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BIARRITZ STREET 15156_16-00001648
E.. CITY OF LADE LSIr ORE BUILDING & SAFETY —` DREAM EXTREME TM 130 South Main Street Lake Elsinore Ca. 92530 PERMIT - JOB ADDRESS . . . : 15156 BIARRITZ ST" DESCRIPTION OF WORK ELECTRICAL OWNER CONTRACTOR SOLCIUS, INC. 0151560 BIARRITZ ST 12155 MAGNOLIAN AVE. #12B - LAKE ELSINORE CA 92530 RIVERSIDE, - CA 92503 -- - LIC EXP 0/00/00 A. P.# . . . . . 389-531-009 0 SQUARE FOOTAGE 0 OCCUPANCY . . . GARAGE SQ 'FT 0 CONSTRUCTION FIRE SPRNKLR VALUATION . . . 17, 000 ZONE . . . . NA 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 PROF.DEV. FEE 2 TRADES 10 . 00 010 i . 0 m PLAN RETENTION FEE - 2 . 07 0;0; r- 2- . 0 SEISMIC GROUP R - 2 . 21 rr 0'0" m ' �I;T 2 I,I ,t1 oe t0 r�' II r- PLAN CHECK FEES - 187 8 8 - 18 7 818`` , "r: ra;, O t a -,_rl ! TOTAL ' 498 . 91 18 7.. 8+8 + _�Il . 0 I ° t-1%. i Cr C 0 -f� II = !n -: m •° i _ f SPECIAL NOTES & 'CONDITIONS 1_4 ROOF MOUNTED SOLAR WITH 24 PANELS, 1 ; ;"' '- INVERTERS, 6 . 12 "KW :.,._ _ I I n '-� b. a r� �'nI C4 if tit - 1 I ' I I 4=J i t:a 1:•a r, , 0) ri I II City of Lake Elsinore e0 Please read and initial Building&Safety Division 1.I am Licensed under the provisions of Business and professional Code Section 7000 et seq.and Post in conspicuous place on the Job my license is in full force. Permit expires in 180 days from issue date 2.],as owner of the property,or my employees w/wages as their sole compensation will do the work Or last inspection.Allowed one extension. and the structure is not intended or offered for sale. You must furnish PERMIT NUMBER and the 3.I,as owner of the property,am exclusively contracting with licensed contractors to construct the JOB ADDRESS for each respective inspection project. Approved plans must be on the job at all times CO 4.I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance Inspection request(951)674-3124 ext.239 or a certified copy thereof. before 5:00 P.M. on prior workday. 5.1 shall not employ any person in any manner so as to become subject to Workers Compensation Laws 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 deemed revoked. ELO 1 Temporary Electric Service PLO Soil Pipe Underground EL02 Electric Conduit Underground BPO1 Footings BP02 Steel Reinforcement BP03 Grout BP04 Slab Grade PLO I Underground Water Pipe SSO1 Rough Septic System SWO1 On Site 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 j EL04 Rough Electric Wiring EL05 Rough Electric/ T-Bar MEO1 I Rough Mechanical ME02 Ducts,Ventilating PL04 Rough Gas Pipe/Test PL02 Roof Drains BP 1 O Framing&Flashing BP 12 Insulation BP 13 Drywall Nailing BPI 1 Lathing&Siding PL99 *Final Plumbing EL99 *Final Electrical ME99 *Final Mechanical BP99 *Final Building *Final Signatures are Certificate of Occupancy for Single Family Residence Code Pool&Spa Approvals Date Inspector, OTHER DIVISION RELEASES SPO1 Electric Conduit UG Division Approvals re uired prior to the Building Final SP02 UG Gas Piping Date Inspector SP03 Pool Steel Rein./Forms Landscape SP04 Pool Plmb./Pressure Test Fire Sp 05 Pre-Gunite Approval EVMWD SP06 Rough Pool Electric Finance SP07 Pool Fence/Gates/Alarms Engineering S FinP08 Pre-Plaster Approval Tutnf SP99 al Pool/Spa Planning CITYgF % —7, i LADE LS I I` DICE .. DREAM EXTREM' ETM 130 South Main Street APPLICATION FOR APPLIC ON N BUILDING PERMIT A L ATI N RE V DATE VALUATION CALCULATIONS BUILDING ADDRESS 1st FLOOR SF 15156 Biarritz St, Lak shore, CA 92530 TRACT BLOC PAGE LOT PARCEL 2nd FLOOR SF 3rd FLOOR SF O ME William Roberts W MAILING PHONE GARAGE SF N ADDRESS 15156 Biarritz St E CITY Lake Elsinore STATE/ZIP CA, 92530 STORAGE SF R 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# 976336/C10 • CITY BUSINESS N AND CLASS TAX# T NAME Solcius $37,199 VALUATION: R A MAILING C ADDRESS 12155 Magnolia Ave Suites 12 B/C FEES T CITY STATE/ZIP PHONE 0 Riverside CA, 92503 BUILDING PERMIT $ R CONTRACTOR'S SIGNAT E DATE �j 06/15/2016 PLAN CHECK NAME LICENSE A Arlo Hulick 65841 PLAN REVIEW R MAILING C ADDRESS 355 S 520 W Suite 225 SEISMIC H CITYLindon STATE/ZIP UT, 84042 PHONE801- PLAN RETENTION []NEW OCC GRP./ CONST. ❑ADDITION DIVISION: TYPE: ❑ALTERATION NUMBER OF NUMBER OF ❑OTHER STORIES: BEDROOMS: ❑SINGLE FAMILY ZONE: ❑APARTMENTS p 1 certify that I have read this application and state that the ❑CONDOMINIUM HAZA�p , --j _; r-, „ ,•n5 C;, II ---I r, —.I , 0 above information is correct.I agree to comply with all city ❑TOWN HOMES AREAjS -: Z T i m �• Cl r- ii ro m = -4 and county ordinances and state laws relating to building ❑COMMERCIAL SPRINkLIIRai •� H r d' •- II .. .. ` m I Mm —� 01 construction,and hereby authorize representatives of this ❑INDUSTRIAL REQUIRED V,n ^ ! " k:-ND 0-1 II >7 city to enter upon the above-mentioned property for insp- ❑REPAIR PROPOSIfD USE Or g' �i Gr r— h! n II % tion purposes. ❑DEMOLISH PRESENY,USE OF hL � r� --i n m-1 ke, JOB DESCRIPTION r. rm— if tn 06/15/2016 Installation of Solar PV System (24 p'nk�, 1 invet;ter/s} 6.4 kW . -4 II r• Signa re ofialicant or Agent 'Date I. rt,.. m . M. i i1 II :a t• M II in Agent for 0 contractor ❑ owner II i' in Agents Name Kristen Schow II T r.; I -n IV Ll Agents Address 1145 S 800 E STE 200 ; ; ;; r;4-1 Orem, UT 84097 - a 8. Street City State Zip i 1 �- f 355 S. 520 W. Suite 225 }` Lindon, UT 84042 SicC I U' �EF)"', Phone: 801-980-5781 , Email: solarpermits@soicius.com Structural Analysis Report 0 M Ln N 01 Q Solar Panel Addition for: O N W Roberts Residence 15156 Biarritz St M --� Lake Elsinore, CA 92530 N M m LO L oFESSI01�q� Ln e�` �NRQ yF, cn O O Solcius Job # P-17274-16 F P Prepared by J. Christensen License Expires: 12/31/2017 �6 June 3, 2016 Sealed: - 1-5 /2016 Structural Calculations Rev 5.10 4/15/2016 i �r Job# P-17274-16 It,Ul Roberts Residence June 3, 2016 Table of Contents General Notes 3 Project Data 4 Dead Loads 5 Live Loads 6 Gravity Load Increase 6 Lateral Force Increase 6 Solar Panel Support Frame 6 Wind uplift on Mounting System 7 Net Uplift on Rafter 8 Roof Framing Analysis 9 References Solar Panel Characteristics R- 1 Attachment Pull-out Capacity R- 4 Mounting System Specifications R- 5 Drawings Roof Plan PV- 02 Attachment Spacing PV- 05 Racking Elevation PV- 08 Structural Calculations Rev 5.10 4/15/2016 Page 2 I S t Job# P-17274-16 Roberts Residence June 3, 2016 General Notes 1)These structural calculations are not intended to be applicable for non-structural items including, but not limited to, electrical,waterproofing, or drainage. 2)All construction methods and materials shall comply with the building code listed in the design criteria. Structural Calculations Rev 5.10 4/15/2016 Page 3 ' T � Job# P-17274-16 Roberts Residence so C'N ul f June 3, 2016 Ar Project Data Project Location 15156 Biarritz St Lake Elsinore, CA 92530 Design Criteria: Governing jurisdiction: Lake Elsinore, CA Building code: 2013 California Building Code Design Specifications: ASCE 7-10, 2012 NDS Roof snow load on solar panel 0.0 psf Utah ground snow: Pg= (Po2+S2(A-Ao)2)O" Roof snow without solar panel 0.0 psf Site Elevation N/A feet Risk category II A N/A ft * 1000 Basic wind speed 110 mph Po N/A psf Wind exposure C AO N/A ft * 1000 S N/A psf/ 1000 ft Roof angle 0 20.0 deg. Pg N/A psf Roof zone 2 Roof snow load Pr= CS Pf=0.7 CS Ce Ct I Pg Interior component GCpi +/-0.18 Solar panels are assumed cold and slippery: Cs=0.83 Ct= 1.1,ASCE 7-10 fig. 7.2b Cs(not slippery) = 1.00 Ct(vented) = 1.1 Seismic design criteria Lateral analysis is based on percentage of weight added to main force resisting system and is independent of seismic force parameters: Per CBC 2013 §3403.4, existing design does not require retrofitting if added weight is less than 10%of original weight. Existing residence Roof area 3328 sf Eave to ridge distance 27 ft Roof rise 4.4 :12 Ridge height 21.8 ft Eave height 12 ft Mean roof height hr 16.9 ft Roof structure: Truss framing Roof material: Concrete Tile Proposed PV system Solar panels: Solar World 280 Solar panel rail system: None (rail-less system) Mounting System: Eco X Attachment screws: (1) 4-1/2" x 5/16" lag screw Structural Calculations Rev 5.10 4/15/2016 Page 4 Job# P-17274-16 Roberts Residence SC) C L P SJune 3, 2016 Dead Loads PV System Panel wt 39.5 Ibs Panel frame wt 5.2 Ibs Conductor wt 3.0 Ibs Total weight 47.7 Ibs Width 39.4 in. Length 65.9 in. Panel area 18.0 sf Panel dead load 2.65 psf Roof Type wt Covering Concrete Tile 12.0 psf Sheathing 5/8" plywood 1.8 psf Roof framing 1.0 psf Roof load 14.8 psf Ceiling Joists 0.0 psf Mechanical, Insulation 0.0 psf Ceiling 5/8"gypsum 0.0 psf Ceiling load 0.0 psf Total roof and ceiling load 14.8 psf Floor dead load Type wt Covering Carpet& pad 2.0 psf Topping psf Underlaymeent 3/4" Plywood 2.5 psf Insulation psf Framing 10.0 psf Mechanical/Electrical 2.0 psf Ceiling 5/8" gypsum 2.8 psf Other 0.7 psf Floor dead load 20.0 psf Walls Type wt Covering Stucco 10.0 psf Sheathing 3/8" plywood 3.0 psf Insulation 1.0 psf Framing 2x6@16"o.c. 4.0 psf Interior surface 5/8" gypsum 3.0 psf Other psf Wall dead load 21.0 psf Structural Calculations Rev 5.10 4/15/2016 Page 5 Job#P-17274-16 Roberts Residence 50160 June 3, 2016 Live Loads Roof snow load S 0.0 psf Cd= 1.15 Roof live load Lr 20 psf Cd= 1.25 Governing load 20.0 psf Live load governs, based on max (load/Cd) Snow load on panel 0.0 psf Gravity Load Increase Rafters Rafter length 26 ft. Rafter spacing 24 in. on center Roof area trib to rafter 52.0 sf Original roof load 770 lbs Dead load only Panel trib width to rafter 24 in. # Panels on rafter(portrait) 2 # Panels on rafter(landscape) 0 Panel area trib to rafter 22.0 sf Added weight 58 lbs Load increase 7.6% FURTHER ANALYSIS REQUIRED 2013 CBC§3404.3 See page 9 for additional analysis Ridge Board Roof area affected by panels 0 sf Area supported by framing affected by PV system Original roof load 0 lbs Dead load only # panels affecting roof 0 Added weight 0 lbs Load increase 0.0% Not applicable: ridge board not used in framing 2013 CBC§3404.3 Lateral Force Increase Roof trib area to MFRS 1745 sf Interior wall trib to MFRS 0 sf Floor trib area to MFRS 0 sf Interior wall weight 8 psf Wall trib area to MFRS 414 sf Interior wall wt to MFRS 0.0 kips Roof wt tributary to MFRS 25.8 kips Floor wt tributary to MFRS 0.0 kips Wall wt tributary to MFRS 1.0 kips Original wt to MFRS 26.9 kips # PV panels trib to MFRS 21.00 panels PV system weight 1.0 kips weight increase 3.7% Lateral force increase <10%. existing MFRS is O.K. 2013 CBC§3404.4 Structural Calculations Rev 5.10 4/15/2016 Page 6 S � Job#P-17274-16 Roberts Residence HOICOUS June 3, 2016 Solar Panel Support Frame Maximum span length 72 in Rail-less system, Exp. C, 110 mph,zone 2, 00 psf Rail span 48 in snow, see allowable rail span chart. Attachment spacing is O.K. The mounting system is adequate for the.proposed fastener spacing. Wind uplift on Mounting System Governing Load Case: 0.6D+0.6W (ASD Load Case 7,ASCE 7-10§2.4.1) Attachment spacing Sattach 48 in. Attachment spacing Sperp 66 in. Effective trib area Atrib 22.0 sf Atrib= Pnet Sattach L/2 Pressures at h=30' (Pnet30) 28.4 psf ASCE 7-10, Figure 30.5-1 (interpolated) Mean roof height hr 16.9 ft Bldg ht adjust factor A 1.24 ASCE 7-10, Figure 30.5-1 (interpolated) Topographic factor K, 1.0 ASCE 7-10, Figure 26.8-1 Adjusted pressure(Pnet) 35.3 psf ASCE 7-10, Eqn. 30.5-1; Pnet= X Kzt Pnet30 Dead load 2.6 psf downward Wind load 35.3 psf upward Uplift Pnet(0.6D+0.6W) 19.6 psf upward Uplift on attachment P„piift 215 Ibs Puplift= Pnet Atrib Attachment screws used: Use (1) 4-1/2" x 5/16" lag screw Min. embedment depth 3.0 inches Pull-out capacity per inch 266 Ibs Pull-out capacity per APA,see page R-1 Tensile capacity 798 Ibs Attachment is O.K. Allowable Loads per Eco-X Down- Down Panel: SW Net Uplift force slope Allowable Load (psf) 40.0 40.0 23.0 Actual Load (psf) 19.6 2.6 0.9 O.K. Structural Calculations Rev 5.10 4/15/2016 Page 7 • ] 1 t Job# P-17274-16 Roberts Residence E, 1y`.°� June 3, 2016 Net Uplift on Rafter Governing Load Case: 0.6D+0.6W (ASD Load Case 7, ASCE 7-10 §2.4.1) Rafter spacing 24 in. Rafter/truss length 26 ft. 0.6 Dead load reaction at ends 231 Ibs #full-trib attachments on rafter 1 Average dist. from nearest end 19 ft. Wind reaction at end 58 Ibs Net uplift(0.6D+0.6W) 0 Ibs # rafters contributing to action 1 If more than 1, assumes composite action Max allowable uplift 151 Ibs Assumes (4) 8-d nails each rafter Rafter connection O.K. Structural Calculations Rev 5.10 4/15/2016 Page 8 Job# P-17274-16 Roberts Residence scald US June 3, 2016 Existing Rafter Analysis Beam properties,size,spacing and span Douglas fir#2 btr assumed Rafter span L 7 feet Rafter spacing 24 inches Rafter size 2x4 Section modulus 3.06 in' Allowable stress Fb 1000 psi Beam Load Diagram Size factor CF 1.5 Repetitive use factor Cr 1.15 w2 P1 P2 P3 w2 Cd shown for individual load cases below ® w1 All other adjustment factors= 1 liiiiiiiiiiiiiiiiiiiiillillillillI Beam loading 0 Roof dead load 14.8 psf X1 X2 X3 X4 Panel dead load 2.65 psf ��14 0 Roof live load 20.0 psf Snow load on panels 0.0 psf L/2 L/2 Snow load on roof, no panels 0.0 psf Length of panel group 11.0 feet location Point loads from PV Panels (ft) trib (sf) P1 0.0 0.0 Location is from start of panel group, not rafter span. P2 (largest point load) 5.5 22.0 Largest load is assumed to be centered on span, resulting P3 0.0 0.0 in maximum possible moment. Load locations X1 0.0 ft X2 3.5 ft X3 3.5 ft X4 0.0 ft Panel group covers entire rafter span,w2=0 plf L/2 3.5 ft Loads prior to installation: w1 (plf) Cd w1/Cd P1, P2, P3, and w2 are zero prior to install. D+ Lr 69.6 1.25 55.7 D+S 29.6 1.15 25.7 D+ Lr 69.6 1.25 55.7 Governing'load case is determined by max w1/Cd structural Calculations Rev 5.10 4/15/2016 Page 9 Job# P-17274-16 Roberts Residence so I C'i us, June 3, 2016 Existing Rafter Analysis (cont'd) Total load before install: 614 Ibs =w1L Rafter end conditions Continuous at one end Moment at center span 341 ft Ibs =w1 LA2/10 Check member for adequacy prior to install: Stress (=M/S/12"/ft): 1337 psi O.K. Adjusted allowable stress F'b 2156 psi =Fb * adjustment factors given above After panel install: P1 (Ibs) P2(Ibs) P3 (Ibs) w1 (plf) w2(plf) Cd P2/Cd D+ Lr 0.0 58.2 0.0 29.6 40.0 1.00 58.2 D+S 0.0 58.2 0.0 29.6 0.0 1.15 50.6 D+Lr 0.0 58.2 0.0 29.6 40.0 1.00 58.2 Cd = 1 for D+ Lr load case because panel covers entire rafter span and live load is not applied to this span. Governing load case is determined by max P2/Cd Total load after install: 265 Ibs = P1+ P2+ P3 +w1L+w2(X1+X2) Reaction, simple beam 133 Ibs =Total load factored by relative location of centroid Max moment, simple beam 283 ft Ibs = R(L/2)- P1 (X2)-w2 (X1)(L/2-X1/2) -w1(L/2)(L/4) If beam is continuous at one end, reduce max moment by 15% (wLA2/10 is 20% less than wL"2/8) Reduced moment 236 ft Ibs. Takes into account reduction in moment due to continuity. Stress (=M/S/12"/ft): 925 psi O.K. Adjusted allowable stress F'b 1725 psi =Fb* adjustment factors above. Allowable cantilever at eave: Maximum allowable cantilever 12 inches Max force at attachment 29 Ibs = half-trib dead load+snow load on solar panels Roof dead load on eave 30 Ibs Moment 44 ft Ibs = moment from point load and roof dead load Stress(=M/S/12"/ft): 172 psi O.K. Assumes 2x4 rafter at eave,Sx= 3.06 in Structural Calculations Rev 5.10 4/15/2016 Page 10 t T Job# P-17274-16 Roberts Residence June 3, 2016 C I UP Solar Panel Characteristics / $ 8 NO FRI "i, a, PC £ v g � y S• 4 d�� � 3 a „u V£r E jj II� FIF 77 t.. ..:�..-. j sr.c .� W£ Er e LLE. axMate- ,_ipnKE. E,t-_c,s a.., .i a,,.. n z:s ks Es r ahm, "ry€ _ .t wooch" . 3alart'��ict P`a3�ctr�c� '`� a ujEa.,u!"�Ix<g,w� c i,.f; e -x Si IaTWr-rlda t��`d_V,:�"s�t7i.�w u u� a€ �'a�t �than mt� �E_ � r � �=sit, ae� h ?�gsritr aeper n� !uararr r c rr � duty ^r tyusWye— " 25 c w,A sign€h,ca r ar3zt U_Ccv ip'..r_i 0 t,j.� .ma'vw' in:ie'.sc w tF-azt-.nded;a10ye�T 3 3 R- 1 Structural Calculations Template Rev 4.03 2/9/2016 Job# P-17274-16 Roberts Residence ' June 3, 2016 I j SW 280 MONO :w i € UFOF'.MAUE UNDER,STANWD7UTCOXIiTEMS.'Kr PMOR WN' A7B IWfi ,4;.N ,AAAIS .w S ce£rrsa£�r GTree;e-r..+:;n A— �.urc"rate(.... <' ................. .....,.......... ,,. ... ...,..,F.. atrum�aw'ra ... ..,r a Aaa � p�m r¢z•�3,rr M , tFYI'''A.3 L - L rt pas`. PGi.`x ..•I�Y iif F J -�13 C 4 C - __.,..„..,.w.......__.._..,,._._....._....._................. F =:iMM9dT GRATIL<ld RUMORS At: E..L�r?+Itc�ac I s./:.-IS C h87 nor .eu r 75 € ._..._ 7; '::..... .. .... ....... pE tra§ { ...... f AD [Tl0K LUTA --cI --.. s� t AL—17J�J — I £�' d �I. LiA4yot£ �� I a , € I R- 2 Structural Calculations Template Rev 4.03 2/9/2016 e L Job# P-17274-16 Roberts Residence June 3, 2016 NOTICE OF COMPLE'nON AND AUTHORIZATION TO APPLY THE UL MARK Everest Sdw Systems Dan Gy aser .Ste 11`e 3K9 Oimmat Rw--h'E'rvd a eans�d4s Ga 920d6.Us Qn-Referenw. File E407724,Val,i � � ,'Project Number ,47866+31€1I Yow Reference: D.Glaser IGID7-3 Fsa Yt sue: Fit a"System Ted n g-Evarest C m,E,sP 0 Syst_an,:tiC aRail 48 rzi ,r;lass A System fire sating with Listed Type 1 and 2 modules. Dear Dan ter" Cangea alronsf`ULs yavr produrl(s.)has been completed urge;the above Reference Number and the yroddirj was&etem*1ed to comply 74th the a p-3-j.able egsemenks This ktte3 temporarily supplements the UL Foll6v-Up,SerAlms ftxedur4 arA Dinves as autT sizabmto apply Cne,UL Mafkatauftrized faalofts undaTUV5 Folio -Up Sardoe Program Tea pruv your maTeirfaclurffrts)v.1h the intended authorization i-a use the UL Mark, you must swnd a,wpy of this notice I each ma n ufischPdW:1 ouatio.n curreniiv autho hzedunde,F04 E4""77�4. ti1.1.. Rac *d-.ki the Fo5wi-Up Sarrxas Pmoad ur wNenntg thew ssa o ar '�—g prepared arsd wM ba sa61 in tha €inure. Unti 6ssn.this letter m9ltnr s S- -a srs eft_ULAAaiR for90 days frame the data indicated above- iorra{rapt nears rued ie`y it pansy' lms as*�R Appir.at t can be Found ire the:dzmumeni'Applicant e spans :.9ies relatL-d to Eady Aut afibns'that gibe found at the fullov&g w eh,-she: f�Etn°dJta�rna+.rl rcnrtr Cltaa€r�rts'ts�i':fa+a� A,"Wq=atian and dacmenWidn xuided to youumMog UL htarlt serVzsr.are pmvided on behalf of UL LLC (IJLf w any auto zed znsee of UL, i We are eyeik yv a are acres aNe to apply doe Ut.tWra:°to your omducts a.4 appreciate your business.. Feet fre.?to i cantact.nass or arty of rrsr ata sner vice repressrdatives if du haw arty questions. Very trusty yours;'. Reaiewed by-. Nat),M Ia a Bru'c Fi P.iaf xer . 847- 64-3951 947-664-300 ra Proiectear CPO❑a"a:tor 3�a�sa.lt�dar�t�t�1,cara Eruce.A.fmlahrenhofz�* c�+Fet azataassm-a�x�:� This i:.an 6v-;1ro=ary gemeraLed Letter.slomarxer.me not somftcd rDr ifu.-doziment 3,a roe aua, Mme 1 of 1 R- 3 Structural Calculations Template Rev 4.03 2/9/2016 � Y Job# P-17274-16 Roberts Residence SOIC"I"US, June 3, 2016 Attachment Pull-out Capacity 0 WO La screw sikad-ftotiDins ffitc 14 X r' *` peT inch thread deebr Dougilas,Fir,Bch, OSO 235 Douglas,Fir.South, 0.46, Engel ann Spy ,Lodgepole PEne Hem,, Firs Redwood (ctb�e grain) OA3 21f . Tiv eacid Southern Fine 055 depth pruce,,Pine,Fir 0.42 Spruce,Pine,Fir of 2,M1111ain psi;andhigher grade.of wind - EL .R0 266 Na-tesM e f,�Thee-ador`'sst.be e ,bedd .ire the s e grair, of fa rafter or ather struan r y mentsar�juqgraf wthe the andffri.g s- re: .L �bofts m be Ini zated i e t ze thfrd,Df tie strLictu.ri&nie : Q ese vafues,are not v,a d r if4,3 This tobje does real frickdei shear ca acffies. e .s ,'c n �ai-t a f of engineer s ec;ftj krL bolt sfze Wth regard to se forges- tidramuf design values forldgmraw carmecroris z al!be,rF uNt ed ' factors ff neces'sary.,.see ab,!e, f01.3_J ti7mAnw,,, fcan VVIvod Cckrr r.if NDS fbr boo R- 4 Job# P-17274-16 Roberts Residence ICIUS June 3, 2016 Mounting System Specifications low The new EcoX is an innovative rail-less racking system,proven to organize the installation process. The flexible design offers a clean aesthetic, simplified logistics,and delivers a higher quality installation at a lower cost per watt. AM' ........... ........... ly era P" Ao k Fast. Simple. Supported. Moduies drop in from above unwErsal.components,mount to the E�-Olibrj-_irn foe support tea"!""! and there is never al need to eta-idard framed modules With offers on-site installation training reach over or walk on rnridutes, a sirtale socket size and a wide and onquing technical support, Pre-assembtEd component-, range of a di ustmen t,it is quack And,Ifir6m project planning to and quick connections make and easy to install any array logistics to mstatiation,we are EcoX easy to instalt with a clean,Finished Look dedicated to customer sery ce EcolibriLjmSolar R- 5 Job# P-17274-16 Roberts Residence Id us June 3, 2016 Ae Lhetic Design Cable Management A ode range of adjustment makes rt easy to install a h>_ther instailirT,u€t.h M€croinverte`s,Pmk er straight,leuei s}sterr, E'ompor�ents are de agned to optirnizers,or String Irverters,Eco#prouides ac re Nend 4.nto the array,and the aesthetic skirt creates rr€snagerrient pra ra&ror«s to both prep the moJules,and a Fnishsed look. At ematively,a skirt free optmn is to mute homerun or r-rlulnk.cables&'Mughoum the array, available to priwtde a more traditional look. X C Illli 1 4 , Flexible SVsLern Design Single PoinL Grounding "he EcoX Estimator�.s a p�awrfuf racking sWtem UuX and approved modules create a cant€muousl} design too!The user mptgs ati szte cnraditi�ans and banded system The taller can carmect a finished can layout multiple roofs.Tfaces" "he EcoX Estimator array to ground Wirth a single bortdir g tug, outputs a sate specAc design package Cott engineering sc r and hal of r a*erial Technical Specifications ------- Racking stainless hardware dark rl:�ce hr irtze anodized upper surface rnAl Fist,lover surfaces LanP,r Al'e:-mram, txarkwadercts 7 � ( i 2 E ass A T-,,;r 1 a,,d re 2 maauits Mect ical Lead Valkdatiw, of u 141 r. ^csw F• [ng .,__....._.....�._ ....,.,... _..:......._. _........b ._ __...._,,...._.. ...... _...._........_._...._..___..__---,,,,-------- j Adlustab lity° 9 '� s'2r-ct 1'5 tear .._._. .�.......... .—._ ....._.... ... ...._ ._....__._. ....... .....__..__. —_. ._._._._ 3 EcohbriurnSoja R- 6 I. Job# P-17274-16 Roberts Residence dUS' June 3, 2016 Solar r Fuel Cell Technologies TUV Rheinland PTL Photovctitac Mduf ; At*r,: fak.Chris Bamat Lead Validation Engineer Ecolibrium Solar 340 West State Street Unit 22 Athens,OH 45701 August 26.2015 Ltd cc covIlliorrrimmoe- Load Tests Tvpe of Equpment PV Mountmg System hiodel Gesignat : EmY,2 Serial Number KA Test Rem ement: AN-gl JL 2703,First Edition TUV Rheinland Reference File: L2-EL5150121 Rev1 S T V Rheinland F'tuect Number: EL5150*27,fia De-ar Mr,Barrtat. Eco=bntm Solar's Ereo=PV nio rating system has been successfully evaluates:'for Mechanical Loading accordng to Ines req.uiren:erts of UL 2703,Section 21. Long-alulatons ctr,t s achievement. The ka,,a wing modules hagµ been evaluated and qualified for use on the E oX2 --,J r�;system us eg the ntif*d Applied 'Lest Laeds. For 9 rnodules in Tao* 1. the Applied Test Laved er€,-:eeds It*nurumum test loading re erred for compliance. Table is Nkcharical Loan Test Resultsper AMU UL 27 n Section 21 Teo', I Modules lid Test Lords Surface ",d upAwd Dower Module Model Type Area Pressure Tr_*st Pressure slosh Ted ac tuner l 1 Load'I T tt Load ft Lam jRsf) :! YL25OP L'9b 17.5:s Sunmodl,se Plus T' rttxr as a ere ucc Saiae#Vortd SW 275 mom 28.t7: 60 35 biad. .'2f^0 w,Rre nI 31. Trina Solar TSM-255PA05.18 60 35 Tr pe,AZM-W it atlian Solar CS6P-245P 80 35 use, Eiectrnmcs LGa270S'IC-83 45 35 Te 4M W,I ©Cells L3.PI 8FR-u3 FAX 60 35 l ass 'm 255 Jinko Solar JKW50P-50 Y3.tt 60 35 SunEdis t SE-F113,1.`Kull[), 17.65 €r 60 35 ram Ar+*Man zicsaarr,anen 38 Hvundai 1-154255RG 17.62 0�7 50 35 ''FEat"*s uell 8�tM MA.U21 t tt TO 017AZZAM Design Load Ra iegs each Ott for ea=h module r run«j by cakulating safety factrr Tc Free TW-RHEN Ar+tc according to: Design Lead RalkV:APp wd Test Load 1 15 Table 2 r4zates the Design Web wwwwvx r, Load RA&gs for t+re tested module iyves as wei, as mrdules from the same mamalacturers qualif for use on tt*EccX2 systern.The cmerta for ttrs QualiSnatop by Similarsti is fused on s aenfication that approved modules f om the same manulwrum- must Nave identical frame FN geornµmes to the tested modAAe and must be tr*sa-ne jor lower)surface area. Page 1 of 2 R- 7 Job# P-17274-16 This Roberts Residence June 3, 2016 TOV Rheinland PTL. Talafe 2: larsad Ratings and Qualified MDdule List Evaivaded Niacfulea Des n Load Ratings so I Surface Dow w Module Otwoo�dA, Area Plessur4p Test PnNsTees wreLoad sk Test v Ingeftj Loy Id(fasfp Lead(1 il) 060 YL2XXP-29b - 49 Yingli r YL2XXP-30b 40 Sw XXX PON 40 `}unmodule R s- 4 Sc4arwarid SW XXX MONO - - 3unnvdule Pis- SIN XXX Mono 40 23 Black Trina Solar TSM-XXX PX05.IS 27A 42) 40 23 CS#iP-xxxm 17.21 44 40 23 Canadian Solar CSbP-XkXP 17.33 40 40 23 LGXXX41C-B3-X3 17•65 1 30 30 23 LG Electronics LO.X.X.)(SlK-B3-)C3 17.65 30 23 LGXXXSIC-83-X3 17.65 30 23 L34XY 41 83)f3 t 7.65 30 23 C3.PRO BFR-G3 17.9E 40 40 23 XXX a Calls. Q PR:O�W XXX 17.98 44 40 23 Q.P9us-G3 XXX 17.91E 4+D 40 23 Jinko Solar JKkO(XXP-@0 17.62 40 23 JKMX XXM-60 17.62 40 23 JWXXXXPP-W 17.62 40 23 "-[,0 17.62 40 23 Su t r XX,XXX- 17.65 41= 40 23 HiS-M.XXXMG 17.€,2 40 E3 TU Rwwgane ate. X Hyundai I HiiS-VlX.X::KRG 17,62 40 23 Fbo�vet St Hi X)(XFNV 17.62 4u 40 23 T ee AZ05 5; S3 USA Te .14w 17co Thes kblw may be usec as a*tsr of carEfomaxe{LOCI indratng twese PV mars ws siviable rm -1 ffx use on the EcoX2 Pert nwxrming sttswn. The Ec¢X2 rsckeV system installa :nr rra—al may Wt � uv�a.crnr, be updated to irclude these . Since . ox n AMrA:ar Ha4 ..:srr_-a Jack Castagna,PE .Ca,-.6arD Solar Corn. ;is Program klana To -*�-4 -CAM! 7QV Rheinland PTL rw 2034 aces Tri!Fmr TLNa RHE@Ni A6 Z diet WVW .czars TLP/3 i1&triand Cra-p Page 2 R- 8 Job# P-17274-16 Roberts Residence �!���� June 31 2016 Letter of Completion - Qualification of Suniva Modules Type of Equipment PV Mounting System Model Designatiom EcoX Gen 2 Serial Number'. N/A Test Requirement ANSVUL 2703: First Edition TOV Rheinland File Number: L1-ELS160519 TOV Rheinland Project Number: ELS160519 Dear Mr. Stuart., The Suniva Optimus Series PV module model OPT2XX-60-4-100 has successfully met Mechanical Load and Bonding requirements of UL 2703, %Yhen used witty the Ecolibrium Solar EcoX Gen 2 PV mounting system. Congratulations on this achievement. Mechanical Load Modules plied Test Loads Module Downward Upward Down-slope Manufacturer Model Type Pressure Test Pressure Test Test Load Load(psf) Load J psf) (psf) Suniva OPT2XX-60-4-100 60 60 1 35 Note that the Applied Test Load exceeds the minimum test loading required for UL 2703 compliance. Design Load Ratings in each direction are determined by calculating a safety factor, where: Designt-oadRating = Applieffestil-oadfl.5. Thus the Design Load Ratings for this module wouid be 40 psf. 40 psf.and 23.3 ps(respecbvely. TOVRheinland PTL This ietter may beused as a letter of conformance (LOC) indicating this PIV module is qualified for Phelovoltaic Testing Laboratory use on the EcoX Gen 2 PV mounting system. The installation manuals for the ECOX Gen 2 1107 West Fairmont Drive racking system may be updated to include the Suniva Optimus PV module model OPT2XX-60-4- Budcling A 10,0 module series. Terrype,An2ona 85282 Main Phone:480-966-1700 Sincerely, Main Fax..775-314-5458 Email wda@tuvpIl.,om TUV Rheinland Kamenne Kroner Solar Components Test Engineer North Arrpa-rca Holding,Irr-. TOV Rheinland PTL 295 Foster Street Suite 100 Lilletan,M 0146G Main Phone-978-1,66-9500 Main Fax:97B-26&9992 R- 9 SHEET INDEX CA.CONTRACTORS LICENSE#&TYPE APPLICABLE CODES CONSTRUCTION NOTES PV01 TITLE SHEET 9976336 A.IT IS THE DUTY OF THE PERSON REQUESTING ANY INSPECTIONS REQUIRED BY THE CRC TO PROVIDE ACCESS TO AND MEANS FOR INSPECTION OF SUCH WORK PER CRC R109.3. CLASS B&C-10 2013 CALIFORNIA BUILDING CODE (CEC) B. ROOF MOUNTED PHOTOVOLTAIC SYSTEMS SHALL BE TESTED,LISTED AND IDENTIFIED WITH A FIRE CLASSIFICATION IN ACCORDANCE WITH UL 1703 PER CBC 1505.9. PV02 ROOF PLAN 2023 CALIFORNIAUFORt BUILDING CODE(CBC) PV03 ELECTRICAL LINE DIAGRAM 2013 CALIFORNIA FIRE CODE(CFC) C.ALL GROUNDING ELECTRODES AS DESCRIBED IN CEC 250.52(A)(1)-(A)(7)THAT ARE PRESENT AT EACH BUILDING OR STRUCTURE SERVED SHALL BE BONDED TOGETHER TO FORM THE PV04 EQUIPMENT LABELS OCCUPANCY AND CONSTRUCTION TYPE 2013 CALIFORNIA RFSIDENTIALCODE(CRC) GROUNDING ELECTRODE SYSTEM.WHERE NONE OF THESE GROUNDING ELECTRODES EXIST,ONR OR MORE OF THE GROUNDING ELECTRODES SPECIFIED IN CEC 250,52(A)(4)-(A)(8)SHALL BE PV05 STRUCTURAL CALCULATIONS INSTALLED PER CEC 250.50.ADDITIONAL GROUNDING ELECTRODES SHALL BE INSTALLED PER CEC 250.53.THE GROUNDING OR BONDING CONDUCTOR SHALL BE CONNECTED TO THE OCCUCTI O-R3 2013LFORCALIFORNIA PLUMBING CODE{CPC) GROUNDING ELECTRODE BY LISTED CLAMPS PER CEC 250.70. PV06 SITE PLAN CONSTRt1LTIONTYPE-V 2013CALIFORNIAMECHANlGQLCODE(CMC PV07 PLACARD D. ROOFTOP MOUNTED PHOTOVOLTAIC SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS PER CRC R908.1.4. PV08 RACKING ELEVATION E.NON-CURRENT CARRYING METAL PARTS OF EQUIPMENT,RACEWAYS,AND OTHER ENCLOSURES,IF GROUNDED,SHALL BE CONNECTED TO AN EQUIPMENT GROUNDING CONDUCTOR BY ONE AZIMUTH AN D TILTANGLE SCOPE OF WORK OF THE METHODS SPECIFIED IN CEC 250.134(A)OR(B). MODULE CUT SHEET ROOF Installation of SolarnSystem F.ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT ALL ELECTRICAL EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE OF SUCH EQUIPMENT INV ERTER CUT SHEET #OF PANELS: 24 A B C D E F s PER CEC 110.26. ��- GR UND LUGS AZIMUTH 178' 89. 270' #oSYSTE SIZE: G,ALL PLAQUES AND SIGNS WILL BE INSTALLED AS REQUIRED BY 2013 CEC_ . F �„;'"�K E E I R E GROUND LUG SPECS SYSTEM SIZE; 6.7'_ :<tv TILTANGLE 20' 16' 16, H.CONDUIT WILL BE INSTALLED IN COMPLIANCE WITH CEC 358. L MODULE COUNT 14 6 4 1.EXTERIOR CONDUIT,BOXES,PANELS,MAIN PANELS,JUNCTION BOXES,AND DISCONNECTS(EXCLUDING INVERTER)WIL('BEPAI 'I V it RFACE. STRUCTURAL STAMPED AND SIGNED sOLAftACCE55 82SE 8 t s256 J.GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED PER CEC 250.64(B)AND SHALL BE'CONTINUOUS PER CEV250 ).� �/ CALCULATIONS STRUCTURAL PLANS MODULE SOLAREDGES 500DA- K.ROOF COVERINGS SHALL COMPLY WITH CBC 1506.3,1507,&CRC R904.3. NveR1FR soLAREDGE5E5ooaA-us(a40v} L.INVERTERS UL LISTED 1741 PER CEC 690.47(C). M,THE DISCONNECTING MEANS FOR UNGROUNDED CONDUCTORS SHALL CONSIST OF A MANUALLY OPERABLE SWITCH(ES)OR CIRCU BEAKERO OMP YI G TH ALL OF THE REQUIREMENTS PER CEC 690.17, NOTE: WHERE THE ADDITION IS NOT N. PLUG-IN TYPE BACK-FED CIRCUIT BREAKERS CONNECTED TO A STAND-ALONO INVERTER OUTPUT IN EITHER STAND-ALONE OR UTILI RA YSTE LL BE SECURED IN STRUCTURALLY INDEPENDENT OF THE ACCORDANCE WITH CEC 408.36{p).CIRCUIT BREAKERS THAT ARE MARKED''LINE"AND"LOAD"SHALL NOT BE BACKFED.CEC 690.10 ), EXISTING STRUCTURE, THE EXISTING 0.SMOKE ALARMS&CARBON MONOXIDE ALARMS MUST BE INSTALLED PER CRC R314.3.1 AND R31S.2.2. STRUCTURE AND ITS ADDITION ACTING P.SOLAR PV PANELS SHALL NOT OBSTRUCT OR INTERFERE WITH THE FUNCTION OF PLUMBING VENTS OR MECHANICAL EQUIPMENT PER CPC NT Pl E OR STACK SHALL EXTEND TOGETHER AS A SINGLE STRUCTURE SHALL THROUGH ITS FLASHING AND SHALL TER MINATE VERTICALLY NOT LESS THAk44NG4I€SABOVE THE ROOF-NOR-L-ESSTHAN 1 F88T F 906.1.EQUIPMENT AND BE SHOWN TO MEET THE REQUIREMENTS OF APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR,AND REPLACEMENT WITHOUT REMOVING PERMANEWCONSTRUCMI1111ft CIVIC 304.1. SECTIONS 1609 AND 1613 OF THE CALIFORNIA BUILDING CODE PER CBC 3403.4. STREET VIEW GE VIEW ^ , V E I-. � � I a i u+ � x a w I ti m re s n ,s yi E e. v^ W SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 Title Sheet 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV01 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore AZIMUTH AND TILT ANGLE ROOF A B C D E F G H AZIMUTH 178' 89. 270' TILT ANGLE 20° 16° 16° MODULE COUNT 14 6 4 SOLAR ACCESS 82% 89% 829/a MODULE SOLARWORLD SW280 INVERTER SOLAREDGE SE500OA-US(240V) g %Coverage= 10.77% 3 I —I 3' CALIFORNIA FIRE CODE SETBACKS (CRC R331.4.2) 63'-2 o: M1':•. Roof Type: Concrete Flat Tile }; o •'`' N N N N N N � N N Equipment Labels 1 MAIN SERVICE PANEL s 2 UTILITY METER ! 4: ROOF A 3 AC DISCONNECT0. 4 NOT USED ` t., °I co INVERTER280 :'�°t ,> ` O .i..w.M1• '''. 40'-6' �0��©VV RD��� rP 6 ROOF ACCESS (CRC R331.4.1) rn 7 JUNCTION BOX N ° S 280 Q N 65841 LL 3 0U fox 0 1° 8 PV MODULES 2ao 30J1 0TYE 9 CONDUIT RUN (ACTUAL CONDUIT RUNS W27 AZIMUTH a0 e .f' zao 3 �TF F v' TO BE DETERMINED IN THE FIELD) "`;. 280 u° License Ex ires: 12/31/201 CONDUIT SUPPORTED 1" ABOVE ROOF PER >ox°'"°'S"°'6010 280 P CEC TABLE 310.15(B)(3)(C) <; ; , Sealed: - 1S ez0�� �_• ,,,. 6 17'-11' 19' Biarritz St SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 Roof Plan 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV02 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore PV MODULE SPECIFICATIONS NOTE: BOND BUSHINGS WILL BE THIS SYSTEM IS A NEW MAIN SERVICE PANEL INFORMATION MAKE ISOLARWORLD PROVIDED AT ELECTRICAL EQUIPMENT, UTILITY-INTERACTIVE (GRID MANUFACTURER: -SQ;ARE..D MODEL ISW2M MAIN SERVICE PANEL, JUNCTION BOXES, CONNECTED)SYSTEM AND PANEL MODEL NUMBER: MAX POWER-POINTCURRENT(I,-,-) A 9.0 VOLTAGE: ,17.0124t7 [VI MAX.POWER-POINT VOLTAGE(V.,) (W 3L2 ELECTRICAL CONDUIT, DISCONNECTS, DOES NOT HAVE STORAGE PHASES: 11 0 OPEN Ivi 39.5 AND RACEWAYS PER CEC 501.30(A). BATTERIES PER CEC 690.60. BOX/BUS RATING: �s [Al SHCRTCIRCUIT CURRENT(E.. A 9.7 XSERIES FUSE(OCPO) [Al 2 MAIN BREAKER: 100 [A] POWER P,,,,x tV] 28 NOTE: SPLICING OF THE WIRE-TYPE PV SYSTEM BREAKER SI - - 30 (AI MAX VOLTAGE V— NI GR FEED TYPE: \ Top OUNDING ELECTRODE SHALL BE #OF SPARE 3REAKE PERMITTED ONLY BY IRREVERSIBLE CALC5: Buss \ MAX INVERTER SPECIFICATIONS COMPRESSION-TYPE CONNECTORS PERCEC705.12(D)( ) M MODEL SESD00A-US(240V} MANUFACTURER SOLAREDGE LISTED AS GROUNDING AND BONDING MCB Pv RK S{24 1 1 MAX DC INPUT VOLTAGE V] 500 EQUIPMENT OR BY THE EXOTHERMIC 100 kl - �aD MAX OUTPUT POWER_ IWI 5450 WELDING PROCESS PER CEC 250.64(C)(1). �crloN(NA PANELBOARD SHALL BE NO MI NAL AC O UTPUT VOLTAGE M 240 NOMINAL ACOUTPUTCURRENT [A] 21 2 NED AT THE OPPOSITE(LOAD)END !MAX FUSE(OCPDy (A] 30 =INPUT FEEDER LOCATION OR MAIN 'LOCATION PER CEC 705.12(D)(7). 10OA-2P WARNING LABEL TO OTHER* LOADS 12 MODULES IN A SERIES STRING 1 STRING TOTAL COMPLY WITH 110.21(B) Power Optimizer(P300) <5250W Per String >8 Panels Per String 6 RED �-BOX = 9 • • • BLACK MAX OUTPUT CURRENT TSiAdc MAX MODULE ISC 10'.Adc N 3OA-2P MAXINPUTVOLTAGE 48 Y& MIN INPUT VOLTAGE Lvdc MAX INPUT POWER DC 300;1A' DC WIRING G 3 3 G N 12 MODULES IN A SERIES STRING 1 STRING TOTAL G L2 L1 GROUNDING TO 6 ELECTRODE UTILITY Fl RED GRID 1 ,111 o • • BLACKI HHHHHH 8 4 4 GROUNDING SIZE:#6 AWG 5 G INTERIOR METAL WATER PIPING LOCATED NOT MORE THAN 5 FT FROM THE POINT OF 2 4 ENTRANCE TO THE BUILDING SHALL BE 1 7 METAL WATER PIPING SYSTEMS INSTALLED PERMITTED TO BE USED AS A CONDUCTOR TO WARNING LABELS TO IN OR ATTACHED TO A BUILDING OR INTERCONNECT ELECTRODES THAT ARE PART COMPLY WITH CEC 110.21. STRUCTURE SHALL BE BONDED PER CEC OF THE GROUNDING ELECTRODE SYSTEM PER GROUNDING SHALL BE CONTINUOUS PER CEC 250.64(C) TABLE 250.66 AND 250.104(A)(1). CEC 250.68(C)(1). SOLAR EQUIPMENT ON THE ROOF 5 1 ft SOLAR EQUIPMENT 10' FROM THE MSP CSLEi Class C-10 License#976336 EQUIPMENT SCHEDULE CONDUITAND CONDUCTOR SCHEDULE / TAG DESCRIPTION MANUFACTURER PART NUMBER NOTES TAG DESCRIPTION OF CONDUCTOR TYPE CONDUCTOR SIZE #OF CONDUCTORS CONDUIT TYPE CONDUIT SIZE 1 SOLAR PV MODULE SOLARWORLD SW280 QUANTITY(24) 1 VENDOR CABLE #12 2 IN FREE AIR 2 INVERTER SOLAREDGE SE500DA-US 240V QUANTITY(1);INTEGRATED AFCI 2 EGC/GEC #6 1 IN FREE AIR SOLID BARE 3 RACKING ECOLIBRIUM SOLAR ECOX SEE RACKING DETAILS 3 THWN-2 #10 3&(1)G EMT 3/4" 4 J-BOX ON ROOF PVC JUNCTION BOX(OR EQ.) 513371OU CANTEX 4 THWN-2 #10&-#6 3&(1)G EMT 3/4" 5 5 THWN-2 #10 6&(1)G EMT 3/4" 6 SOLAREDGE OPTIMIZER SOLAREDGE OP300-MV RAPIDSHUTOFF COMPLIANT CONDUCTOR CALCULATIONS: 7 10DC DISCONNECT SOLAREDGE INTEGRATED IN INVERTER INTEGRATED AFCI 3)9.71a x 1.25=12.14a 4) Inverter AC Output:21a 5)9.71a x 1.25=12.1f4a 8 AC DISCONNECT SQUARE D OR EQUAL D221NRB,24OV,30A,2P,3R 12.14a x 1.25=15.17a 21a x 1.25=26.25a 12.14a x 1-25=15.17a TEMPERATURE CONDUIT 91 1 12.14a/0.71=17.1a 21a/0.82=25.61a 12.14a/(0.71 x 0.8)=21.37a CORRECTION FACTORS: PER NEW MAIN SERVICE PANEL ISQUARE D OR EQUAL 1 240V,125A,100MCB,32ckt #IOAWG=30a #10AWG=30a #10AWG=30a CEC TABLE 310.15(B)(2)(a). SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts Riser Diagram 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV03 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore OLOCATION: MAIN BREAKER-3/8"TEXT O LOCATION: J-BOX(es)- 14PT(0.195")TEXT O LOCATION: MAIN PV BREAKER- 14 PT(0.195")TEXT O7 LOCATION: INSIDE DOOR OF MSP- 14 PT(0.195")TEXT so ! , a bill • a 2" , • • ® 2" 2' a a a a • 6" O2 LOCATION: MAIN BREAKER- 14 PT(0.195")TEXT .� 3-3/4" 1/2"� WARNING LABELS: Og 2" • ®® , •+ g • ® j +� 'RED BACKGROUND - a 6• •+ ' • ' + "WHITE LETTERING ° • - ' + "MINIMUM 3/8"LETTER HEIGHT ✓ V ALL CAPITAL LETTERS GSLB Ctass C- 10 Llce�se#976336 6„ w ,Q 6" :ARIAL OR SIMILAR FONT,NON-BOLD 151 iU " J 'REFLECTIVE WEATHER RESISTANT O LOCATION: DISCONNECT- 14PT(0.195")TEXT MATERIAL SUITABLE FOR THE ENVIRONMENT 1 10 3/8"TEXT 2" i = • a FOR ILLUSTRATION ONLY 211 6„ PV SUB PANEL (NOT ACTUAL MSP) • 0 0 0 . Ile a (IF USED) MAIN SERVICE PANEL 4O LOCATION: SUB PANEL(IF USED)- 14PT(0.195")TEXT O O 6 O10 MARKING SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR CONDUIT, RACEWAYS, 2" ® e =• O m ❑ ❑ ENCLOSURES,AND CABLE ASSEMBLIES EVERY • ® e ® •= r o AC m 10 FEET,WITHIN 1 FOOT OF TURNS OR BENDS, ,I� •' ` • DISCONNECT m ❑ ❑❑ AND WITHIN 1 FOOT ABOVE AND/OR BELOW 6„ (IF USED) m PENETRATIONS OF ROOF/CEILING m ASSEMBLIES,WALLS, OR BARRIERS PER CFC m 605.11.1.4. O LOCATION: SUB PANEL(IF USED)- 14PT(0.195")TEXT cm O m O m ` i m THE MATERIALS USED FOR MARKING SHALL 2" a r BE REFLECTIVE, WEATHER RESISTANT AND • • • • SUITABLE FOR THE ENVIRONMENT. i • •° a • MARKING AS REQUIRED IN CBC 3111.2.2-3111.2.4 SHALL HAVE ALL LETTERS 6, CAPITALIZED WITH A MINIMUM HEIGHT OF% INCH WHITE ON RED BACKGROUND PER CBC 3111.2.1. SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts r4 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 Equipment Labels RIVERSIDE, CA 92503 Project#: P-17274-16 Financier: CPF 15156 Biarritz St Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV04 = 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore- Roof Type: Concrete Flat Tile ■= STANDOFF ATTACHMENT SPACING I 2' , --4'— r 4'7r 4'7r 4' ?-T-5"--,' .f--4'--?'2'-3".f- 4 3'-4" Z o 4' 2' U�v 4' No. 65841 C'!91� 2' 4' 4' 4' 4 2' 4' 4 J 2' 4 / 4, 5'-6" 4' 4' 4' 4 4 — —4 4 3-5 4 License 4' Sealed. Ex Tres: 12/ZL � 17 4' 4' 3'-5" Photovoltaic Dead Load Statement(ROOF A} Total Area of Array= 240 Sq. Ft. Array Gross Weight= 690.9 Ibs. Photovoltaic.Dead Load Statement(ROOF B) Photovoltaic Dead Load Statement(ROOF C) Dead Load Rating= 2.88 I bs/sq.f . Total Area of Array 102.9 Sq. Ft. Total Area of Array= 68.6 Sq. Ft. Existing Stuctural Framing= 2x4 @ 24"o.c_ Array Gross Weight= 296.1 lbs. Array Gross Weight= 197.4 Ibs. Max Rail Span - 4' Dead Load Rating= 2.88 lbs/sq.ft. Dead Load Rating= 2.88 lbs/sq.ft. Existing Stuctural Framing= 2x4 @ 24" o.c. Existing Stuctural Framing= 2x4 @ 24" o.c. Max Rail Span= 41 1 Max.Rail Span= 4' CSLB Class C-10 6iZPW Nffi39 SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 Attachment Spacing 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV05 a .. 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore PROPERTY LINE 15' •'•,:;,i���'�ry a�,t0 h f'Y �Y••iq ;}{xr f �'ii•P• `r •�1 y 1;. S; ZNA..{i 6r.�' Y S .. i. n,II^ Sar Y' Li>r• 'LY•.'ri?. I, y..,� .��r'i�'••�:i'.�'•a.>;,:.:�"W+�� s ,�; +'�s'sq:s.•;:i'��s:l:s`:s � ' i' N 0 0 0 0 y�'�� T ` tia sly m J'';�i:s•'�`. .i#.�,y V '1 1 Ly L.L ��� � Y�f Zil•W: ��'S 1. "as;P Y it 1:'•,r p 1• :l:i•.f o No '�f1 1. 280 '.r.•• J 280 q •y J zao s.; zao :3 y�'• 280 i' 280 N CSLB Class C-10 License#97B336 3�i o0 1 AZIMUTH a 30 3�✓GcJ � 180 PROPERTY LINE SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEETTITLE William Roberts Site Plan 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV06 CSLB #976336 Jurisdiction: Lake Elsinore 951-452-9591 GAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN EQUIPMENT AT 0 - METER AND MAIN O SERVICE O - AC DISCONNECT - INVERTER SOLAR ARRAY m MAXIMUM SYSTEM VOLTAGE: - 240V MAXIMUM CURRENT: L — CSLB Class C-i 0 License#976336 21A �,��( ,�- s��w 15156 Biarritz St, Lake Elsinore, CA 92530 Customer # P-17274-16 SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEErTITLE William Roberts Placard 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 15156 Biarritz St RIVERSIDE, CA 92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA 92530 844-357-2258 System Size: 6.72 KW Version: 1 SHEET# PV07 =F 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore c ATTACHMENT DETAIL 4"BETWEEN ROOF--�,"". AND PANELS F===� I I I I I I I I 0.cmf Fvpc:L-16r2:e F12[71t 4' FLASHING J nimum 4.5' 3" Penetra' n ONE 5/16"STAINLESS STEEL LAG BOLT 2x4 AND FLAT WASHER ELEVATION VIEW SOLAR MODULE ECO-X CLAMP-\\ � 3"MIN Roof Type:Co=e`e Flat T-fl e FLASHING Q�p r tSS/pNc Mini u U?� m Penetration —' < NO. 65841 M cS c ONE 5/16"STAINLESS STEEL LAG BOLT AND FLAT WASHER License Expires: 12/31/2 0 2x4 Sealed: .z /201 NOTE: FOR MORE DETAILS SEE RACKING ATTACHMENT CSLB Class C-10 License#976336 E C O-X TO BE USED SOLCIUS Permit Designer: Kyler Powelson Designed 06/03/2016 SHEErTITLE � William Roberts Racking Elevation 12155 MAGNOLIA AVE SUITES 12 B/C Permit Reviewer: Austin Meredith Reviewed 06/06/2016 9 � 15156 Biarritz St RIVERSIDE, CA92503 Project #: P-17274-16 Financier: CPF Lake Elsinore, CA92530 844-357-2258 System Size: 6.72 KW Version: 1 sHEEr# PV08 951-452-9591 CSLB #976336 Jurisdiction: Lake Elsinore n, 0 >Umo"Imod US" • _ AC , ��,,,•tUyc TUV Power controlled: r sm- TUVRheinland € Lowest measuring tolerance in industry i /O 000002111'�A �WE Every component onent is tested to meet 3 times IEC requirements 4 u i,_..... _,i Designed to withstand heavy accumulations of snow and ice n Sunmodule Plus: Positive performance tolerance r � , j year 0 25-year linear performance warranty and 10-year product warranty V Glass with anti-reflective coating World-class quality •Qualified.1FC 61215 m � Anunonia reslsianee Safety tested,lFC W30 = = tested Fully-automated production lines and seamless monitoring of the process and mate- Periodic laspection 3 r(l.;n'm.,"n •Periodic lnsPecOon •Slowlncg sand resistant Power Controlled rial ensurethe qualitythatthe company sets as its benchmarkfor its sites worldwide. SolarWorld Plus-Sorting -TESTED SAI.1'NIKU RESISI'AN'T Plus-Sorting guarantees highest system efficiency. SolarWorld only delivers modules PHOT.VOLTAIC PRODUCT C CROUS that have greater than or equal to the nameplate rated power. UL 1703 a „ 25-year linear performance guarantee and extension of product warranty to 10 years ; f;UF SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry. In addition,SolarWorld is offering a product warranty,which has L.S. been extended to 10 years.* Home innatiatinti NOBS GREEN CERTIFIED.- *in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty MADE IN USA OF US Bola rworld.co m AND IMPORTED PARTS Sunmodule;//' Plus e r SW 280 MONO BLACK . i PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)* PERFORMANCE AT 800 W/M',NOCT,AM 1.5 Maximum power Pmax 280 Wp Maximum power Pmax 207.2 Wp Open circuit voltage V°C 39.5 V Open circuit voltage V°C 35.8 V Maximum power point voltage VmPP 31.2 V Maximum power point voltage Vmpp 28.3 V Short circuit current I5C 9.71 A Short circuit current I5C 7.85 A Maximum power point current Impp 9.07 A Maximum power point current Impp 7.33 A Module efficiency nm 16.7% Minor reduction in efficiency under partial load conditions at 25°C:at 200 W/m',100% (-1/-2%)of the STC efficiency(1000 W/ml)is achieved. *STC:1000 W/ml,25°C,AM 1.5 1)Measuring tolerance(P,,,_)traceable to TUV Rheinland:+/-2%(TUV Power Controlled). COMPONENT MATERIALS THERMAL CHARACTERISTICS Cells per module 60 NOCT 48°C Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in(156.75 x 156.75 mm) TC15C 0.044%/°C Front Tempered glass(EN 12150) Frame Black anodized aluminum TC Pmpp -0.43%/°C Operating temperature -40°C to 85°C Weight 39.5 Ibs(17.9 kg) SYSTEM INTEGRATION PARAMETERS ISC _ 1000 W/m2 Maximum system voltage SC 11/NEC 1000 V _.e._.......-......W._.._......_............_......_._.__...._...._... Maximum reverse current 25 A 800 W/mz Number of bypass diodes 3 psf donward a 600 W/mz Design Loads* Two rail system 113 64 psf upward - - -- -- Design Loads* Three rail system 170 psf downward 400 W/mz g71 psf upward g _ Design Loads* Edge mounting 30 psf downward Z 30 psf upward 200 W/m p p 100 W/mz *Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA Va Module voltage[V] Power sorting' -0 W p/+5 W p x 4 37.44(951) J-Box I P65 - Module leads PV wire per UL4703 with H4 connectors Module type(UL 7703) 1 11.33(288) Glass Low iron tempered with ARC 39.37(1000) 0.6(15.3 VERSION 2.5 FRAME Version Compatible With both"Top-Down" 2.5frame = and"Bottom" mounting methods 65.94(1675) bottom N Grounding Locations: mounting -4 corners of the frame holes -4 locations along the length of the module in the extended flanges 1.34(34) J- x 4 4.20(107)t 4 1.22(31) 39.41(1001) �I All units provided are imperial.SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. SW-01-6026US 12-2014 NOTICE OF COMPLETION U L AND AUTHORIZATION TO APPLY THE UL MARK 01/07/2015 Everest Solar Systems Dan Glaser Ste 111 3809 Ocean Ranch Blvd Oceanside Ca 92056, Us Our Reference: File='E467724, Vol 1 Proiect�`Number 4786601840 Your Reference: r'`D.Glaser 1,0/07,3 Project Scope: '` Fire System Testing - Everest CrossRail System utilizindtrossRail 48 rails: Class A System fire rating wit Listed Type 1 and 2 modules. Dear Dan Glaser`: Congratulationst UL's investigation of your products) 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 Follow-Up Services Procedure and serves as authorizakni to apply the UL Mark at authorized factories under UL's Follow-Up Service Program. To,provide�your manufacturer(s) with the intended authorization to use the UL Mark.,, yodmust send'a copy of this notice to-each manufacturing location currently authorized under File E467724,'Vol T. Records in the Follow-Up Services Procedure covering the.?product are now being prepared and will be sent in the near'future'.;' uth.'Until then, this letter aorizes application of the UL-'Markldori90 days from the date indicated above`., `��, Additional requirements related to your responsibilities as the Applicant can be found in the document"Applicant responsibilities related to Early Authorizations" that ca,n be found at the following web-site: hitp-://www'ul.com/EAROsponsibilities ; Any information and documentatiorrprovided to;you:iholving UL Mark services are provided on behalf of UL LLC (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. 3 1 Very truly yours,�� Reviewed by Nathan Wang Bruce-A:.," ahrenholz 847-664-3951 847-664-3009 Senior Project Engineer CPO Director Nathan.Wang@ul.com Bruce.A.Mahrenholz@ulcom NBKE968-OF116B This is an electronically generated letter. Signatures are not required for this document to be valid. Page 1 of 1 I solam a Iffil rzz.- SolarEdge Single Phase Inverters For North America SE300OA-US / SE380OA-U / SEA OA-US / E0000A-US / SE700 A- / 000 . / 1 verf�r I NN W, d yews t warren y Ja�aawe, The best choice for SolarEdge enabled systeryis ® Integrated arc fault protection (Type 1) for NEC 2011 690.11 compliance Superior efficiency (98%) Small, lightweight and easy to install on provided bracket ' Built-in module-level monitoring = Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only .. Pre-assembled Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 USA - GERMANY - ITALY - FRANCE -JAPAN -CHINA -AUSTRALIA-THE NETHERLANDS - ISRAEL www.solaredge.us i Ingle Phase Inverters for North America s o I a rZog SE300OA-US/ SE380OA-US/ SE500OA-US/ SE600OA-US SE760OA-US/ SE1000OA-US/SE1140OA-US I SE3000A-US SE3$OOA-US SESOOOA-US SE6000A-US SE7600A-US SE1000OA-US I SE11400A-US - OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 00 @ V 1000 @ 22440V 11400 VA 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 5450 @240V 6000 8350 10950 @240V ( 12000 VA AC Output Voltage Min.-Nom.-Max.111 ✓ 183 -208-229 Vac AC Output Voltage Min.-Nom.-Max.(1) ✓ ✓ f f 211-240-264 Vac I i AC Frequency Min.-Nom.-Max.(1) 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current i 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A f 1 21 @ 240V 42 @ 240V GFDI Threshold ; 1 A Utility Monitoring, Islanding Protection,Country Configurable Thresholds Yes Yes INPUT _ Maximum DC Power(STC) 4050 5100 6750 -$100 10250 13500 15350 W Transformer-less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage ( 325 @ 208V/350 @ 240V Vdc Max. Input Current(') 9.5 ( 13 16.5 @ 208V 18 23 33 @ 208V 34.5 Adc I 15.5 @ 240V I 1 1 30.5 @ 240V Max. Input Short Circuit Current 45 Adc Reverse-Polarity Protection ! Yes Ground-Fault Isolation Detection 600ksa Sensitivity Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 CEC Weighted Efficiency 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 98 @ 240V 97.5 @ 240V I Nighttime Power Consumption i <2.5 <4 W ----__ _.._._.-._ _ ...._._. ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 I Optional()) Rapid Shutdown-NEC 2014 690.12 ' Functionality enabled when SolarEdge rapid shutdown kit is installed(') STANDARD COMPLIANCE _ Safety UL1741, UL16996, UL1998,CSA 22.2 Grid Connection Standards f IEEE1547 Emissions -. __•. mm � N -yY FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size J AWG range - 3/4"minimum/16-6 AWG - 3/4" minimum/8-3 AWG DC input conduit size/#of strings/ 3/4" minimum/1-2 strings/ AWG range 3/4" minimum/1 2 strings/16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 10.5 J in/ (HxWxD) 30.5x12.5x7.2/775x31Sx184 775x315x260 mm Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 lb/kg Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable) Noise 1 <25 <50 dBA Min.-Max.Operating Temperature Range ' -13 to+140/-25 to+60(-40 to+60 version available")) °F/-C Protection Rating NEMA 313 . h)For other regional settings please contact SolarEdge support. Il'A higher current source may be used;the inverter will limit its input current to the values stated. (3)Revenue grade inverter P/N:SExxxxA-USOOONNR2(for 7600W inverter:SE7600A-US002NNR2). 1')Rapid shutdown kit P/N:SE1000-RSD-S3. li)-40 version P/N:SExxxxA-USOOONNU4(for 7600W inverter:SE7600A-US002NNU4). sunsPs RoHS 9li.M1N C4-- trademarks0( Solar Edge Technologies,the.All rights reserved. SOLAREDGE,the SolarEdge logo.OPTIMIZED BY SOLAREDGE are or • Technologies,Inc.All other trademarks mentioned herein are trademarks of Date: o I a r=@to SolarEdge Optimizer Module Add - On For North America P300 / P320 / P400 / P405 ' s ff � n 3 f n y x5 � v 01 l i L 3�N' power r. �" `f•�az�uaih m PV power optimization at the module-level ,- Up to 25% more energy — Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization s Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solcaredge.us solar,- • SolarEdge Power Optimizer Module Add-On for North America P300 / P320 / P400 / P405 P300 P320 P400 P405 (far 60 cell modules) (for high-power (for 72&96-cell (for thin film 60-cell modules) modules) modules) INPUT _ ____.�... � _._ Rated Input DC PowerM 300 320 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8 -48 8- 80 12.5 - 105 Vdc Maximum Short Circuit Current(Isc) 10 11 10 Adc Maximum DC Input Current 12.5 13.75 I 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 % Overvoltage Category OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer _STANDARD COMPLIANCE EMC _ FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class Ilsafety), UL1741 ROHS _ _ _ Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions (W x L x H) 128 x 152 x 27.5/ 128 x 152 x 35/ 128 x 152 x 48/ mm In 5x5.97x1.08 5x5.97x1.37 5x5.97x1.89 / Weight(including cables) 770e/ 1.7 930/2.05 930/2.05 gr/lb Input Connector MC-1 Compatible Output Wire Type/Connector Double Insulated; MC4 Compatible Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 °C/°F Protection Rating IP68/ NEMA6P Relative Humidity 0- 100 % =i Rated S'T'c power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE_ THREE PHASE 208V THREE PHASE 480V A S_OL_AR_EDGE INVERTER(2) Minimum String Length 8 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations (21 It is not allowed to mix P405 with P300/P400/P600/P700 in one string. rC E Q� • OQ SolarEdge Technologies, SOLAREDGE, i BY SOLAREDGE are tradernarks or - • • - • Technologies. trademarks • • owners. i 02/2015 V.01.Suhiect to change without notice. AIIII The new EcoX is an Innovative, rail-less racking system, proven A„ to organize the installation process. The flexible design 1offers a clean aesthetic, simplified logistics, and delivers higher quality installation at a lower cost per watt. NO ;ate x a� t s o , f Y/ — .J is ' Val 41. Fa s � x GG _. lir`I�i I�ylilll�!,1rVm M l } >lB i Simple. Supported . Modules drop in From above Universal components mount to The Ecolibrium Meld support team and there is never a need to standard Framed modules. With ofFers on-site installation training reach over or walk on modules. a single socket size and a wide and ongoing technical support. Pre-assembled components range oFadjustment, it is quick And From project planning to and quick connections make and easy to install any array logistics to installation, we are EcoX easy to install. with a clean, Finished look. dedicated to customer service. ', sales na ecolibriumsolar.com ( uS: 740-249-1877 www.ecolibriumsolar.com EcollbriumSolar r _ --- ----._ .-......_...... ........_._..........._.................._......_....__...._....................._...............__.._........._.._ ......... ...............) tie ON �w F� ;7 Aesthetic Design Cable Management A wide range oFadjustment makes it easy to install a Whether installing with Microinverters, Power straight, level system. Components are designed to Optimizers, or String Inverters, EcoX provides wire blend into the array, and the aesthetic skirt creates management provisions to both prep the modules, and a Finished look. Alternatively, a skirt Free option is to route homerun or trunk cables throughout the array. available to provide a more traditional look. Etdi6riumS ar - --......�� ••aroau m4 $� -- Av Layout .+r .Cuck me va�.rw pesow x can m ma. .traueie-cu�c a Aansi sn ae iaraa w rem;ra a rte!-raroe rai Flexible System Design Single Point Grounding The EcoX Estimator is a powerFul racking system EcoX and approved modules create a continuously design tool. The user inputs all site conditions and bonded system. The installer can connect a Finished can layout multiple rooFsurfaces. The EcoX Estimator array to ground with a single bonding lug. outputs a site specific design package with engineering specs and bill oFinaterials. Technical Specifications ..............................._..............._.................._._................._..................._....._........................................._.........................._.............................--......................................................................................................._... Racking components: Aluminum, stainless hardware, dark Materials bronze anodized upper surface, mill Finish lower surFaces Flashings: Aluminum, black powder coated Finish Grounding/Bonding Validation UL27O3 - see installation manual for specific module approvals Fire Resistance Validation UL27O3 - Class A, Type 1 and Type 2 modules Mechanical Load Validation UL2703 - see installation manual For specific module approvals ........................................................................._....-----._.................................................................................................................................................................................... ...........................__._._.._._..._._..................................... Flashing Validation ICC-ES AC28O/UL441 Rain Test For Roof='Flashing Adjustability 1" vertical range, 3.5" North/South range, connect anywhere in East/West direction Warranty 15 years sales a(5)ecolibriumsolar.com US: 740-249-1877 www.ecolibriumsolar.corn Ole; ECO�IbI'll1tT1 JQlaI" TOV Rheinland PTL Business Stream Products Renewable and Solar Technology Attn: Chris Bamat EcolibriumSolar Inc Email- 340 W State St, Unit 22 agun roe @us.tuv,com Athens, OH 45701 July 17,2015 Letter of Compliance for UL ,1703 System Fire Test Type of Equipment PV Module Mounting System Model Designation: EcoX2 (2 rid Generation EcoX) TOV Rheinland Project Number: ELS150128B, ELS150629, ELS150713 Test Requirement: UL 1703 May 2015, §31.2 This letter is confirmation that the EcolibriumSolar EcoX.2 (2 nd Generation EcOX), when installed at a 4 1W mounting height has successfully completed fire testing according to UL 1703 ed. 3 R20150519, §31.2. Congratulations on this achievement. The EcoX2 (2`d Generation EcoX) PV Mounting System has demonstrated compliance ,with a Class A Fire Rating when installed with the following PV module Fire Classification, Types: ® Type I * Type 2 In order to maintain fire rating the EcoX2 system requires the Junction-box be mounted away from the roof edge when installed with Type 1 and Type 2 modules. With 5" standoff height being considered worst-case scenario, the tested configuration is expected to apply to 41/4" and all lower installation standoff heights. Use of a south edge wind deflector has been evaluated with Type 1 modules, and. it is not required to maintain fire rating. Use of the south edge deflector will Still retain fire rating and remove the junction box position restriction ONLY for Type 1 modules. Complete test results, as well as any installation,m ethods required in order to maintain the TOV Rheinland PTL fire rating, can be found in report.R2-ELS1 50218B. Photovoltaic Testing Laboratory 2210 South Roosevelt Street This correspondence may,be used as a Letter of Compliance (LOC) indicating the Tempe.Arizona 85282 EcolibriumSolar EcoX2 ( 2"d Generation EcoX), has met the relevant system fire test Main Phone:480-966-1700 requirements. This letter is not intended to replace a certification nor is it an authorization Main Fax:775-314-6458 to mark. Einail,info,@tuvpfl.com Sincerely, TOV Rheinland North America Holding, Inc. I Federal Street Andrew Gunnoe. Boston,MA 02110 Test Manager Main Phone:617-426-4888 TOV Rheinland PTL Main Fax:.617-426-6888 Member of TOV Rheinland Group i Solar/ Fuel Cell Technologies OW Rheinland PTL Photovoltaic Modules Attn: Mr. Chris Bamat Lead Validation Engineer Ecolibrium Solar 340 West State Street Unit 22 Athens, OH 45701 July 06, 2015 Letter of Conformance — Bonding Tests Type of Equipment: PV Mounting System Model Designation: EcoX2 Serial Number: N/A Test Requirement: UL 2703 TUV Rheinland Reference File: L1-ELS150128a (RevB) TUV Rheinland Project Number: ELS150128a Dear Mr. Bamat, Ecolibrium Solar's EcoX2 PV mounting system has been successfully evaluated for electrical Bonding according to the requirements of UL 2703. Congratulations on this achievement. The following modules have been evaluated and qualified for use on the EcoX2 racking system with respect to Bonding. Manacturer Mo uf duleType/Series Manufacturer Module Type/Series Yingli Solar YGE 60 (YL2XXP-29B) Q-Cells Q.PRO-G3 Yingli Solar Panda 60 (YL2XXC-30b) Q-Cells Q.PRO BFR-G3 Trina Solar TSM-PX05.XX LG Solar LGXXXNIC-A3 (Mono Neon) SunEdison F-Series: F2XXXXX-XX LG Solar LGXXXSIK-A3 SolarWorld Pro-SW XXX POLY LG Solar LGXXXNIC-A3 SolarWorld Plus-SW XXX MONO BLACK LG Solar LGXXXNIC-G3 SolarWorld Plus-SW XXX MONO LG Solar LGXXXAIC-B3 TUV Rheinland PTL, LLC Canadian CS6P Monocrystalline Solar (CS6P-XXXM) Jinko Solar JKMxxxP-60 2210 S. Roosevelt St. Tempe,Az 85282 Canadian CS6P Polycrystalline USA Solar (CS6P-XXXP) Jinko Solar JKMxxxM-60 Tel +1 480 966 1700 Hyundai HiS-XXXXRW (60-cell) Jinko Solar JKMxxxMM - 60 Fax +1 775 314 6458 Hyundai HiS-XXXXRG (60 cell) Jinko Solar JKMsxxxP-60 Mail info@tuvptl.com Hyundai HiS-XXXXMG (60-cell) Suniva OPT XXX-60-4-1B0 This letter may be used as a letter of conformance (LOC) indicating these PV modules are suitable North American Headquarters for use on the EcoX2 PV mounting system with respect to electrical Bonding. The EcoX2 racking 1 Federal Street system installation manual may be updated to include these modules. Boston, MA 02110 Tel 617-422-4888 Toll Free TUV-RHEINLAND Sincerely, Web www.tuv.com 3 _ Y Member of L TUV Rheinland Group Jack Castagna, PE Solar Components Program Manager TUV Rheinland PTL Page 1 of 1 i Solar/ Fuel Cell Technologies TOV Rheinland PTL Photovoltaic Modules Attn: Mr. Chris Bamat Lead Validation Engineer Ecolibrium Solar 340 West State Street Unit 22 Athens, OH 45701 August 26, 2015, Letter of Conformance — Mechanical Load Tests Type of Equipment: PV Mounting System Model Designation: EcoX2 Serial Number: N/A Test Requirement: ANSI/UL 2703, First Edition TUV Rheinland Reference File: L2-ELS150128a(Revl) TUV Rheinland Project Number: ELS150128a Dear Mr. Bamat, Ecolibrium Solar's EcoX2 PV mounting system has been successfully evaluated for Mechanical Loading according to the requirements of UL 2703, Section 21. Congratulations on this achievement. The following modules have been evaluated and qualified for use on the EcoX2 racking system using the identified Applied Test Loads. For all modules in Table 1, the Applied Test Load exceeds the minimum test loading required for compliance. Table 1: Mechanical Load Test Results per ANSI/UL 2703, Section 21 Tested Modules; Applied Test Loads . U 'ward Surface Downward 1 ; p Down Module Pressure Model Type Area Pressure Test slope Test Manufacturer ' Load (psf) Test Load Load (psf)" Yingli Solar YL250P-29b 17.58 60 60 35 Sunmodule Plus SolarWorld SW 275 mono 18.05 60 60 35 TUV Rheinland PTL, LLC black 2210 S. Roosevelt St. Trina Solar TSM-255PA05.18 17.6 60 60 35 Tempe,Az 85282 Canadian Solar CS6P-245P 17.33 60 60 35 USA LG Electronics LG270Sl C-B3 17.65 45 45 35 Tel +1 480 966 1700 QPRO BFR-G3 Fax +1 775 314 6458 . Q Cells 255 17.98 60 60 35 Mail info@tuvptl.com Jinko Solar JKM250P-60 17.62 60 60 35 SunEdison SE — F 36 65KMD - 17.69 60 60 35 North American Headquarters HHyundai HiS-M255RG 17.62 60 60 35 1 Federal Street y Boston, MA 02110 Tel 617-422-4888 Design Load Ratings in each direction for each module is determined by calculating safety-factor Toll Free TUV-RHEINLAND according to: Design Load Rating = Applied Test Load / 1.5. Table 2 indicates the Design Web www.tuv.com Load Ratings for the tested module types as well as modules from the same manufacturers qualified for use on the EcoX2 system. The criteria for this Qualification by Similarity is based on Member of verification that approved modules from the same manufacturer must have identical frame TUV Rheinland Group geometries to the tested module and must be the same (or lower) surface area. Page 1 of 2 v i TCIV Rheinland PTA. Table 2: Design Load Ratings and Qualified Module List Evaluated Modules Design toad 'Ratings Model T e % Upw11 ard Module yp Surface' Downward p Down- Pressure , (X used to indicate : Area Pressure Test -slope Test- :Manufacturer Test Load variable text) ` (sgft) Load (psf) �(psf�. , Load (psf) Yingli Solar YL2XXP-29b 17.58 40 40 23 YL2XXP-30b 17.58 40 40 23 Sunmodule Pro - 18.05 40 40 23 SW XXX Poly Sunmodule Plus - 18.05 40 40 23 SolarWorld SW XXX MONO Sunmodule Plus - SW XXX Mono 18.05 ' 40 40 23 Black Trina Solar TSM-XXX PX05.18 17.6 40 40 23 Canadian Solar CS6P-XXXM 17.33 40 40 23 CS6P-XXXP 17.33 40 40 23 LGXXXN 1 C-133-X3 17.65 30 30 23 LG Electronics LGXXXS1 K-B3-X3 17.65 30 30 23 LGXXXS 1 C-B3-X3 17.65 30 30 23 LGXXXA1 C-B3-X3 17.65 30 30 23 Q.PRO BFR-G3 17.98 40 40 23 XXX Q Cells Q.PRO-G3 XXX 17.98 40 40 23 Q.Plus-G3 XXX 17.98 40 40 23 Jinko Solar JKMXXXP-60 17.62 40 40 23 JKMXXXM-60 17.62 40 40 23 JKMXXXPP-60 17.62 40 40 23 JKMXXXMM-60 17.62 40 40 23 SunEdison SE — FXXXXX-XX 17.69 40 40 23 HiS-MXXXMG 17.62 40 40 23 TUV Rheinland PTL, LLC Hyundai HiS-MXXXRG 17.62 40 40 23 2210 S.Roosevelt St. HiS-MXXXRW 17.62 40 1 40 23 Tempe,AZ 85282 USA Tel +1 480 966 1700 This letter may be used as a letter of conformance (LOC) indicating these PV modules are suitable Fax +1 775 314 6458 for use on the EcoX2 PV mounting system. The EcoX2 racking system installation manual may Mail info@tuvptl.com be updated to include these modules. Sincerely, North American Headquarters 12 Commerce Road Jack Casta9 na PE Newtown, CT 06470 Solar Components Program Manager Tel 203-426-0888 TUV Rheinland PTL Fax 203-426-4009 Toll Free TUV-RHEINLAND Web www.tuv.com Member of TUV Rheinland Group Page 2 d - 1 it PFS Corporation Assurance you can build on' An Employee-Owned Company Headquarters 1507 Matt Pass June 23, 2015 l Cottage Grove, WI 53527 Phone: 608.839.1013 Fax: 608.839.1014 Website www.pfscorporation.com Re: Letter of Completion James J.Husom President&CEO jhusom@pfscorporation.com This is certify that PFS Corporation completed UL 441 Rain Test requested by James A.Rothman, PE Ecolibriuln Solar, Athens, OH, as detailed in PFS Report# 15-054-A on June 16, 2015. Sr.Vice President -Quality Control jrothman@pfscorporation.com Configurations 1, 2, and 3 as detailed in the test report were tested and did not exhibit any leakage at the end of the test. Regional Offices Northeast you, Thank Bloomsburg, PA y 570.784.8396 Southcentral Plano,TX 972.424.2740 m-- Deepak Shrestha, PE Western Los Angeles,CA General Manager—PFS Lab 310.559.7287 Southeast Wake Forest,NC 919.217.7002 Products Division Cottage Grove,W I 608.839.1013 Manufactured Structures Division Cottage Grove,W 1 608.839.1013 SCC Accredited CB•P/S -ti GUN ACCREDITED