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BSOL2015-0110LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000} of Division 3 of e;Busin and Professions Code, and my License is in full force and effect. License Cla C46II B CSO A Licens No.: 4 Date: I A Contractor: Y' OWNER -BUILDER DECLARATION V I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5,'Business and Professions Code: Any ,. city or county that requires a permit to construct, alter, improve, demolish, or,repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant tothe provisions of the Contractor's State License. Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a . permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (�.I, as owner of the property, or my employees.with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon; and who does the work himself or herself through his or her own employees, provided that the improvements, are mprovements- are not intended or offered for'sale. If,'however, the building or improvement issold.. within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusivelycontracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds br improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� Lam exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Na Lender's Add WORKER'S COMPENSATION DECLARATION.. (.hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of t or which this permit is -issued. I have and will maintain. workers' compensation insurance, as required by Sect n f:the Labor Code; for.�the performance of the work for which this permit is iss :orkers' compensation insurance carrier and policy number are: Carn Policy Number. _ ce ify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree. that, if I shouldcome subject to the . workers' compensation provisions of Sectio o f the La Code, I shall forthwith comply wit those p ovisions. . Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COM PENSATIONVERAGE IS UNLAWFUL, AND'SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION O THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is'hereby made to the Building Official for a permit subject to the conditions and restrictions set forth'on this application. 1.Each person upon whose behalfthis application is made, each person at whose request and for whose benefit work.is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend; indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued,as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days.will subject permit io cancellation. I certify that I have read this application and state that the v rm-- is correct. I agree to comply with all city and county ordinan and I ws elating to building construction, and hereby authorize representati s of ci t en r upon the above- mentioned pr pe y o ins ' .purposes. Date: ignature (Applicant or Age ): C� 4v,., � VOICE (760) 777-7125 78-495 CALLE TAMPICO 0 D :` ,. FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT. DEPARTMENT INSPECTIONS (760) 777-7153 'BUILDING PERMIT Date: 7/31/2015 Application Number: BSOL2015-0110 Owner:' Property Address: 51910 AVENIDA RAMIREZ HECTOR GOMEZ APN: - 773171008 51910 AVNEIDA RAMIREZ Application Description: GOMEZ / 20 ROOF MOUNTED SOLAR PANELS (1) INVER R LA QUINTA, CA 92253 Property Zoning: Application Valuation: $11,713.00 O Applicant: Contractor: SOLRCI TY 3055 CLEARVIIEW WAYION SO RCITY 3055 CLEARVOIEW WAYION ATTN ZOE STEELE ��. QU�p�CQ�Q , ATTN ZOE STEELE SAN MATEO, CA 94402 OQ�Q�`a� SAN, MATEO, CA 94402 (650)963-5630 .�� Llc: No.: 888104 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000} of Division 3 of e;Busin and Professions Code, and my License is in full force and effect. License Cla C46II B CSO A Licens No.: 4 Date: I A Contractor: Y' OWNER -BUILDER DECLARATION V I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5,'Business and Professions Code: Any ,. city or county that requires a permit to construct, alter, improve, demolish, or,repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant tothe provisions of the Contractor's State License. Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a . permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (�.I, as owner of the property, or my employees.with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon; and who does the work himself or herself through his or her own employees, provided that the improvements, are mprovements- are not intended or offered for'sale. If,'however, the building or improvement issold.. within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusivelycontracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds br improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� Lam exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). - Lender's Na Lender's Add WORKER'S COMPENSATION DECLARATION.. (.hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of t or which this permit is -issued. I have and will maintain. workers' compensation insurance, as required by Sect n f:the Labor Code; for.�the performance of the work for which this permit is iss :orkers' compensation insurance carrier and policy number are: Carn Policy Number. _ ce ify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree. that, if I shouldcome subject to the . workers' compensation provisions of Sectio o f the La Code, I shall forthwith comply wit those p ovisions. . Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COM PENSATIONVERAGE IS UNLAWFUL, AND'SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION O THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is'hereby made to the Building Official for a permit subject to the conditions and restrictions set forth'on this application. 1.Each person upon whose behalfthis application is made, each person at whose request and for whose benefit work.is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend; indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued,as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days.will subject permit io cancellation. I certify that I have read this application and state that the v rm-- is correct. I agree to comply with all city and county ordinan and I ws elating to building construction, and hereby authorize representati s of ci t en r upon the above- mentioned pr pe y o ins ' .purposes. Date: ignature (Applicant or Age ): Y ie A l » . Y- .. ;� ,,.,'fk:$ti vT. 4{' ,�'`g'!: a: kwy •� :•. sx� '� ::i. i� n ai `�n�?'.5, ; I s;y''•'m:'r'''n"�.4d`&i 4YRGF� DE�SCRIPION��AC OUN T� QTYAIVMOUNT PAID,DATE zq�•'. BS4S;S61473 FEE -101 0000-20306' s 0 $1 00 $0.00 5�`v."'T`n. 'Y �d.:7kr', tl"d+YNL. !•A n�a�nck PAIDfBY_t k? =METHOD rtm d ��RECEIRT #'� _ u GHEGKE #� GLTDBY° ii -m n3x.6:.',F Total'Paid�forBUILDING,STANDARDS ApMINISTRATION BSEt .$1 00 $0.00 ^ z°•n , , ahx`. j y '' : ks.:- `" �'MeGt:°5r'<8 ��:DESCRIPTION� ;xf : -*, vE .?, ; � .: v ta^>.. a ^s. '. t + 5;`=. ACCOUNT ,t 'g' "' °'t ' QTYF ;. a ;'FT% 4� 'n%7 »+T s °air m AMOUNTi ;�. ,+ �% :. Wiz, PAID ° PAIp:DATE ' PV SYSTEM ARRAY, FIRST 20 : .. _ 101 0000-4240 0 $24 1T . $0.00 ..S =� �� PAID>BY��' < R.M. ,, ai ?`�' 1 W : ,4a.•3: 4'Lti3&2'�A1' ..9 +9' a.4.'..-rAl, -...��`bw.:�:�:.�✓'�-� .y - „ ±5 e 5_'r..TX 3•_=`._M METHOD � §S.'S' .�C., . � p. ' ,,r RECEIPT # s� � ,�:...�.E'si$d <.vE=N::r.:sa .i .a�.�£}�. 4i .CHECK #mak c �:. «.�::.:M:.:. ... u:��a,,z''i:,<..:.,::. �z-�'n� �CLTDBY ���e:ti•a� :�N.., DESCRIPTION- �f°, ':F�%,��.•iY...:PYA";%a:LSai,'3,:�v.i,nRw�"�.'i.fsiA:,-;.�4. E:4y'sil��:'m` .'A000.UNT�,"n,: :. >:. 3&�YMT..Y..,:pe yY... M1 i' .t<... ,: iyQTY Es%Y�.'P, �y.:°R'F'NT,mi �aY•i AMOUNTg�°43�?PAID;�, �. r«°,N'iF%si'z*:@Y+--t4DF _; gyR\"%i:,-"b. .�g`Y.u.,9�s..�n -.. F •.iii:-«k!,4�vNt.ki�:a`''-dffiR;:''. "..,;q' r9PAID.DATEA PV SYSTEM ARRAY, FIRST 20,P.0 `101`0000.42600': ..:0. 24A7 $0:00 'e . 4 4' rSi• +fie 4' € - i.. ...t t5 :c; Bpd PAID BY ,, .,METHOD `', 4'h - .P;tiT$7,^.t; 0.'i 3 it. w4ErS:s$F.'€5t,'�'`.��`r L Y:k w3?'i:::n".a"".ve'•"'j�' 'h RECEIPT #yy L fvY. v CHECK _ r✓ad:t3Yer1$Y..W:x�T3'�� ^' .F✓ Y'..:i"e' ':.c Wb:k{;ik.ViBssi;:`,?n�7`tb TotAPaid for ELECTRICAL $48:34 .$0.00 fDESCRIPTIOIV °> h:F a ACCOUNT =r `3:QTY* i-Y`�.*�ix.53r� 1Y <-. 5,�vt AMOUNT . "s',.z" 1` Y;`E'bNidE-<4:.6tiE;H".a'�' . PAID s"�u�rt:SsA'v=:c�'.6r3.,�.�w.'-._ PAI. D'DAT•E �*.,�+ra°3z`GGvk'F :3; Sw _ PERMITJSSUANCE 'g 1010000=42404-, 0 $9185 $0.00 g .- k 'K Ills ��... d � ��� =:Yv�':1:°^ti"r"34t Y��'�' yi`'SSYi �RECEIPT�#� 5x T5'v'[.�5cN'^K',;-..�4CEa'"' CHEC� � Ct D BYE Total Paid forPERMIT ISSUANCE 91 85 . $0.00 . t • �a,n s.e...:._.rh...3.f:..4t.,h�...4AYl:'.::h .<�iti.:4u",Y:fii!l..f',(4 ..(:,.. :,l,Fr•�.., .A •:..� ,,. OEM Description: GOMEZ / 20 ROOF MOUNTED SOLAR PANELS (1) INVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 7/21/2015 SKH Approved: 7/30/2015 JFU Parcel No: 773171008 Site Address: 51910 AVENIDA RAMIREZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 59 Lot: 17 Issued: UNIT 5 Lot Sq Ft: 0 Building Sq Ft: 0. Zoning: Finaled: Valuation: $11,713.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 5.3 kW SOLAR ARRAY - (20) 265W KYOCERA KU2656ZPA PANELS W/ (1) ABB PVI-4.2-OUTD-S-US-Z-A INVERTER [360SF] 2013 CALIFORNIA ELECTRICAL CODE. 9 r. Applied to Approved CONDITIONS_ FINANCIAL INFORMATION Printed: Friday, July 31, 2015 1:12:42 PM 1 of 2 IWAIR WW SYSTEMS Printed: Friday, July 31, 2015 1:12:42 PM 2 of 2 SYSTEMS ...... _... _ CLTD., DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY . BY:..; BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM -ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC Total Paid forELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid for PERMIT ISSUANCE: $91.85 $0.00 TOTALS:00 Printed: Friday, July 31, 2015 1:12:42 PM 2 of 2 SYSTEMS of uinta BulkUng ar Safety Division P.O. Box 1SO4,78-495 011e.Tamptco IA.Qutlita, CA 92253 -:(760) 777-7012 Building Permit App(ication' and Tracking Sheet Pemlit # Project Addles S "l C G IV 1 Owner's Name:.. A. P. Number. Address: Legal Description: Contractor. Solar City City, ST, zip:La Quinta, CA Telephone: 4pa�els Address: 3055 Clearview Way. i'rcje4Description: roof mounted sola city, ST, zip: San Mateo, CA, 94402 inverter(s) Telephone:650-638-1028 State Lie. # : 888104 City. Lia. #; Arch, Bngr., Designer. Address: City., ST, Zip: Telephone: State Lic. #: Name of Contact Person: Elena Loya Construction Type: • Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.:. # Stories: #Univ: Telephone # of Contact Person: (442.)256-1134 Estimated Value of Proj APPLICANT: DO NOT WRITE.BELOW THIS UNE N' Submittal Req'd Rec'd TRACMG PERhfff FEES Plan Sets Pian Chetk submitted Item Amount StMCtural Cake. Reviewed, ready for oqawdeer1$5��: % 1jQ Plan Check Deposit. . Ttua Cates. Called Contact Person Al �,/ . ? o Plan Check Balance Mile 24 Cales. Plans picked up Construction Flood plain ptan Plans resubmitted.. Mechanical Giadiogplan Review,ready for corrections/issue Electrical Sebeontactor List galled Contact Person Plumbing Grant Deed Plans piclted up ML iLO.A. Approval Plans. resubmitted Gradlug IIV HOUSE:- Review; ready for correcdonwUsue Developer Impact Fee Planning Approval • Called Contact Person A.I.P.P. Pub. Wks, Appr Date_of permit issue School Fees Total Permit Fees NQ,l. ii ®'•�� �' Solar ..- July 20, 2015 Project/Job * 9224028 . RE: Project: COVER LETTER Gomez Residence 51910 Avenida.Ramirei. La Ouinta CA 92253 Version #48.2 ' Digitally signed by Abe De Vera To Whom It May Concern, Date: 2015.07.20 20:32:11 -07'00' A jobsite survey of the existing framing system was performed by a•site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: " - Applicable Codes = 2013 CBC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed =,110 mph, Exposure Category C - Ground/Roof Snow Load 0 psf - MPl: Roof DL = 14 psf, Roof LL = 20 psf "CITY OF LA QUINTA BUILDING-& SAFETY DEPT. APPROVED FOR'.CONSTRUCTION DAT % S BY F On the above referenced. project; the components of the structural, roof framing impacted by the installation of the PV assembly have been reviewed. Aft.this reviewit has been defermined that the existing structure is-adequate't6w' ithstand the applicable roof dead load, PV assembly load; and'live/snow.loads indicated in the'design criteria above. The structural roof framing and the•new• attachments that directlysupport the, gravity loading and wind uplift loading from PV modules have been reviewed and determined to•meet or exceed structurai`strength requirements of the,2013 CBC. Please contact me with any questions or concerns regarding: this project. , Sincerely, Abe De Vera, P.E: Professional. Engineer Main: 888.765.2489, x7526 s email: adevera@solarcity.com 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 6041. CT HIC 0632778,-OC.H1C 71101486. DC HIS 71101468. HI CT -29770. MA HIC 168572. MD MHIC 128948. NJ 13VH06160600. OR CCB 180498, PA 077343. TXTDLR 27008. WA GCL: SOLARC•91907. 0 2013 SolsrGry. All rights reserved. 0 � �" ��� � is �o, i• 'c'� - � �.., � � � F -b � y � • - - _ -._ - - --- _.,� A • �_�q.Calle.Sinaloa„_ �. O A m �� V GY f1 J 3.. V' �.. p .4i� ./a ,t• 4r � � 7 ..i 4L • '� 3 .� Q =] H a G► i to w � - x ja v" Yn �[: . l • ,.6 - - lT .Ji J. .�•' � - `aB 9 FJ O. Gooe ap data ®2b15booq`le;.lmagery (6 .1-,5" I iaitalGlobe,�U.'�DA Farm Se -price Agency SEISMIC.-.CONSIDERATIONSr : Seismic, Desi 4 ri,Criteria erUSGS _ Seismic Design Code ASCE; 7-10 tatit de : : - ; 316714 Longitude Sum Area of MPs with PV -116.3112 Dead. Load . ' .,. .: Weight,'' S A at Short Period .... - SS... ; ..;. -. -1.515 ., , ..._ USGS ; i SRA at is Period SI. 0.600 USGS Soil Site�Class 7 T 7 7 77 = •_....p... IBC 16 Seismic Desi n'Cate o . SDC.-` .. D. USGS Seismic Check.Required (Ss z O. & SDC D Exterior Walls(Top al Yes IB.G1613 1 Net Weight of Roof Under PV W(eiiet) 16,937 Ibs ALTERATION' LATERAL DESIGNA0% EXCEPTION, CHECK`7,77 = Fei ht of Pro osed:PV stem Sum Area of MPs with PV Area ,., Dead. Load . ' .,. .: Weight,'' IBC Sect 3404:4 PV System:Weight.1 354 sf . : ` ":3: psf . • ' . 1 063 lbs .. . Total Weight of PV SystemW�rv� : 611 sf 14.0: sf, 8,547 -lbs 1,063 Itis Ceiling :Weight, of:Roof on�: Existh `Building- Sum Area of MPs with PV W�Pvt� W�ea��TIncrease"Seismic 611 sf. , IBC Sect 3404:4 ,Portion'of Roof Weight.: Area... Dead L"oad, Weight Roof :± : 611 sf 14.0: sf, 8,547 -lbs Ceiling :. .; 61l sf .. , 5:0 sf... 3,053 lbs Interior Walls (Top Half) 395 sf.= 5:0' sf ' . 1977 Ibs ' Exterior Walls(Top al : -'395,sf•: ;8 5 ' sf , . , . '; .-3 360, lbs Net Weight of Roof Under PV W(eiiet) 16,937 Ibs ,Check %;Increase of ROof`We'i" ht./ SeismicShear. Load %:Increase of DCR of Lateral Force Resistin stem W�Pvt� W�ea��TIncrease"Seismic 6 3% Shear Load .< 10% > •• OK IBC Sect 3404:4 Note: Seismic base shear is directly proportional to roof weight. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (CJ (Is) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Properties Summary mary Maximum MPI Horizontal Member Spans Overhang 1.99 ft Rafter Pro erties Actual W 1.50" Roof System Proerties San 1 5.49 ft Actual D 3.50" Number of Spans (w/o Overhan 2 San 2 7.28 ft Nominal Yes Roofing Material Spanish Tile of San 3 x 1.00 A 5.25 in.^2 Re -Roof No San 4 Total Load Deflection SX 3.06 in A3 Plywood Sheathing Yes San S 24.2 psf I 5.36 in A4 Board Sheathing None Total Span 14.76 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species DF Ceilinq Finish 1/2" Gypsum Board PV 1 End 11.83 ft Wood Grade #2 Rafter Sloe 180 PV 2 Start Fb 900 psi Rafter Spacing 24" O.C. PV 2 End F. 180 psi Top Lat Bracing Full PV 3 Start E 1600000 psi Bot Lat Bracing At Supports PV 3 End Emin 580000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (CJ (Is) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Loading mary Maximum Roof Pitch 4/12 Initial Pitch Ad"ust Non -PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.05 14.7 psf 14.7 psf PV Dead Load PV -DL 9.0 Psf x 1.05 11.3 ft. 9.5 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf 7.5 ft. Live/Snow Load LL SL"2 D Total Load Deflection 0.18 in. 520 Total Load(Governing LC I TL 1 0.23 14.7 psf 1 24.2 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2) 2. pf = 0.7 (Ce) (CJ (Is) pg; Ce=0.9, Ct=1.1, I5=1.0 Member Design Summa(per NDS Governing Load Comb CD CL + CL - CF Cr D 0.9 1.00 1 0.96 1 1.5 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 45 psi 2.0 ft. 162 psi 0.27 D Bending + Stress 671 si 11.3 ft. 1397 psi 0.48 D + Lr Bending - Stress -879 si 7.5 ft. -1335 psi 0.66 D Total Load Deflection 0.18 in. 520 11.2 ft. 0.77 in. 120 0.23 D + Lr [CALCUL'ATION=OF DESIGN V11INX-0ADS = MP1 Mountina Plane Information Roofing Material KZ Spanish Tile Roof Table 30.3-1 PV System Type K �� SolarCity_SleekM_ ount7 _Section 26.8_ Spanning Vents V No Fig. 26.51A Standoff Attachment Hardware I� S Tile _Section 26.7__ Roof Slope qh 180 Fig. 30.4-2A/B/C-5A/B Rafter Spacing h 24" O.C. Section 26.2 Framing Type Direction Y -Y Rafters T -allow Purlin Spacing , X-X.Purlins Only NA �. Tile Reveal Tile Roofs Only 13" Tile. Attachment System Tile Roofs Only SM Tile ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-10 Table 30.3-1 Wind.Design Method K �� Partially/Fully Enclosed_Method " _Section 26.8_ Basic Wind Speed V 110 mph Fig. 26.51A Exposure.Category_ _ _ -_ _ I� C _Section 26.7__ Roof Style qh Gable Roof Fig. 30.4-2A/B/C-5A/B Mean Roof Height - h 15 ft Section 26.2 Wind Pressure Calculation Coefficients r Wind Pressure Exposure KZ 0.85 Table 30.3-1 Topographic Factor K �� 1.00 _Section 26.8_ Wind Directionality Factor Kd 0.85 Section 26.6-1 Importance Factor I� NA • f Trib Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) 22.4 psf Equation 30.3-1 Wind Pressure ' Ext. Pressure Coefficient U GC -0.88 Fig. 30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down G 0.45 Fig. 30.4-2A/B/C-5A/B Design Wind Pressure p p = qh (GC) Equation 30.4-1 Wind Pressure U „ -19.6 psf Wind Pressure Down 16.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacings Landscape 72" 39" Max Allowable Cantilev_err_Landscape 24" NA Standoff Confi uration Landscape Not -Staggered Max Standoff _Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind Uplift at Standoff Tactual_ -19516s Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand/CapacityDCR DCR 43.8% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable-CantileversPortrait 19"--7 NA Standoff Configuration Portrait Not-Sta Bred Max Standoff Tributary Area._r______,_ Trib 22 sf PV Assembly Dead Load W -PV 3.0 psf Net Wind.Uplift at Standoff T-actual� 1-219 lbs Uplift Capacity of Standoff T -allow 446 lbs Standoff Demand Ca aci DCR 49.0% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A ALL CONSTRUCTION SHALL, COMPLY WITH THE 2013 c= AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. CALIFORNIA BUILDING, RESIDENTIAL, MECHANICAL, BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ELECTRICAL, PLUMBING, ENERGY, AND GREEN CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING BUILDING CODES AND THE LA QUINTA MUNICIPAL DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN CODE EGG EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE \� �• GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL AT POWER COMPLY.DCNCONDUCTORS (NOT CITY I cp SHORTCURRENT CI CIRCUIT CURRENT CURREAX EITHERO.92DO ENTER OF LA QUINTA kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR BUILDING & SAFETY kW KILOWATT LBW LOAD BEARING WALL ENCLOSURES TO THE FIRST ACCESSIBLE DC 690.31(E). DEPT. APPROVED DISCONNECTING MEANS PER ART. MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN a FOR CONSTRUCTION (N) NEW t RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. DATE% NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 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 3R NEMA 3R, RAINTIGHT '° " — - PV1 COVER SHEET SITE PLAN ` PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES 4 - PV5 ONE LINE DIAGRAM � PV6 ELECTRICAL CALCULATIONS CA #"888104 1. ALL WORK TO BE DONE TO THE 2013 � . a Cutsheets Attached CALIFORNIA BUILDING CODE AND THE 2013 CALIFORNIA RESIDENTIAL CODE. _ O 2. ALL ELECTRICAL WORK SHALL COMPLY WITH' THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. O MODULE GROUNDING METHOD: ZEP SOLAR AHJ: La Quinta . REV BY DATE CO ENTS REV A NAME DATE cOJvJ UTILITY: Imperial Irrigation District k R u 0 0 n x x x x x x x x 0 a 0 CONFIDENTIAL —THE INFORMATION HEREIN ,X1B NUMBER�\\ CONTAINED SHALL NOT BE USED FOR THE JB-9224028 0 0 �°° °'""� DESCRIPTION: GOMEZ, HECTOR ENRIQUE GOMEZ RESIDENCE DESIGN: Michael Hart ` ' BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR MALL IT BE DISCLOSED IN WHOLE OR IN ZEP ZS Tile WTile 51910 AVENIDA RAMIREZ 5.3 KW PART TO OTHERS OUTSIDE THE RECIPIENTS LA QUINTA CA 92253 PV ARRAY .� `SolarCity �At ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES. THE SALE AND USE OF THE RESPECTIVE (20) KYOCERA # KU2656ZPA APN: 773171008 PAGE NAME: 3055 geaMee Way SHEET: REV: DAIS Son Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PERMISSION OF SOLARCITY INC. ABB PVI-4.2—OUTD—S—US—Z—A 7609806680 COVER SHEET :(650) 638-1028 F:(650) 638-1029 PV 1 7/20/2015 -SCI-CITY (765-2489) www.sdarcity.aam N Q) L E 0 0' 0 a� Q 0 TRANSFORMER INFORM KVA PHASE HIGH KV LOW 120/240V —METER# 34036082 "PROPOSED BI—DIRECT METER#--_ CUTLER—HAMMER # D — AC DISCONNECT: .0:10 3 FT FROM MAIN PANEL A, ri — INVERTER: ABB " PVI-4.2—OUTD—S—US—Z�Aft`S CITY ,", QUIN PT BUIL`rDI, r ?r. ;AFEV D w ic. VE® STAMPED AND SIGNED Mr? gTQi ir~-ri IRgL ONLY CONFIDENTIAL — THE INFORMATION HERE CONTAINED SHALL NOT BE USED FOR TF BENEFIT OF ANYONE EXCEPT SOLARCITY NOR SHALL IT BE DISCLOSED IN WHOLE PART TO OTHERS OUTSIDE THE RECIPIEN ORGANIZATION, EXCEPT IN CONNECTION ' THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WR PERMISSION OF SOLARCITY INC. JOB NUMBER JB -9224028 00 MOUNTING SYSTEM: ZEP ZS Tile WTile (20) KYOCERA # KU2656ZPA INVERTER: ABB W PVI-4.2—OUTD—S—US—Z—A a' F n PREMISE OWNER: GOMEZ, HECTOR ENRIQUE 51910 AVENIDA RAMIREZ LA QUINTA, CA 92253 .1•:1•.:1 125A, 240V, SINGLE PHASE, 2 WIRES, 22kAiC EXISTING BI DIRECTIONAL METER# 34036082 GOMEZ RESIDENCE 5.3 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 18 ARRAY PITCH: 18 MPI AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Low Profile W -Tile STORY: I! Date: 2015.07.20 20:34:24 -07'00' LEGEND 0 (E) UTILITY METER & WARNING LABEL lav INVERTER W/ INTEGRATED DC DISCO SITE PLAN Scale: 1/8" = V 0 1' 8' 16' 1110 N IN E S Michael Hart & WARNING LABELS © DC DISCONNECT & WARNING LABELS e AsolarCity. AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER 0 STANDOFF LOCATIONS --- CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r, _ I% `1 INTERIOR EQUIPMENT IS DASHED L _"J SITE PLAN Scale: 1/8" = V 0 1' 8' 16' 1110 N IN E S Michael Hart e AsolarCity. 3055 aeaMew Way SHEET: REV: DATE San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 PV 2 7/20/2015 (668)—SOL—aTY (765-2489) www.solarcity.corn SIDE VIEW OF MP1 NTS (E) 2x4 MPJ X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" 3oss aea�Ie■ war Son Moteo, CA 94402 T:(650) 638-1028 CA 94) 638-1PERMISSION (BBB) -SOL -CITY (765-2489) www.solor co, SI{LLT; REV. DATE.- PV 3 7/20/2015 PVI-4.2—OUTD—S—US—Z—A PORTRAIT 48" 1 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 90 PITCH 18 ARRAY AZI 90 PITCH 18 STORIES: 1 Low Profile W -Tile " DIA THREADED STUD & NUT ZEP LEVELING FOOT ZEP TOP ARM ZEP ANTI—ROTATION PLATE M10 BOLTS MOUNTING BASE (E) TILE (E) ROOF DECKING (E) RAFTER a" DIA STAINLESS STEEL LAG BOLT (2—j" EMBED, MIN) INSTALLATION ORDER REMOVE TILE, LOCATE & MARK (1) RAFTER LOCATION.PLACE STANDOFF BASE & DRILL .-PILOT HOLES. 2) CLEA..N PAPER AROUND PILOT HOLE. SEAL PILOT HOLES AND BOTTOM OF (3) STANDOFF WITH POLYURETHANE SEALANT. 4) LAG STANDOFF BASE INTO RAFTER. 5) PLACE FLASHING AND ATTACH SEALING SPACER WITH SINGLE BOLT. (PLACE ZEP BAR. THEN INSTALL (6) LEVELING FOOT WITH BOLT & WASHER. Date: 2015.07.20 20:35:32 -07'00' S1 STANDOFF CONFIDENTIAL A THE INFORMATION HEREIN CONTAINED CONTAINED SHALL NOT BE USED FOR THE BENEFlT OF ANYONE IXCEPT SOLARg1Y INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR INZS PART IZ OTHERS OUTSIDE THE RECIPIENTSIT ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN OF SOLARCITY INC. J13-9224028 0 0 ERMichael PREMISE OWNER: DESCRIPTIOM GOMEZ, HECTOR ENRIQUE GOMEZ RESIDENCE 51910 AVENIDA RAMIREZ 5.3 KW PV ARRAY LA QUINTA CA 92253 PAGE HAVE 7609806680 STRUCTURAL VIEWS DESIGN:- ESIGN: Hart SolarCity. SYS1EIk-;;; TIIe WTile [ABB KYOCERA # KU2656ZPA 3oss aea�Ie■ war Son Moteo, CA 94402 T:(650) 638-1028 CA 94) 638-1PERMISSION (BBB) -SOL -CITY (765-2489) www.solor co, SI{LLT; REV. DATE.- PV 3 7/20/2015 PVI-4.2—OUTD—S—US—Z—A GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE OND (N) #8 GEC TO (E) UFER AT PANEL Panel Number: SMB101224FB Inv 1: DC Ungrounded INV 1 - (1) ABB #PVI-4.2-OUTD-S-US-Z-A LABEL: A - (20) KPOCModulRA ZPA K265W62 CA # 888104 WITH IRREVERSIBLE CRIMP Meter Number: 34036082 FCI Inverter; Zigbee 4200W, 240V, 96% e; 8.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Bilk Cell, o Backbar C-10 INV 2 Underground Service Entrance Voc: 38.3 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 10OA/2P MAIN CIRCUIT BREAKER A CENTER -FED MAIN SERVICE PANEL E 100 ADJUST MIN. ACTIVATION VOLTAGES! CUTLER -HAMMER Inverter 1 IND 1 10OA/2P Disconnect 3 ABB Dc. VStart = 120V PVI-4.2-OUTD-S-US-Z-A Dc MP 1: 1x10 (E) LOADS /�zaav ---------------- u----� 0 ----- ------------ - E - - - - - - - - - - - - - 25A/2P---- GN° ------------------------------------- (C ffA EGC/ DC I ZDc. VStart = 120V 1 13) I - --- GEC T�DG EGC G MP 1: 1x10 GC 1 1 GND -- ---- --------------------- ------------- -----------------j (1)Conduit Kit; 3/4* EMT N I I EGGGEC Z CITY OF LA QUINTA - - - GEC - - [BUILDING & SAFETY DEPT. TO 120/240V I SINGLE PHASE APPROVE® UTILITY SERVICE I FOR CONSTRUCTION � I DATE BY PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING, OR OTHER APPROVED MEANS. THE MEANS OF GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX (6) FEET. PHOTOVOLTAIC EQUIPMENT AND SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE Voc* = MAX VOC AT MIN TEMP INSTALLED ONLY BY QUALIFIED PERSONS POI (1 )CUTLER-HAMNFJ2 BR225 PV BACKFEED BREAKER Breaker, 25A 2P, 2 Spaces A (1)HAMMERDG221URB Disconnect; 30A, 24OVac, Non -Fusible, NEMA 3R /fj D� -(1)Ground%N utrd�t°30AGenerol Duty /-� (OG) � 1 AWG ®10. THWN-2, Black 3 14N (11 )AWG #10, THWN-2, RedO LLL���LLL (1 )AWG THWN-2. White Vmp =240 VAC Imp=20 AACWN 2 AWG J10, PV Wire, 60OV, Black Voc* = 431.26 VDC Isc = 9.26 ADC (1)AWG #10, Solid Bare Copper EGC Vmp = 310 VDC Imp= 8.55 ADC LLL���LLL #10, NEUTRAL -(1 AWG TH-2. Green EGC GEC 4 - 1)Conduit Kit; 3 EMT (1 conduit Kit;. 3/4', EMT (2 AWG O, PV Wire, 60OV, Black Voc* =431.26 VDC Isc = 9.26 ADC ( 1 ) AWG Copper Vmp = 310 VDC Imp= 8.55 ADC O J10, Solid Bare EGC R (1) Conduit Kit;. 3/4', EMT CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., JOB NUMBER: JB -9224028 0 0 PREMISE 01NER GOMEZ HECTOR DESCRIPTION: ENRIQUE GOMEZ RESIDENCE DESIGN: Michael Hart w4l, = w.,' SolarCity MOUNTING SYSTEM: / NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ZEP ZS Tile WTile 51910 AVENIDA RAMIREZ 5.3 KW PV ARRAY LA QUINTA CA 92253 • MODDLEs: ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 geordew Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEtJITEW (20) KYOCERA # KU2656ZPA PAGE NAME SHEET: REV DATE PERMISSION OF SOLARCITY INC ABB PVI-4.2-OUTD-S-US-Z-A 7609806680 THREE LINE DIAGRAM PV 4 7/20/2015 (e66)-SOL-aTY (765-2489) www.salarcity.aaa, EXISTING ELECTRICAL SERVICE ENTRANCE AND LOAD CENTER 125A 240V 10 100A MAIN BREAKER PHOTOVOLTAIC SYSTEM UTILITY DISCONNECT SWITCH (E) METER# 34036082 CUTLER HAMMER ii! DG221URB 30A, 240VAC 2 METERD BI—DIRECTIONAL I I 25A/2P i i i i i r i TO -120/240V SINGLE .PHASE UTILITY SERVICE ELECTRICAL ONE LINE DIAGRAM —----------------------------- JDC------------------------- je�� 4200 WATT UTILITY INTERACTIVE INVERTER 140 TO 530 VDC TO 120 /240 VAC 10 ABB PVI-4.2—OUTD—US—Z—A 2 (1) AWG #10, THWN-2, BLACK (1) AWG #10, THWN-2, RED (1) AWG #10, THWN-2 WHITE (1) AWG #8, THWN-2, GREEN EGC/GEC • Vmp = 240 VAC • Imp = 20 AAC PV ARRAY #1 20 MODULES KYOCERA # KU2656ZPA 5300 WATT (DC) '1' -- (4) AWG #10, PV—WIRE, Black vL (2) AWG #10, Solid Bare Copper EGC CONFIDENTIAL — THE INFORMATION HEREIN SHALL NOT BE USED FOR THE JOB NUMBERJ B-9224028 00 MDSE OWE' GOMEZ, HECTOR ENRIQUE DESCRIPTION: GOMEZ RESIDENCE DESIGN: Michael Hart SON%i t, �r;�Olar�I MOUNTING SYSTEM: ZEP ZS Tile WTile BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED IN WHOLE OR IN PART OTHERS OUTSIDE THE RECIPIENT 51910 AVENIDA LA QUINTA CA RAMIREZ 92253 5.3 KW PV ARRAY Purl i MODULES. IZ TH ORGANIZATION, EXCEPT IN CONNECTION WITH i 3055 q�ie. way San Mateo, CA 94402 THE SALE AND USE OF THE RESPECTIVE (20) KYOCERA # KU2656ZPA SHEET: REV' DATE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 7609806680 PAGENAIL ONE LINE DIAGRAM PV 5 7/20/2015 T:(650) 638-1028 F:(650) 638-1029 1 (868)-SOL-CI7Y (765-2489) www.solarcity.com INVERTER: ABB # PVI-4.2—OUTD—S—US—Z—A ELECTRICAL CALCULATIONS CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ADB NUMBER JB -9224028 00 MOUNTING SYSTEM: ZEP ZS Tile WTile (20) KYOCERA # KU2656ZPA INVERTER ABB # PVI-4.2-0UTD-S-US-Z-A_ Module: 20 Kyocera 265W 1000V 238.1 Inv Power WPTC Voltage Drop Calculations Version 5_8.0 1 ABB PVI -4.2-S AFCI 0.96 4600 4571.52 Inverter 1: Vdrop =(imp) 2Length) Resistance /(Vmp) Kyocera 265W 1000V 238.1 Module: Imp A Max. Length(ft) Wire Inverter 2: String:8.55 75 AWG #SO at Max Ave Hi: 109 deg F Module: Vdrop = 8.55 2 Ohms / 261.18 0.61 Branch: 8.55 0 AWG #10 at Max Ave Hi:109 Vdrop = (8.55 0 0.00124 Ohms) / 310 0 Total voltage dro in DC conductors = 0.61 Inverter: 20 15 AW #10 at 240V deg F Kyocera 265W 1000V 238.1 Inverter 3: Module: Kyocera 265W 1000V 238.1 Inverter 4:G Total: 20 Modules Total Inv Pwrl 4600 4571.52 PTC Vdrop = 20 30 0.00124 Ohms / 240 V 0.13 Combinedi I at 240V Photovoltaic Module Electrical Specifications: Total STC:l 5300 Vdrop = Ohms) / 240 V Voc: 38.3 V deg F deg C Vmp: 31 V Record Low Temp: 14 10 7-1 Total voltage drop in AC conductors = 0.13 Isc: 9.26 A Max Average Hi Temp:j 109 43 Total voltage drop in AC and DC conductors = 0 Imp: 8.55 A Record Hi Temp: Tvoc: -0.14 V/deg C Tisc: 5.56 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf TVoc Data Branch Circuit Type A 1 way wire length: 0 Voc Correction Factor: ABB PVI -4.2-5 AFCI Inverter Min Vdc Input: 30 Kyocera 265W 1000 Min Vmp at Max Temp: Voc= 383 Max Voc at Min Temp: Vmp= 310 Inverter Max Vdc Input: Isc= 9.26 Max String Size: Imp= 8.55 (cont= 11.58 Art 690.8(A)(1) 1-`^'aywire length: 1 strings per branch 1strings per branch 2 SO modules per series string 10 1 modules per series string Voc= 383 V Voc= 383 V Vmp= 310 V Vmp= 310 V Isc= 9.26 A Isc= 9.26 A Imp= 8.55 A Imp= 8.55 A (cont= 11.58 A Icont= 11.58 A Art690.8(A)(1) 130 261.18 431.26 600 13 0 1.a Conductor: AWG #SO j PV Wire 2.a Conductor 1: AWG #SO Conductor 2: 1 AWG #10 (cont' 1.25 = (Amps) 14.47 Conductor 1 Conductor 2 30 deg C ampacity = 40 Icont' 1.25 = (Amps) 30 deg C ampacity = 14.47 14.47 40 40 1.b Icont= (Amps) 11.58 2.b Icont= (Amps) 11.58 11.58 Start ampacity 40 40 40 Temperature derate (%=F) 0.41 Start ampacity Conduit fill derate (%=#) 1 Temperature derate (%=F) 0.41 0.41 1 0.81 0.8 Derated ampacity 16.4 Conduit fill derate (%=#) Derated ampacity 1.c 1 13.121 13.12 2.c Term 1 Term 2 Icont' 1.25 = (Amps) 14.47 Ampacity 40 Temp table 90 °C:Ta 901TG ffip.15(B)(16) Icont'1.25= (Amps) 14.47 14.47 Ampacity 40 40 1.d Icont' 1.25 = (Amps) OCP Size = 14.47 15 Inverter Type A Output 2.d OCP Size = 151 15 ABB PVI -4.2-S AFCI (cont = 20 JA 1 way wire length: 15 ft Art 690.8(A)(1) Combined Inverter Output Service Voltage= Total Inverter Powe - 1 way wire length= 15 3.a Icont' 1.25 = (Amps) 25 Art 690.8(B)(1) 251 OCP Size = Art 240.6(A) Iccoont = (Amof ps erters'max inverter current Art 690.8(A)(1) 3.b Conductor: AWG #SO Icont' 1.25 = (Amps) 30 deg C ampacity = THWN-2 at 25 401 90 deg C: Table 310.16 4.a Icont'1.25 = (Amps) OCP size 25 Art 690.8(B)(1) Art 240.6(A) 1 251 3.c Icont = (Amps) Start ampacity 20 4.b Conductor: AWG #10 (cont' 1.25 = (Amps) THWN-2 at 90 deg C: Table 310.16 25 40 Temperature derate (%=F) Conduit fill derate (%=#) Derated ampacity 30 deg C ampacity = 40 0.91 1 4.c Icont = (Amps) Start ampacity Temperature derate (%=F) 20 36.4 40 3.d Icont' 1.25 = (Amps) 25 0.91 1 Ampacity 35 Conduit fill derate (%=#) Derated ampacity 36.4 4.d Icont' 1.25 = (Amps) 25 35 Ampacity 1 GOMEZ, HECTOR ENRIQUE 51910 AVENIDA RAMIREZ LA QUINTA, CA 92253 •1•:1••:1 GOMEZ RESIDENCE 5.3 KW PV ARRAY PAGE NAME ELECTRICAL CALCULATI Michael Hart Mi4jWL)Lt SHEET: REV: DATE: PV 6 7/20/2015 .005olarCity. vS 3055 Cleardew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (e86) -SOL -CITY (765-2489) www.sdarcity.corn z. Label Location: (C)(IC)(CB) Per Code: CRC R331.2 Label Location: (DC) (INV) Per Code: CEC 690.14.C.2 Label Location: (DC) (INV) Per Code: CEC 690.53 Label Location: (DC) (CB) 'Per Code: CEC 690.17 Label Location: (INV) Per Code: CEC 690.5(C) Label Location: PHOTOVOLTAIC A(AC) (POI) ® Per Code: CEC 690.14.C.2 Label Location: (AC) (POI) Per Code: CEC 690.54 WARN I N'G TEEHAZARD DO'NOT TOUGFiITERMINALS TERNIINA SrON BOTH�LINEIAND LO AD�SIDES.MAY�BE ENERGIZED ITV TFiE?OPEN POSITION Label Location: (AC) Label Location: (DC) Per Code: CEC 690.17 Label Location: (POI) . Per Code: CEC 705.12.D.7 Label Location: (POI) Per Code: CEC 690.54; CEC 690.17 Label• • CAUTION `� '• Per Code: PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED 1 CEC 690.64.B.4 Label Location: (POI) Per Code: CEC 705.12.D.7 Label Location: (DC)(INV)(CB) Per Code: CEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED CONSTRUCTION DATE By (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `����! 3055 Qearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED San Mateo, CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE REgPIEN1'S ORGANIZATION, Label Set ?����►` T:(650) 638-1028 F:(650) 638-1029 EXCEPT IN CONNECTION WITH .THE SALE AND USE OF THE RESPECTIVE S�:�a .fit (888) -CITY (765-2489) www.solarcity.com SOLARg1Y EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARg1Y INC. I'SolarCity ®pSolar OZep System for the roofs using replacement tiles .ma nmrteo w"g l^�Tlkq torr .tma..mtm Mms00 TMAm1a! W_w k+tiRdatia�rl�e.ib F4+N^0.wlt uwq are awetwuo+wm .mw.mro.ww"o m,«xr Next -Level PV Mounting Technology I 'tSolarCity 6 _ _ •:yam T `^ �'e�� Description 5zV=7 } PY.mounting solution for concrete tile roofs �°ceMPpTO—•- Wor_tcs with all Zep Compatible Modules -- -- Ze S stem UL 1703 Class A Fire Ratin for T e 1 and Te 2 modules �L LISTED 0 zepsolar.com P Y 9 YP YP • Auto bonding UL -listed hardware creates structual and electrical bond Specifications Designed for pitched roofs Installs in portrait and landscape drientations 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 Attachment method UL listed to UL 2582 for Wind Driven Rain This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written 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 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. 12 31 14 ZS for Replacement Tile Applications Cutsheet Rev 02.pdf Page: 1 of 2 Components zepsolar.com ®pSolar Replacement S -Tile Part No. 850-1435 Listed to UL 2703 Next -Level PV Mounting Technology Replacement W -Tile Part No. 850-1437 Listed to UL 2703 Replacement Flat Tile Part No. 850-1436 Listed to UL 2703 Tile Roof Attachment Kit Part No. 850-1434 Listed to UL 2582 Ground Zep Part No. 850-1172 Listed to UL 2703 and ETL listed to UL 467 Interlock Part No. 850-1388 Listed to UL 2703 Y. Array Skirt, Grip, End Caps Part Nos. 500-0113, 850-1421, 850-1460, 850-1467 Listed to UL 2703 Leveling Foot Part No. 850-1397 Listed to UL 2703 DC Wire Clip Part No. 850-1448 Listed UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zap Solar's sole warranty is contained in the written 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 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. 12 31 14 ZS for Replacement Tile Applications Culsheet Rev 02.pdf Page: 2 of 2 This family of single-phase string inverters complements the typical number of,rooftop.solar panels enabling home -owners to get the most efficient energy harvesting for the size. of the property. This inverter offers a dual input section that processes two strings with independent Multiple Power Point Tracking (MPPT). This is especially useful for rooftop installations with two different orientations from two sub -arrays oriented in different directions. (For example: East and West) The dual input sections with independent MPPT enable a more optimal energy harvesting condition. The high-speed MPPT offers real- time power tracking and improved energy harvesting. The flat efficiency curve ensures high efficiency at'all, output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. This rugged outdoor inverter has been designed to be a completely sealed unit able to withstand the harshest environmental conditions. Highlights: — Single phase and split phase output grid connection. — Wide input range for increased stringing flexibility. - The highspeed and precise MPPT ,algorithm offers real time power tracking and improved energy harvesting. — Outdoor NEMA U rated enclosure for unrestricted use under any environmental conditions. — Integrated DC disconnect switch in compliance with international Standards (-S Version). Power and productivity A ,! IN for abetter world'" 0%1919 Additional highlights: — RS -485 communication interface (for connection to laptop or data logger). — Integrated Arc Fault Detection and Interruption (-A Version). Technical data and types I. Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD 19KyOCERa CUTTING EDGE TECHNOLOGY As a pioneer with four decades of experience in the development of photovoltaic systems, Kyocera drives the market as a leading provider of PV products. We demonstrate our Kaizen philosophy, or commitment to continuous improvement, by setting the industry standard in the innovation of best -in -class solar energy equipment. QUALITY BUILT IN • UV -stabilized, anodized aluminum frame in black • Supported by major mounting structure manufacturers • Easily accessible grounding points on all four corners for fast installation • Proven junction box technology with 12 AWG PV wire works with transformerless inverters •Amphenol H4-UTX locking plug-in connectors provide safe, quick connections PROVEN RELIABILITY • Kyocera modules confirmed by the Desert Knowledge Australia Solar Centre to have the highest average output of any crystalline module • First module manufacturer in the world to pass long- term sequential testing performed by TUV Rheinland • Only module manufacturer to achieve the rank of "Performance Leader" in all six categories of GTM Research's 2014 PV Module Reliability Scorecard CERTIFICATIONS • UL1703 Certified and Registered, UL Module Fire Performance: Type 2, CEC • NEC 2008 Compliant, IEC 6121561730, and ISO 14001 GOMPAT> Fp �r�� C UL US - COMPP KU -60 1000V Z Series KU265-6ZPA KU -60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS Standard Test Conditions Cells per module: 60 (6 x 10) 0 0 0 temperature, Dimensions.. 65.43inf 38.98ini 1.57in length/width height (1662mmi990mmi40mm) 265 - --- - --- VJ J Weight: 45.2lbs (20.5kg) v� -' T� 31.0 V PACKAGING SPECIFICATIONS ImP �i 8.55 _— - A� JJJ Modules per pallet 20 V. 38.3 V Pallets per 53' container. 36 7-I --�--- '-..�_� 9.26 -"-- A Pallet box dimensions: 66ini40ini43in length/width height (1675mm/1005mm/1055mm) Pw1ea°�° +5 0 % Pallet box weight: 1015lbs (460kg) NominalOperating Cell TemperatUreConditions . NOCT=800 WlWirrodionce, 20'Combient.- TNon 45 °C 1.57' nam -tj- P mu 191 W ED JUNCTION BO%OP65) V 27.9 _. V 41poll -i ❑ CABLE W/ Irep 6,855 A CONNECTOR � LABEL 35.1 - - v L_- - -- 7.49 A V - 238.1 - W 1 - Te Coefficients _����_ -0.45 %/°C t.10 s V., -0.48 %/°C Imp 0.02 %/°C -0.36 %/-C 38.98- (990mn) IVa (I 0.06 'Operating Temp -40 to +90 °C G—Mi°9 late Slotted Nountim late 0.16- (Ino) 0.35-x0.47- l9mx1 aW System Design FRAME CROSS SECTION DIAGRAM Series Fuse Rating 15 A _ �A Maximum DC System Voltage (UL) 1000V Hailstone Impact � in (25ITT IT) @ 51 m (23m11) 'Subject to simulator measurement uncertainty of +l- U. L]a-CJsm1 KYOCERA reserves the right to modify these specifications without notice. LONG/SNORT SIDE WARNING: Read the instruction manualin its entirety prior to handling, installing B operat- ing Kyocera Solar modules. 040215 OUR VALUED PARTNER F 4 D .281 [5.5 DIA. KNOCKOUT QUANTITY 1 �ffa 'CENTRIC KNOCKOUTS FOR TANGENTIAL KNOCKOUTS FOR 0 NTITY 2 QUANTITY 4 N 3 MOUNTING HOLES N N g NGENTIAL KNOCKOUTS FOR O JANTITY 1 .281 [5.5 DIA. KNOCKOUT QUANTITY 1 �ffa 'CENTRIC KNOCKOUTS FOR TANGENTIAL KNOCKOUTS FOR 3/4 CONDUIT 1/2, 3/4 CONDUIT NTITY 2 QUANTITY 4 27 [6.81 DIA. (947 3 MOUNTING HOLES N 88 [221 rn m g NGENTIAL KNOCKOUTS FOR '2, 3/4, 1 CONDUIT JANTITY 1 NOTE: 1. METRIC DIMENSIONS (IN MILLIMETERS) ARE SHOWN IN BRACKETS. 2. WIRE RANGE OF LUGS IS AS FOLLOWS LINE AND LOAD LUGS (j6—#14 COPPER OR ALUMINUM NEUTRAL #4—#14 COPPER OR ALUMINUM A n¢ uwRu nox ox rr� nwxr+c s nt[nmrt/m ac umx anraumx WARREN SPE a 19/9e CUTLER—HAMMER WA s � � � gyp, PRT58URGH PA � l a osaaan [xcmr wn n¢ nm- R. PROHASKA 8/119/98 nn: DIMENSION SHEET .wcx rt s nlmm�m, as 30 AMP TYPE 3R GENERAL DUTY 95-1445.0WG o x.� osa Va+a* xoJ sr[ SS74DW 1-2 c °�`"95-1445 i of '1 2 1 J Switching Devices Q •1 1 Safety Switches v OG321NRB 120/240 Vac General -Duty, Fusible, Single -Throw, continued series:01T ' 1 Series: B Cant.: Te 3R Rain roof yp pp (NEMA) Tipo 3R a prueba de LI Maximum Horsepower Ratings0 Ampere Fuse Type Single -Phase AC Three -Phase AC OC NEMA i Enclosure Indoor NEMA311 Enclosure Rainproof System Rating Provision 120V 240V 240V 250V Catalog Number Catalog Number Cartridge Type—Three-Pole, Three -Wire (Three Blades, Three Fuses) -240 Vee 7 82113x12023 311 — — — — — A. O O (qQd (qQb I I I 00 — — — 400 H — — 50-125 — OG325FGK00 DG325FRKO0 600 H — — 75-200 — DG326FGK00 DG326FRKOO Cartridge Type—Four-Wire (Three Blades, Three Fuses, S/N)-120/240 Vac d b b 0 H — 1-1/2-3 3-7-1/2 — DG321NGB OG321NRB 60 H — 3-10 7-1/2-15 — DG322NGB OG322NRB e' 100 H — 7-1/2-15 15-30 — DG323NGB DG323NRB 200 H — 15 25-60 — OG324NGK OG324NRK 400 H — — 50-125 — OG325NGK OG325NRK 600 H — — 75-200 — OG326NGK OG326NRK OG322URB 120/240 Vac General -Duty, Non -Fusible, Single -Throw ORMaximum Horsepower Ratings NEMA 1 NEMA 3R Single -Phase AC Three -Phase AC DC Ampere Enclosure Indoor Enclosure Rainproof System Hating 120V 240V 240V 250V Catalog Number Catalog Number Two -Pole, Two -Wire (Two Blades) -240 Vac 30 2 3 — — DG221UGB0 DG221URB0 /1 60 3 10 — — OG222UGB t^> OG222URB t^t 200 — — — — OO 00 Three -Pole, Three -Wire (Three Blades) -240 Vac 30 2 3 7-1/2 — DG321UGB0 OG321URB0 111 60^ 3 10 15 — OG322UGB0 OG322URBO 200 — 15 60 — OG324UGK(D OG324URK0 400 — — 125 — OG325UGKOO OG325URKO 600 — — 200 — OG326UGKO OG326URK0 Notes 0 Maximum hp ratings apply only when dual element time delay fuses are used. 0 Use four -wire catalog numbers below. O Solid neutral bars are not included. Order separately from table on Page 15. W WARNING! Switch is not approved for service entrance unless a neutral kit is installed. 0) Use three -wire catalog numbers below. (D Grilled to accept field installed neutral kits. All general -duty safety switches are individually packaged. Accessories are limited in scope on general -duty safety switches. See Page 15 for availability. In addition. clear line shields are available as an accessory on 2110-600A general -duty switches. Catalog Numbers: 200A = 70-775&11.400A = 70-8063-8.600A = 70-80FA-8. Volume 2—Commercial Distribution CA08100003E—February2011 www.eaton.com 27 r FmT*N . Pm>BnngBusina�sWoddtvaide" t� E y. '30& DG221URB.240, ;General Duty Safety Switch z Pole Non -Fusible Polos <s i n f us i b l es series:01T ' 1 Series: B Cant.: Te 3R Rain roof yp pp (NEMA) Tipo 3R a prueba de LI HNNOE E.U.A.OMW2012 q . MEENOEN E.U,85811190' �i 7 82113x12023 2 A DI 4 I 3 2 I 1 V�l h 281 [5.5] DIA KNOCKOUT QUANTITY 1 ID FOR CENTRIC KNOCKOUTS FOR j�2 O N N O 3/4 CONDUIT 3/4LCKNOCKOUTS WITTY 2 QUANTITY 4 281 [5.5] DIA KNOCKOUT QUANTITY 1 ID FOR CENTRIC KNOCKOUTS FOR j�2 3/4 CONDUIT 3/4LCKNOCKOUTS WITTY 2 QUANTITY 4 27 (6.8 DIA. 3 MOUNTING HOLES N .88 (22) rn rn B NGENTIAL KNOCKOUTS FOR , '2, 3/4, 1 CONDUIT IANTITY 1 NOTE: 1. METRIC DIMENSIONS (IN MILLIMETERS) ARE SHOWN IN BRACKETS. 2. WIRE RANGE OF LUGS IS AS FOLLOWS LINE AND LOAD LUGS #6—#14 COPPER OR ALUMINUM NEUTRAL #4—w14 COPPER OR ALUMINUM A M waxx mx ax ms ow..wo rs 9/ IF. -N n[wro WN001roxaaronanx WARREN SIPE 8/19/98 98 CUTLER -HAMMER l w mvax[ uo PRi58URGH PA a"osaro® ra ec�an° - R. PRO.. 8/119/88 — DIMENSION SHEET .wc" R s nttaaam Y nn 30 AMP TYPE 3R GENERAL DUTY 95-1445.DWG a�GCt xw SS74DGC1 1�2 a c --95-1445 i OF 1 2 11 J 0. ZepSolar ZS CompTIM I Grounding and Bonding 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. Zep Compatible- systems do not require running copper conductors to each module. The act of physically installing each component simultaneously establishes an electrical bond, as described in the following pages. Document 800-1478-001 Rev A www.zepsolarcom 02013/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 0 ZepSolar Interlock Interlock Zep r is e o Tongue side Key Side Bonding Cutting 'tooth" Key side in �� closed position Cutting'tooth' Tongue Side Bonding Tongue side in closed position ZS COMP I GROUNDING AND BONDING Side view Interlock Module Bonding locations on Key side Forced interference during rotation of Interlock Zep causes teeth to cut through anodization on module frame, resulting in robust and UL certified bonding path Cutting "teeth" Bonding location on Tongue side rock -in motion cuts into module frame, removing anodization and resulting in robust and UL certified bonding path PAGE: 1 of 5 Document 800-1478-001 Rev A www.zepsatar.com PAGE: 205 ® 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 25,20134:45 PM UpSolar Interlock, continued Part No. 850-1388 UL Listed to UL 2703 Bonding Path - Key and Tongue Module Interlock ZS COMP I GROUNDING AND BONDING The Interlock bonds modules on all 4 sides to create a hyper - bonded array where every module Is structurally and electrically bonded to the surrounding modules. t Tongue side Y ao� I Keyside Bonding Path - Array N M b M b M i w Po a a a �w �✓ a a a a o Interlock Bonding path Down -roof Document 800-1478-001 Rev A www.zepsciar.com 02013/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. PAGE: 3 of 5 Date Last Exported: June 25,2013 4:45 PM ZOOSolar Leveling Foot ZS COMP I GROUNDING AND BONDING Tongue side .4- -> Key side Part No. 850.1397 The Leveling Foot top portion (the Rockit) has a stainless steel UL Listed to UL 2703 spring clip that bonds to the adjacent module frame on both Key and Tongue sides. Leveling Foot - Bonding With Module Frame Spring clip Key side inserts into Zep Groove (rock -in) Module in next row drops in on the Tongue side Bonding Path - North and South Modules -�` Leveling Foot Bonding path a h: N F! ax a Bonding location on Key side Bonding location on Module rotation during drop-in creates forced R I' Down -roof Tongue side interference between Zep Groove and spring clip, cutting into module frame, removing anodization and resulting in robust and UL certified bonding path Document 800-1478-001 Rev A www.zepsotar.com PAGE: 4 of 5 ® 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, 20134:45 PM a UpSolar Ground Zep Setscrew Part No. 850-1172 UL Listed to UL 467 and UL 2703 Ground Zep Installation ZS COMP I GROUNDING AND BONDING Key side The Ground Zep provides a single point of connection for the Equipment Grounding Conductor (EGQ from the array to a building ground. Ground wire channel 1 y O 4 4 f r 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 (» Ground Zep Equipment Ground Conductor Bonding path I Down -roof Document 800-1478-001 Rev A www.zepsatar.com PAGE: 5 of 5 02013/EN Zep Solar, Inc Zep Solar reserves the right to make specifications chnages without any prior notice. All rights reserved. Date Last Exported: June 25,20134:45 PM