The URL can be used to link to this page

BSOL2015-00314 '. 78-495 CALLE TAMPICO D LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOj`MENT DEPARTMENT BUILDING PERIVIIf Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: RENOVA ENERGY CORP 0 OUTSIDE CITY LIMITS LA QUINTA, CA 92253 BSOL2015-0031 81183 SANTA ROSA CT 764440008 CHAVARRIA RICHARD SOLAR PERMIT $19,457.00 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 the Business and Professions Code, and my License is in full force and effect. License Class: License No.::LIC-0104947 Date: ( Contractor: OWNER-BUILDE CLARATI 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 to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division of the Business and Professions Code) or that he.or she is exempt therefrom a.nd th basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fo a permit subjects the applicant to a civil penalty of notmore 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 not intended or offered for sale. If, however, the building or improvement is sold 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 exclusively contracting 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 or improves thereon, and who contracts for the projects'with a contractors) licensed pursuant to the'Contractors' State License Law.). (_) I am 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 Name: Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153. Date: 4/13/2015 Owner: RICHARD FRED CHAVAARRIA 81183 SANTA ROSA CT LA QUINTA, CA 92253 Contractor: RENOVA ENERGY CORP O OUTSIDE CITY LIMITS LA QUINTA, CA 92253 (760)568-3410 LIc. -No.: :LIC -0104947 WORKER'S COMPENSATION DECLARATION I 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 the work for which this permit is issued. 'I have and will maintain workers' compensation insurance, as. required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance. carrier and policy number are: Carrier: Policy Number: I certify that in the performance of the work for which this permit is issued, I shall notemploy any person in any.manner. so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply jwith those, provisions. Oate: 1 I S Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO*CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000)..IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.- APPLICANT EES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the.conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application .is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application.; the owner, and the applicant, each agrees to, and shall defend, iriderrinify'and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit•issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will'subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize re.presentatives bf this city to enter upon the above- mentioned property for inspection purposes. Gate: I "S . Signature (Applicant or Agent): ' 1 t•?. :. '.. � ": .. ... J :. , a:. x+: •1 . a .:.. a. :.... a i _. �.a' . I Jln. �.'3 c^x 13,x. "JC: ,R :. ec �'rx i, p { ' `'d�AC^ a £;rr y¢ Nt '�3.. fewg7k� 1 ;' "r,"p `i�.:.m�:e'.u.: at t ,� E °na;# *c 8�3 ". xw? ".'fi ,`'d'G -: e::f•ax DESCRIPTION » ACCOUNT AMOUNTS PAID=DATE$. � y ,QTYs r: . , x <. ,PAID ,,' `.,Fiv.; •r5.., x,... <� afic.:.':. ..�..i:.a .'5 %'�Id., h' .d° nu�' �b"R*•w:, 04 Y: �'If+i_•, <:�;i2,''•,..!k?4v�`F"1 :!'. t�n`:'r,"s3' `E BSAS 561473 FEE 101 0000',20306 ► ,,.. 7 0 $1100 $0:00' r-tea;�T'lr`°� `.... ` .:: .:'''S""..".. ;w1k :i�:"n. a'r,u.�r'.�,d `'„d,.i fin. RAID BY ° ' t METHOD.. f;'& '•:.-'.''":xi`ki"aa'<sr 4:.;' sia-yY "a x ?.r}`,,5< RECEIRT # ` �k CL`TD-BY: F :v >�CHECKa#? n� .'�.;. t,< r.`<'i�Y'r.$'a't#;mz m.Gr n{�'FB Total,Paid for -BUILDING -STANDARDS ADMINISTRATION;BSAc $1-00 „$0.00 ¢.nt-•' 4e ..y .�'rk .ii`iAf,''•<:4•Fti:,+vSsyW, eE$'k"'^ii':. ,.� F q... x.CFu x- iDESCRIPTION; F`�p"i y'xY'� e ar'2:,.±?t3h9S yY� i "? ml , '• ` y s! ' �` � PAID;a;n,�<rx. xkDATE. PV SYSTEM - ARRAYS, FIRST 20 : ` 101 -9900-42403' • ..` ` ' '" 0 $24 17' $0:00! PAID<BY l.L?:i9.•Yint`_ CLTD=BY:,: �it.��m.."�«�'�ch'�9�ti9`�3i^,�F�;kYr 4,��A=^§�•�[`� «..,:.ra<"�.99`c"<<`�'{,�::�'c�'bi....N9..!<°...".�.i....'��.�:��^-".,.c :.r:��.,�. `�F.i$ t3"a...Y.,r�,Fv+�Y�r��R�Y,+>`�,�<. �, y ,. .?R3iMafaT:S"�'6.<< e..P 1 r�'v;!4a • <. <^t'i..xJ?''4"'S,;:.«�'S''CS�k � 12—M kpoj#'j:I` T` .`4^P, . S - ACCOUNT ,,� <'. R'! 4 "1. TY .meq. C m6�...<99FS$*' ' P _ -ll K° C.lin.<.' 4uFm?iiti(, ' t "4M'�i.. .r . �. ?1112-<_.,F4'°'�."'ti've'V.se,w„..:.a s DATE, .sRESCRIPTION .. a %xsi,� .xv .RAS d �d� psi . •<. _ , " .. qy huAMOUNT �` .� PAID L .a .PAID PV SYSTEM - ARRAY; FIRST 20 PC 101 0000-42600. 0 $24.17 $0'00 �ai+iSY"'ktS'. ;Y F.P.AID BY # �'� <. ` CHECK#�6�. -A.". �:�,� ry . CLTDyBY 3�: d'�a, .n ��E4k-• "i'f<?$t�,' 19..:`iH.Ak+&.1, yvPa'*-9?L.l,pl'.ry,�. 'n" a{. <,�.a ,RECEIRT lavi ✓??M:.-n{-,.�+IiS?-4<2!-.Y1 a m� ' Total:Paid fOFELECTRICAL. $0.00 h$48:34 V4 x°F iY`, <�yNmpmi ikh<x :R 'i9`, '7,si:.z�63u s3Tik;;ih<" k- '' Y,; `$;. `w i .�<lp C�, "a�C R. 3" ` '�ur8`T '^eic. TY+AMOUNT �+ :?Y!'�+ ` '" �j0j ;i €<�hP,AID `cPi41D+D h 5""Y W4=.yit h<'l'' • `��q, T ;DESCRIPTION"A000.UNT z? wd ..a<. ra,. a � F a? �� 4. r k� sa .0>:_»,r., � "� _rte R�k� � DAw t> PERMIT ISSUANCE 101 0000-42404' . 0 9185, $0,00 , --.t::,;u., ,,< ;ry - _•, 5 :..•,Es.ff"p iros'y-i - .. -: . sBY� :r. .x vy" :qj�, .e^: :t: 7.1 ,-""u �:..,. ^�'" c . t . '.,'METIODz" : �$ zx'"`. -"" 4'"Y,<r-,.;s& .d r'4E k" RECEIPT# ;.` vS oma 4 M,[� ""q;....• .> CHECK .. ,SY4 r k50 Total Daid forPE IVIt IT�ISSUANCE $91851, $0 00 ra r`i;`r^� �'�; �kk�,✓'k�ri�..��'i �, >��t�,d �.. �'� ��`: `: �" ,,�>: �q. Vit.: �,��:'..� �s� .�� a '" �. • �� .�.. u. r �� .. �� x� �: y�x� <-� �P;��:I�t a•�t�I.�'5 .�,�� , ;= PERIi�6T iVU,MB'EF '`� �ias� -- � z>v•' � c: ..,,"��.�.�.�' �� z�. "..�, ..�... 3 � ,x�., �- r:r`�,.. "a.,�, "«"" ,� . � .r-- a .;'£: -..�,. �„ �x -° a ; �,��;: u 5, �u:• E ..,tea ''S, Description: CHAVARRIA RICHARD:SOLAR PERMIT Type: SOLAR.. "Subtype: Status: "APPROVED Applied: 3/26/2015 PJU Approved: 4/8/20151FU Parcel No: 764440008.` . Site Address -'-81183 SANTA ROSA CT:LA QUINT A,C-:P2253: Subdivision: T11:30023-4 Block: Lot: 27 Issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Fineled: . Valuation: -$19;457:00 Occupancy Type. Construction Type:. Ekpired: No. Buildings:'0 No. Stories:`0": No. Unites: -0 Details ,3145`kW SOLAR ARRAY -'(35) 327W.:SUNPOWER SPR=E20-327 MODULES ,W/. (1) FRONIUS IG'P.LUS ADV 10.0.-1 INVERTER [560SF] 2013 CALIFORNIA ELECTRICAL CODE: :- R.r r r•:^:._5w�.: .. �-. a. �i ..3 >. $.�•... ..,,. ix .c..w ,.:. it ..,, .teaF�;< £;i. r <: s�, .��.,M ' ,r .Fr i,... _5'v a a ?gs, 'm -+.c - s. .� d �: ¢ :: � -:€�: ,. x - .. ..._. '�. a,„.. , ' c; -•a:= ., *. ,.. :.. ,.:” '.` 2 �.c . �,a , :. r:--•.�'�." k., , x 5 , .,,*. ''.ii": "5 , - . :.-L i. ': ?a, ? < "x �.& „ .. • ., M ..a ..� . .. ,re., cw� "�, 4- €&"i � ��'. � v;'. 0. �? � w� ��,. t � 'r-...: `"� : v �.�,°�� ."2- t ",S. ..." .".. x, ..:. SIT.ES.. -mss. s . *,�: ,...,�" .. ... � •i., ... .. vn.r .�'; a°�,.,.o ;�- .r I..,r~s r � �,., v .:v. :-� 't.: :,. w(,:.�.,.�...,,.... .�..�.��,,.,�.,�:.�:,.�,,� ��.�zx�v..._.x,...`�,.......,,.:x�,� "�°„a�^z�:>»,;��.�_�;,� +>5.�•;�,. :a��,.,�,.�;.Ma c,. ...er _`��`.�c�:.,,w��zux�„�"�r,�,:�..r; s.v...?3.s..,�..(-t:'�. :.,!�.s„.-. a. �'Y'r;�3. ,4.-..i�4. .•.s?,Zz`.",d«�'. �,,,�.. .,�. .-i,�, . ,. ,z, .:. t...,. ,.. .s,., .."�;a.<;.ia..s_..-.: . ""°s^n,.a'.i.s....-arr:r,«a1§,.. 5�;�..,.��a �.5�,.... °3k,a:. ^�msu-:��,.s�'*.s...,-:s�``_�,- . -.��...,_>.w. v--�,.:.: aA�-",.�� .,.�:.,fi�,t.r.l.rd.�i� w.<x, .-�,,..�.-.� -:r�,..: . <!. .",,'2�a-�a!.�p2"t!NLin.:,4.. >x:, < m.:;�-.:r_,..,am�,a.F”:'si-3,' .a•i ..- z zr:�_ e.-c.ek.,L.<-�..- »®.,;�-. z .d#.G,r..,+.,-.,�.Y .,-��.:.4...tssb. b -.-s,.ti,.i. :,z.,,. S, ..� Sn�� ' ,lms'ts"e.. ,,, ',kG,.r3-, : "5e.,S...v"�-:.i.,,".x�,c.x -�3 I '" Xtgg3�n 4?. . v �.t.,,n,�_a '�`' .: "'�',f.',"u,A 3. Y- jig, :-.7M ssm..��m��'ie�L;nrr.#+.�s<n.ctt?a,r':,sa":w.y.'ican3s >n ;•. �m:'a-i.u�.. .,,�yle:3.a..fi :b.rre "..lrirs(.' I.l_�:_-.:..S�. �'-.:�:.�_.a.:.ixM` ,4,.y.. . Wi,,e»..-„:,l<, .*�..„. '..,:. .;a,�� .�Ia."�;;' , • e • e r Vii,.! art ��,��,', • a �;� e e e e PJUAREZ 1 eJ AKE FUSON1 1 3?r Pt r ,:..,:-,M' ^.C<'+ qxy `3` 5:%�� { •. P?K :S"S :tr i . 4. ,YA MOM' • &<.». .x. 4Y .... � 5' . � 3. x. T' fi.:a '"Tz.D ,, s :..,":. .,v ,.;,'Sfi q x.. >.., ,x,.:. -,.... »...,, ..: �. . � .... .,.,�;-,✓ .-, ?z' �. wr.�r, -,�` - :`�' � ,�..�„�. au •.a,,. �,: r.�., � as„ •^: a �� .�-. � � � �;; � s� CONDITIO;NS;; .. - - -. -. � �. �_«&.�. }�.„z S ,�'.'.".� "i�i� u t. ix%:a. .?*- %Ea: ,•„ r,�'c. .�,_.�3. �,..at,..�'�.:"'.,, y_.....;..,�t.:��-,�w._,.id.�<:� ..<.�;��..-� ,.�» r, .:,rrs ,�xtve.� �,....,: �. r ,. g ..%T, .s>..x 2.,??; k "t- ,;.:...,�s �. 4<.. ” .. ,.� .. :.mom: ..a. ..;a , [ ., , -�zz��-- :..� ✓ 'i. rx r n, s- v ' �i � {.. � �'' ,�,�.� s. �.- �; �a>��'__ • �,5� , 'P`'n':. �:�,�.�.,.w:.,,�.��k;:,�-x�,.,�'�i'"�,��..�:,..�,x:«�..�.,.��s � t.,ei�.._,<, YSt”�„c�:.:�r:�.�.:..�:.,.:Fx,;..,�?^,�;e��r..rc:,�s..��rrs��.�:':�.:::ax:•x.. �.x-,rr;�. �.r�^ .�,,:::�3r: ,•-r=7 ,...::mw��4:,;i:, REN OVAENE RGY CORP RENOVAENERGY CORP •RICHARD,.FRMCHAVAARRIA0 • ®® ,. `« .,,:. .� T"'_'. '�. ",<' - x:.,.. - ,' R' ..'i .: :,3 ...� „; ... Si1# A.• R"�':" f ...Y- _,. , . dc' ", ,g.. ". z., F'T R'i x,.�' .'�.�>>k:. :.��.w y."'',, ;, r,��..§!&S.x .>. fi%!-.z,,,, 4.�,',.. �.;�',..-.�'<xr. sw .v. .-L, rs.��'s,i�. ,�. ,, wrt.-, :...f;�rr:..,„'"�: w[A ',�'`,: .4.Ii-y'Swz�.-x �- •. x••""R'F ',vi,:t' .,a �«,,.e. ,'yx:, Y-: .. - „ .:.� - ;y,'. xv �- � .', '^e.:. Y , "� r ..<.._ --" . A,�.��..� ='mss. u,� �"'.;; �^au-,.,-_ . �4,� • �" , =-».-:'� � �r� .,s'e �.� �'�'a,. }„ '�+, --,.° .3 r t'F ��-. �is.,.��, .�. .<:xa � '� r... ^'C.. °'t%✓ ..J.y 1 tuW �.'...• ae�c. �i:, ):w�� '�,* �'�. . >,'�`'�. c•=,, <. :m -,r L -yrs: ei�a ¢ ,w• i�1L � - • r � k s roa; '_ �"' �?r� 5 �.. ^`�a-.�..-<e,;.. �,d, 3,a x ,, � �S x��' •r •� ,�_ � arc.: ��>��g-, > ,� .�� ,.��FINANCIAL,INFORMATION .� �� ;r��. -�� y .--� �•.: i •.....s x _ _ ,.' !�- .. s� er. _. ,„�ca�. ,;.. S' .,,,..ur x.:,: `c.z '. � .. .,2TYz:'.: T�"�;. .<::.... v �� - w^ f7"s +�.. &� i ,3.r sra�.,:?� � =~�x.>r �;i �`.h.:....at✓.k.� _,<k:�,.z: „a:.,.... ��...;:::tl3,., i'r.,»,.Y..'..� 3., �.��"� »,.,,..,. ��4 � �� ,x<�.�...xX'h, fl°�._ .s ..,-�.<e..ai�}r....:xR_»,_.�.,:s.,r- _�<�cy-xi:�,7.,�..�t ,e .0 _.�sd�sR,.f:�.i ;.-�F �:r'.a...� »_ »„.-�,.v� ..�� a� +...r ."*a<"�.'.: ��u. . _ x�:k,c:. �t.z.��:'�4"'�..e..a ".`�� DESCRIPTION ACCOUNT QTY AMOUNT. PAID PAID DATE RECEIPT #' CHECK # . METHOD PAID BY CLTD 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 for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERM1T ISSUANCE: $91.85 $0.00 TOTALS: $141,19 $0.00 INSPECTIONS SEQIb INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT - REMARKS NOTES DATE DATE SOLAR FINAL" BLD PARENT PROJECTS r l iel iu..Ilr tlfi-ws ul alsii wd l:ikl ` snc'rpl 1pu lnul .;u lxri _.."''l MlW . RRNED ETU REV�EIN TYPE S TATUS REM ARKS REVIEWER SENT DATE DUE DATE DATE NOTES _ NON-STRUCTURAL JAKE FUSON 3/26/2015 4/9/2015 4/8/2015 APPROVED BOND INFORMATION ATTACHMENTS Printed: Monday, April 13, 2015 10:26:59 AM 2 of 2 C SYS TENS Bin # 11 0ty Of b Qulhta Bullding 8i Safely Dfylsiorl PA. Box 1504,:78-493 Calle Tampico La.Qufnta, CA 92233 -:(760 777-7012 Building Permit @plication' and Tracking Sheet -Permit # i .,� �Q,J ProjectAddmss:81183 Santa Rosa Ct. Owner's Name: Richard Fred Chavarria A- P: number. 764440008-1 Address: 81183 Santa Rosa Ct. Legal Description: City, ST, zip: La Quirita, CA 92253 Contractor Renova Energy Corp telephone: ; Address: 75181 Mediterranean AveProject Description: Residential Root Mounted Solar PV 11.445kW D Panel UppradeR tared City. ST, zip: Palm Desert, CA 92211 Telephone: 760-568-3413 city Lie. #;104947 , state Lic. # : 99110836 Arch, EaU., Deegner. Address: City., ST. Zip: Telephone: State Lie. #: '~ Construction Type: , Occupancy: Residential . Project type (circle one): New Add'n Alter Repair Demo Name of contwPerson: Lea Waki - 760-568-3413. Sq. Ft : # Stories:. # Units; Telephone# of Contact Person: ops@rghovasolar.com EsdmatedvelueofProject: $19,457.00 APPLICANT: DO NOT WRITE BELOW THIS UNE Req'd Recd TRACKING PERM FEES - Plan Selo Plan Check submitted item Amount Structural Cales. Reviewed, ready for I �s V Plan Cbeck Deposit. . Truss Calcs. Called Contact Person V Plan Cbeck Salanee _ Title 24 Cale&. Plans picked up Construction Flood plain plan Plans resubmitted. , Mechafilcal Giading plan 2'!Revlcw, ready for correctiouslissue Electrical Subcontactor Ust Called Contact Person Plumbing Grant Deed Plans -picked up t S.MJL H.O.A. Approval Plans resubmitted Grading IN HOME-.- Review; ready for eometlons/lssue Developer Impact Fee Planning Approval Called Contact Person AJX..P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees F Trilogy at La Quinta 60-750 Trilogy Pkwy La Quinta, CA 92253 Ph: 766-777-610.59 Fax: 760-777.4620 Friday, February 13, 2015 Linda L. Ddskins 81183 Santa Rosa Ct La Quinta CA 92253 RE: Design Review Modification Conditionally ...ditionallY Approyed 81183 Santa Rosa Ct /Customer -ID TRLAQ-05906'011 Dear Linda L. Deskins: Tr il o gy Trilogy of La' Qtiintn,.Njajj2tejj n"ce Ass6datio a We are pleased to inform you that.your plans for installation of solar -panels, received on January 28, 2015, have been approved b v X the Design Review 'Cbmm Yom with. the following condition: Whenyourworkisc6rnpletedj please return the: attachednoticed of,combletion.'form. Please note:.Anv damagescaused,by:,tontractom due to construction -must.-ibe repaired. This approval does not constitute consent°by the Msociationtfor the.applicani to.-dn& ach, trespass, or build on I Association I .. applicant ... .9 ... any property other than'that of the applicant. This apoibval is solely the items reserved for appro' al by related 'I v the CC&R's in accordance withthe Design Review Guidelines.Th q 4pprqVal does not extend to the quality of work done by your architect, or contractor gineering, or-toahystructuralen -.soils -6nizineeiring', or site grading and drainage des ign. Y6 u are urged to obtain the services al for consultation as needed. of a. state licensed ' fessl' pro . ion The Design Review Committee is com'pose'd of volunteers. As such, it does not review S applications to ensure compliance with. b0ildin&coides; or. othe Hocal or state: law Please be. advised that -this approval p'*rova'l does not relieve you from obtaining any necessary building -permits ftom thegovernmenta[ageh'ci s involved to ensure compliance With these codes. Any violations of these 'ordinances will be - your responsibility to correct. Thank you fdr your patience, in this matter And for. complying with the Association's p9licidS And standards.. Sincerely, For the Design Review Comnlittee, MiMa Hernandez. Asst Manager Oh -Site Property Enclosures cc: Board of Directors Design Review Committee VICINITY MAP Riverside County: APN #764440008-1 Tnitigy;Ln Oumtn 0,4,20 . �Leguna Q Q O ,r lid LIZ i�, f. TZ-�'Uu i t <0 us" CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 Monday - Friday 7:00 am - 5:30 pm Saturday 8:00 am - 5:00 pm Sunday NOT ALLOWED Government Code Holidays NOT ALLOWED MAY 1 THRU SEPTEMBER 30 Monday - Friday 6:00 am - 7:30 pm Saturday 8:00 am - 5:00 pm Sunday NOT ALLOWED Government Code Holidays NOT ALLOWED PROJECT CONTACTS: CONTRACTOR:RENOVA Lea Waki: lea@renovasolar.com Isaac Gamez:.isaac@renovasolar.com APPLICABLE CODES: Calilfornia Residential Code 2� California Electrical Code 2013 La Quinta Municipal Code SHEETINDEX, GENERAL C1 Cover Sheet. S1 Site Plan. S2 Plot Plan ELECTRICAL E1. Marking/Panel Schedule E2 Single Line STRUCTURAL -- P1 Profile Elevations: 02 Structural :Elevations . DATA SHEET Module Inverter Load .Calculation Structural Calculation Wind Calculation Unirac Racking. Disconnect Solar Ready Panel ru E C 0w` a ti 00 00 (O �I s U UC0 N !''� 0. Q H U. D. Q H� ,U Z E . X.00 Cy. 00 'o n: Drawn By: CESAR LOPEZ SCOPE OF WORK:UN Date Drawn: 02/23/201 Project consist of installing: conduits w/fittings and wires; roof stanchions for rack Revision No. mounting system to support the photovoltaic (PV) modules; power inverters to provid�� 0 renewable ower source for the customer; and upgrade the existing main service an 1. P P9 g par,, sheet No. C.1 co y. �Ucl mrnWRM mp 00) C01,10 7 71 Q.l6 N CSO J 00 i} ,O Ij. °- 2 Q N ` U N 0` o O Q U M C O �;• E _ 00co 00 C1 `70 d,_ 0g y _SFr _ ► lEY Drawn By: CESAR LOPEZ r ,f til { j � s Date Drawn: 02/23/2015 Revision No. !e T. Sheet No. V.L i �t TECHNICAL DATA: FRONIUS.IG PLUS ADVANCED(10 O'-1UNII 11.4-1bNI,10.'0-3UNIDELTA, 11.4-311N, DELTA, 12.0-1WYE211y 10.0 - tt UNI 10.0- 1� .UNI. 11:4 - 1" uNl� 10.0- 3' 11 •DELTA' UNI, 11:4'- 3� DELTAt UNI 12:0:- 3'WYE277T Operating AC Voltage Range 208 V _ [standing Protection 183-225 V (-12/+10 %) Over Yemgereture Protection Output rover derating active cooling Arc -Fault Circuit Protection 240 k 211 -. 264 V -12 +10'% ' 277)/l 244-305 V (-12/+10%) l I ' Maz Continuous Ou- ut Current \11 .208`A 48.1 A 11 5 A' 27.7-A` 31 A' n.a: I ! 240 41.7 A I 47.5 A 24.0 A' ( 27.4 A• I � n.a. 277 V 36.].A 41.2 A n.ar n.a: 'EFFICIfNCYi 11 1 10.0 - tt UNI 10.0- 1� .UNI. 11:4 - 1" uNl� 10.0- 3' 11 •DELTA' UNI, 11:4'- 3� DELTAt UNI 12:0:- 3'WYE277T Operating AC Voltage Range 208 V _ [standing Protection 183-225 V (-12/+10 %) Over Yemgereture Protection Output rover derating active cooling Arc -Fault Circuit Protection 240 211 -. 264 V -12 +10'% ' 277)/l 244-305 V (-12/+10%) l I ' Maz Continuous Ou- ut Current \11 .208`A 48.1 A 11 5 A' 27.7-A` 31 A' n.a: I ! 240 41.7 A I 47.5 A 24.0 A' ( 27.4 A• I � n.a. 277 V 36.].A 41.2 A n.ar n.a: PROTECTIVE EQUIPMENT, - - - 10.0 - tt UNI 11:4'- 1' UN11 10:0'- 3u',,PELTA, - UNI,. 11:4'- 31 DELTA UNI. 12:0 - 3 WYE277, _ Ground Fault Protection Internal CFDI (Ground Fault Detector/Interrupter) in accordance with UL 1741-2010 and NEC Art. 690 DG Reverie Polarity Protection: - Internal Diode [standing Protection Internal; in accordance with UL 1741-2010, [EEC 1547.2003 and NEC Over Yemgereture Protection Output rover derating active cooling Arc -Fault Circuit Protection Internal AFCI (Arc -Fault Circuit Interrupter); in accordance with UL 1655 Outline of Investigation for Photovoltaic (PV) DC Arc -Fault Circuit Protection (Issue Number 2, January 14, 2013) w a N 2 S O N O e U E . °c v `o o ...,.�...... �,` _. / Battery Charging Systems /,Welding Technology f Solar Electronics WE HAVE THREE DIVISIONS AND ONE.PASSION: SHIFTING TH 'LIMITS:. /Whether Battery Charging Systems, Welding Technology or Solar Electronics`Our goal"is clearly defined: to be the technology and quality leader. g r v= With more than 3,000 employees worldwide, we shift the limits of what's possible,=our 7_37 active patents are testimony to this. While others progress g step by step; we innovate in l'e'aps and bounds. Further information about all Fronius products and `our global sales partners. and representatives can be found at tv"ww fronius.corn; " f E m' _. _ _ �- Fronius USA LLC o 6797 Fronius Drive - Portage, IN 46368 USA o pv-usa@fronius.com 0 www.fronius-usa.com E Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Roof Mounted Solar Photovoltaic System for: Chavarria Residence 81183 Santa Rosa Ct., La Quinta, CA 92253 QROF ESS/p\ No. C58724 '� Exp.3-31-15 ; Applicable Codes: ��qTF F�C A0&, 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, 2012 American Forest & Paper Association National Design Specification for Wood Construction, Local Municipal Code, and all other codes which are adopted by reference or enacted by law. Assumed Design Parameters: The existing structure has been built under a building permit and is in its original condition. The existing roof structure is capable of its code required live load and the ability of the roof structure to support live loads has not been substantially reduced by the age of the structure, termites or mold, or unauthorized modifications to the existing structure. Solar Energy Contractor shall make an inspection of the existing roof framing system prior to installation of the roof mounted solar energy system to verify that the existing roof is capable of supporting minimum roof live loads. Assumed Design Parameters: All 2x members are grade Douglas Fir #2 or better All 4X members are grade Douglas Fir #1 or better All Roof Connectors are Simpson Strong -Tie or Equal All Concrete Foundations are f = 2500 psi or stronger Original Structure was built to the Type -V Wood Framed Standards of the Applicable Building Code at the time of Construction. Sht # 1 of 6 2015-758 Renova Solar Chavarria Residence Date: March 19, 2015 QROFESS/pw ` 1O E JON4s V'a r N0. 16600:: a s EXP. 6/30/16 SINGLE-FAMILY DWELLING- LOAD CALCULATION NEC 2011 Edition: Following.fxeiimple Annex D2(b) s�9� O� CA`Fp��\P. : Customer Name: Richard Fred Cl6varria;.81183 SantaRosa Court, La Quinta; CA 92253 1. OTHER LOADS -220.42 a. General lighting loads:- 220.42 2,724 .: sq.ft. x 3 VA::= first 3,000 @ 100%, remaining.@ 35% < 12000 sgfE 8,172 VA: - b. Small appliance loads =.220.14 1500 .: VA x 20 circuits = : 30,000 VA: C. Laundry- 220.52(6) :1,500:: VA 2 Special Loads - 220.531::220.54 Dishwasher 11200 VA Disposal :1,176. VA Compactor - 0 VA Water heater ( if Gas =0) 0 : VA. Oven- 220.55::. :9,600 VA Cook Top = . 0 .' VA: Pool _.. 21,760 VA: Clothes -Dryer . = 5,760 :. VA Microwave_ . 1,500 VA (Subtotal) 611668: VA:". First 10,000VA x.100% = 10,000 .: VA Remaining 51,668 VA x:40% . 20,667 VA Net Load for Items #1 and #2.:. 30,667- VA 2. HEATING OR A/C LOAD - Table 220.82(C).(3) Heating units (3 or less)_ :.. VA x.65% 0 VA Heating units (4 or more) _. VA x 40% VA A/C unit # 59457 =:59.28 VA`x 100%:: 5,928 VA: A/C unit # 46826 = 4;560. :VA x 100% 4,560. VA A/C unit #1= 0 VA x 100% 0 (Total #2 = Largestload) 10,488 VA. Net toad (Total #1 + Total #2 = Largest Load), 41,155 VA VA SERVICE: V SERVICE: L= .41,155 VA. = 171.5 A 240 V . Service amperes: required., 171.5 ' A < 175 -'Ampere -rated New Circuit Breaker . Service amperes provided 200 A 100% 95% 90% 85% 80% 75% SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY 71 POWER WARRANTY 0 5 10 15 20 25 Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25.8 . REFERENCES: 1 All comparisons are SPR -E20-327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25*/a/yr degradation vs. 1.0%/yr conv. panel. Campeau, Z. et al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Oct 2012. 5 "SunPower Module 40 -Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Second highest, after SunPower X -Series, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 25* C). 13 Based on average of measured power values during production PRODUCT WARRANTY 10 15 20 25 Years Combined Power and Product defect 25 year coverage that includes panel replacement costs. OPERATING CONDITION AND MECHANICAL DATA ELECTRICAL DATA - 40*F to +185*F (- 40*C to +85*C) E20-327 E19-320 Nominal Power 12 (Pnom) 327 W 320 W Power Tolerance +5/-0% +5/-0% Avg. Panel Efficiency13 20.4% 19.8% Rated Voltage (Vmpp) 54.7 V 54.7 V Rated Current (Impp) 5.98 A 5.86 A Open -Circuit Voltage (Voc) 64.9 V 64.8 V Short -Circuit Current (Isc) 6.46 A 6.24 A Max. System Voltage 600 V UL & 1000 V IEC Maximum Series Fuse 15 A Power Temp Coef. -0.38% / *C Voltage Temp Coef. -176.6 mV / *C Current Temp Coef. 3.5 mA / *C REFERENCES: 1 All comparisons are SPR -E20-327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25*/a/yr degradation vs. 1.0%/yr conv. panel. Campeau, Z. et al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Oct 2012. 5 "SunPower Module 40 -Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 70% of rated power. 6 Second highest, after SunPower X -Series, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 25* C). 13 Based on average of measured power values during production PRODUCT WARRANTY 10 15 20 25 Years Combined Power and Product defect 25 year coverage that includes panel replacement costs. OPERATING CONDITION AND MECHANICAL DATA Temperature - 40*F to +185*F (- 40*C to +85*C) Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front 8r back Snow: 112 psf, 5400 Pa, 550 kg/m2 front Impact resistance 1 inch (25mm) diameter hail at 52 mph (23 m/s). Appearance Class A Solar Cells 96 Monocrystalline Maxeon Gen II Tempered Glass High transmission tempered Anti -Reflective Junction Box IP -65 Rated Connectors MC4 Compatible Connectors Frame Class 1 black anodized (highest AAMA rating) Weight 41 lbs (18.6 kg) 1046 mm [41.2 in] 46 mm- H 1 1559 mm [1.8 in] [61.4in] See http://www.sunpower.com/Fach for more reference information. r For more details, see extended datosheet: www.sunpower.com/dotasheets. Read safety and installation instructions before using this product. www.sunpower.com mDecember 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered Doc*m*nt q 504860 Rev D ATR_US trademarks of SunPower Corporation. Specifications included in this datosheet are subject to change without notice. TESTS AND CERTIFICATIONS Standard tests UL1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004 EHS Compliance RoHS, OHSAS 18001:2007, lead free Ammonia test IEC 62716 Salt Spray test IEC 61701 (passed maximum severity) PID test Potential -Induced Degradation free: 1000V10 Available listings UL, CEC, CSA, TUV, JET, KEMCO, MCS, FSEC 1046 mm [41.2 in] 46 mm- H 1 1559 mm [1.8 in] [61.4in] See http://www.sunpower.com/Fach for more reference information. r For more details, see extended datosheet: www.sunpower.com/dotasheets. Read safety and installation instructions before using this product. www.sunpower.com mDecember 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered Doc*m*nt q 504860 Rev D ATR_US trademarks of SunPower Corporation. Specifications included in this datosheet are subject to change without notice. • 20.4% efficiency Ideal for roofs where space is at a premium or where future expansion might be needed. • High performance Delivers excellent performance in real world conditions, such as high temperatures, clouds and low light. 1,2,3 • Proven value Designed for residential rooftops, E -Series panels deliver the features, value and performance for any home. Maxeon® Solar Cells: Fundamentally better. Engineered for performance, designed for durability. Engineered for peace of mind Designed to deliver consistent, trouble-free energy over a very long lifetime .4,5 Designed for durability The SunPower Maxeon Solar Cell is the only cell built on a solid copper foundation. Virtually impervious to the corrosion and cracking that degrade Conventional Panels .4,5 #1 Ranked in Fraunhofer durability test. 10 100% power maintained in Atlas 25+ comprehensive PVDI Durability test.'' HIGH PERFORMANCE & EXCELLENT DURABILITY E20 - 327 PANEL HIGH EFFICIENCY° Generate more energy per square foot E -Series residential panels convert more sunlight to electricity producing 36% more power per panel,' and 60% more energy per square foot over 25 years .3,4 HIGH ENERGY PRODUCTION Produce more energy per rated watt High year one performance delivers 7-9% more energy per rated wa".3 This advantage increases over time, producing 205 more energy over the first 25 years to meet your needs.4 0 120%20% 3 More Energy 110% ._.._..._..----------------- Per Rated Watt 100% - 0 a 90% 35% more, year 25 , 80% a 60% l d LO N 50% 0 5 10 15 20 25 Years 3 Maintains High ytiENgRGYp P 8% ---- Power at High Temps _.... 9 P J, ra m o _--_-11 -- a No Light -Induced \� PHOTON J/ 0 6% --------- Degradation ------ g °rzFieio�S Q High Average Watts rn 4% --------- ...... Better Low -Light and "`s °_'° Spectral Response LU .— 2% ----.._._ _... ------' High -Performance o Anti -Reflective Glass } 0% www.sunpower.com i s r' 7 • 1 TECHNICAL DAMTRONIUS IG PLUS ADVANCED(10.0-1U 11:4=1' ,10.0-3UN_I DELTA, 11.4=3 DELTA,_12 0-3;WYE277) - -UNI � - UNI - � F r 4 e. INPUTIDATA't 11 10.0- 1.4'- 11.4'-'1uN1, 10.0: 3uniDELTA 1114 `3UNIDELTA) 12:0 3 WYE2771 Recommended PV-Power(kWp) 5.50-11.50 9.70- 13.10 ' 8.50-11.50 9.70-13.10 I 180 N minalln utCurrent 27.6'A 31.4A 11 27.6A 31.4A33.1A 11,400 W Max. Usable Input Current t I 46.7 A I' 53.3 A ,I 46.7 A �I "' 53.3 A ,' ( 56.1 A MPP'f'- V l a e Ran a 480 / 277 WYE N umberof. Phases 230- 00 V 1 3- DC Startup , I Admissible Conductor Size (AC) .260 V No. 14 - 4 AWG Max. Inout Voltarre Controlled ax. Continuous Utilil " Sackfeed Current 600,V 71 Admissable Conductor Size (DC) Power Stack Weight No. 14 to 6 AWG. For larger wire, use Fronius=onnecting distributor. Max. Current Per DC Input Terminal 60 I1Z 20 Am si For higher input current use Frorniut connecting distributor, - OUTPUT:DATA1 - 10.0 1 U' W 1 (:11141 11 _ UNI • 10.0. 3 DELTA UNI 11:4'- 3 DELTA, UNI 12.0 - 3iWYE277; Nominal Output Power I 9,995 W 11,400 W 9,995W I 11,400 W I 12,000 W Max. Continuous Output Power 9,995 W 1 40 W 109,995 W 11,400 W 12,000 1N AC Output Voltage ( 208 / 240 / 277 208 / 240,2 77 - 2081240 ' I 208/240 480 / 277 WYE N umberof. Phases 1 1 3- 3 H 7 Admissible Conductor Size (AC) No. 14 - 4 AWG Controlled ax. Continuous Utilil " Sackfeed Current Enclosure Type OA NE Power Stack Weight Nominal Output Frequency 8411 60 I1Z - Operating Fre uenc :Ring e' Admi sibleAmbient O eratin Tem Se ature 59.3-.60.5 Hi - Advanced Grid Features - Total Harmonic Distortion ( power, <3 UI<1741-2010; IEEE 1547-200---, IEEE 'Y0. 1071-01 (Sept, 2011) California i Power Factor 7 9,.85- l incl:/cap, GENERAL' DATA?10.0 1 - luxl, 1'uxn� t Max. Efficiency t! Unit Dimension W x H D 1.17.1x < .a CEC Efficient 208 V 95.0% 95.0 - 240 V1 95.5 % 95.5% _ t � 277 VI 96.0% 96.0% . Consumed n in Standby IN7 r Consumption During Operation Coolin Controlled forced ven Enclosure Type NE Power Stack Weight 8411 Wiring Compartment Weight {' I - 2611 Admi sibleAmbient O eratin Tem Se ature - -13"F..+131° - Advanced Grid Features - - Active and reactive power, - Compliance ' UI<1741-2010; IEEE 1547-200---, IEEE 'Y0. 1071-01 (Sept, 2011) California 1547,1, UC 54Ca , Jn it iative 16998-201 - Prograa Spe 7 T / Battery Charging Systems / Welding Technology / Solar Electronics SHIFTING THE LIMITS FRONIUS IG PLUS ADVANCED INVERTER WITH INTEGRATED AFCI t _I t. ��1 t , / MIX- Technology / Smart Transformer /WEAN / Quick Service / Smart Grid Switching Technology Ready WAW -z' -111h- / The Fronius IG Plus Advanced is the first complete inverter lineup of the NEC 2011 compliant AFCI protected inverters in the United States. Power classes ranging from 3 to 12 kW in both single and true 3 phase applications with integrated Fronius MIX Technology and wide voltage windows are the perfect match for your system design. TECHNICAL DATA: FRONIUS IG PLUS ADVANCED (3.0-1 UNI 3.8-1 UNI 5.0-1UNI, 6.0-1UNI, 7.5-1 UNI) INPUT DATA 3.0-1u«t 3.8-1,, 5.0-1'H' 6.0-1 ,u' 7.5-1ual Recommended PV -Power (kWp) 1 2.50-3.45 1 3.20-4.40 4.25-5.75 1 5.10-6.90 6.35-8.60 Max. Usable Input Current _ - _ 14.0 A ( 17.8 A 23.4 A ( 28.1 A 35.1 A NIPI' I - Vnitacr IN C DC Startup 260 V %h In nu 1.,It, - r�:iil % _ Admissable Conductor Size (DC) No. 14 to 6 AWG. For larger wire, use Fronius connecting distributor. %1- Cnr:"m I,,, UC: btl,iit Ii•intin.d 20;\n h"l'i,'l, ."-I inrr_in,n�. l.„., n..,rn,, Ilnb di.slri ,nn,r OUTPUT DATA 3.0-1um 3.8-1um 5.0-1uwt 6.0-1uN, 7.5"1um Nominal Output Power ( 3,000 W j 3,800 W 5.000 W ( 6,000 W 7,500 W V,iv C ()ntt'ul 1'",.' V..ril V. ,'. n,f111' (r f, l'.t) lv 7, i(!ll ly AC Output Voltage 208 / 240 / 277 Nu nI u1 14 , 1 1 - Admissible Conductor Size (AC) No. 14 - 4 AWG \L, :uWi•u:,n,Utih;�Re, 1. t,rd tmrrm � � -•-••'-\ •_- •-- --- Nominal Output Frequency 60 Hz Op, -6',� F "I { (n °, rt. Total Harmonic Distortion -3% I"-1" 1 a, 1,, 0.S - I -J t -j' GENERAL DATA 3.0-1,., 3.8-1u„i 5.0-1uM. 6.0-1uNt 7.5-1uni Max. Efficiency 96.2 96.2 Unit a 11 s It! ]-.1 2h.'. s'7 -'f iii 1:.1 , 24, _, \') 9 in 17.1 s,tv.l �'i.'l in. 17.1 17.1'3rI s'/.'! CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0 - -- - --- 230 V '7 .- `)3. v- - 91,.0> 95 277 i 96.0% 96.0% 96.0% 96.0% 96.0% (.,insuul ,liar. in Jldnu bv!MgH) 15 W Consupmtion During Operation 8 W 8 W 14 W 14 W 14 W Coolin ... Cow-IIrd fors cd vrntilation, variable shred fan Enclosure TYDe NEMA 3R P,nver Slack Wei ht a] 19,_ 114 kd 3tlbs. 14 k' 57 P,s. X26 k,:! 571b.s. L26 Itgj 57 lbs. 126 kg) Wiring Compartment Weight 24 lbs. (11 kg) Admissable Ambien; O -t,n•Tem eretute-13"F.--131`F-25"C..455'C Advanced Grid Features Active and reactive power control, low voltage ride -through UL 1741-2010, IEEE 1547-2003, ILEE 1547.1, UL 16996-2013, ANSI/IEEE 062.41, FCC Part 15 A & 8, NEC Article 690, C22. 2 Compliance No. 107.1-01 (Sept. 2011) California Solar Initiative - Program Handbook - Appendix C: Inverter Integral MA Meter Performance _ Specification 1 Loyd M. Martin -Solar Sttructure-s Engineering 2510 W. -237th St. #206 Torrance, CA 90505 Tel 1':310:464:1804 Email :loydwmartin@gmail .corn ` wwwaoytlwmartin:com Note to Building Official: Basedupon a review of the proposed. plans l a,m confident that the. existing roof framing system ,is capable of safely supporting ahe additional loads caused by the new solar photovoita.ic energy system The contractor shall field verify that the existing roofStructure is. in its original permited condition and verify that' it .can support the, _normal :code ,required roof live loads. Attached in this ,package are several cald-lations-shrowing that the roof members can sup .Cort the additional weight 4f the. solar array. Furthermore,. an analysis of .the. solar`.array's support,for:win'd forces and a seismic analysis of the existing structure�are also included' 2015- 758 Renova Solar Chavarria Residence Sht # 2 of 6 Date: March 19, 2015_ r ` Loyd W. Martin Solar Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Existing Roof Rafters: P P P P P P P bb 66 bb 6 W DL + LL = 30 psf x 2 ft. = 60 plf I w DL R1 R2 20' Total load on truss = 28 plf x 20 ft + ( 6'x 2.75'x 3 psf x 7 ) = 907 lbs < 1,200 lbs OK Check attachment of Support to Existing Structure for Wind Uplift CHECK SOLAR STRUCTURE ATTACHMENTS PER ASCE 7-10 COMPONENTS AND CLADDING METHOD 1 PART 2 FIGURE 30.5-1 THEREFORE CHECK ATTACHMENT FOR TYPICAL CRITICAL LOAD WHICH IS THE EDGE ZONE - ZONE 2 NOTE: PER DEFINITION ON SHEET 243 OF ASCE 7-10 EFFECTIVE WIND AREA: "FOR CLADDING FASTENERS THE EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER." PER FIGURE 30.5-1 OF SHEET 346 ASCE 7-10 WIND SPEED 130 MPH �oQROFESS/ON EFFECTIVE AREA = 15 SQ FT �; o w No. C58724 INTERPOLATION OF WIND UPLIFT FORCE: * Exp. 3-31-15 sT Civic Pnet30 = -46.5 psf 9TF OF C AI�FO�c Sht#3of6 2015-758 Renova Solar Chavarria Residence Date: March 19, 2015 Loyd W. Martin Solar Structures` Engineering 2510 W. 237th 'St. #206' Torrance; ,CA 9.050'5 Tel: 1.31:0.464.1804 Email:.loydwrnartin@grna l :com wwwaoydwmartin.com Check attachment of Support to Existing Structure .for Wind ,Uplift -: Cont'd Tributary Area to Each Solar Mount ='6 ft. x 2.75 ft. _. 16.5 sq. ft. ( Max ) Calculate Uplift at. each support: pnet = % Kzt 1 Pnet30 I� = 1.35 Kzt = 1.0 =1.0 p- 46.5 psf Eq'n 305-:1 ASCE 7-10 Wind Speed 1,30 mph Exposure,C No. C58724 Exp.3-31-15 s� civic. �P 9rF OF net.. pnet = 1.35 x 1.0 x 1.0 x (- 46.5 psf) '= = 62.8,,psf Nominal (Unfactored) Uplift at each support = 62.8 psf x.16•:5 sq. ft. = 1,036 lbs Note: Section 2.4.1 of ASCE 7-.10; Basic Load Combinations for Allowable Stress Design. Note: Applicable Load Combination#5 (D..+ 0.6W)' Design (Factored) Uplift at each support ..0.6.x 1,036 lbs = 622.lbs Load per lag screw = 622 lbs / 1 = 622 lbs. Determine allowable load per 5/16" lag screw w/ 2.5" embedment into wood below according toahe 2012 NDS. W ' = W x Cd x Ct Table 10.3.1,'2011.2 NDS where: W = 266 lbs / in. of embedment .per Table 11.2a Cd = 1.6 per Table 2.3.2 of 2012 NDS Ct = 1.0 per Table 10.3.4 of 2012 NDS , W'.= 266 lbs/ in. x.2.5 in. x 1.6 x.1.0 = 1,064 lbs > 622 lbs OK Use Support connected to 2x Mina Roof Member w/ (1) 5/16" x 4" lag screws per connection minimum. Sht # 4 of 6 2015- 758 Renova Solar Chavarria Residence Date: March 19, 2015 Loyd W. Martin Solarr Structures Engineering 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Check Seismic load due to added dead load of photovoltaic system. Determine Seismic Weight of Existing Building: Effective Existing Seismic Weight Area of (E) Building = Approximately 2,800 Sq. ft. Approximate Effective = Seismic Weight DETERMINE BASE SHEAR V=CsW Cs SDS = R .] le 2,800 sq. ft. x 30 psf ave. = 84,000 LBS EQ'N 12.8-1 ASCE 7-10 EQ'N 12.8-2 ASCE 7-10 R = THE RESPONSE MODIFICATION FACTOR IN TABLE 12.2-1 R = 6.5 . WOOD SHEAR WALLS le = 1.0 IMPORTANCE FACTOR r SDS = 2/3 x SMS EQ'N 11.4-3 ASCE 7-10 SMS = FA x SS EQ'N 11.4-1 ASCE 7-10 SMS= 1.0x1.5=1.5 SQS = 2/3 x 1.5 = 1:0 1.0 Cs = 6.5 = 0.154 1 EQ'N 12.8-2 ASCE 7-10 2015- 758 Renova Solar Chavarria Residence c3 r� o' � No. C58724 �Exp- \CIVIV F OF C AQ ,S Sht#5of6 Date: March 19, 2015 I Loyd W. Martin Sol arStructures Engineering 251.0 W. 237th St. #206 Torrance,. CA 9050.570L..3110.464.1804. Email:loydwmartin@gmail.com. www:loydwmartih.com EXISTING BASE SHEAR V = 0.154 .x 54,000 LBS 1 2,936,LBS-, EO'N 12.8-1' . ASCE 7-10 DETERMINE NEW BASE SHEAR Determine Seismic Weight of Building with Solar:Array:.. EXISTING. SEISMIC = 84,000 -LBS WEIGHT s NEW SOLAR ARRAY = 3 PSF x 35 PANELS x 3.3' x 5.5' = 1,906 LBS NEW SEISMIC = 84,000 LBS + 1,906 LBS =,.85,906;LBS WEIGHT THEREFORE NEW BASE SHEAR: V = 0.154 x 85,906= 13,229.LBS _EQ'N 12.8-1 ASCE.7-10.. 13,229 `LBS - 12,936 LBS % CHANGE x 100 = 2.3 % < 10% OK 12,936 LBS OK. PER ASCE 7-10 SECTION 11.B.4'ALTERATI6NS EXISTING LATERAL FORCE RESISTING SYSTEM.IS EXEMPT FROM ANALYSIS SINCE NEW SEISMIC .FORCE IS!--� - QRoFEssioN LESS THAN 10% GREATER THAN EXISTING SEISMIC FORCE. q� co O y 'Alterations are permitted to be made to any structure withoutrequ►r►ng'the No. C58724 existing structure to comply with this standard provided tlie,alterations comply * Exp. 3-31-15 with the requirements fora new structure. Alterations that increase the s T9TFOFICA1v�F��\P seismic force in any existing structural,elemenfby;more than 1. percent or decrease the design strength of any existing structural element to resist e seismic forces by more than 10 percent shall not be permitted unless.the entire seismic force -resisting system is -determined to comply with this standard for a new structure." End of.Calculations Sht # 6 of 6 2015-758 Renova Solar Chavarria Residence -: Date: March 19, 2015 VINClt& ASSOCIATES Cu ENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805.486-4700 Subject: Stnictural Engineers Static load test results for the following: Mounting System Maximum Frame Maximum Frame Load Equivalent Wind Speed Length (In.) Width (In.) (Ibs/ft)2 (mph) RoofrracIs 65(77**) 40 50 125(100**) TEST SETUP (as shown in attached drawing detaiQ: Three modules, as specified above, were bolted to 136"x1.5"x2.5" Professional Solar Products (PSP) patented RoofTrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts, SS lock washers and proprietary PSP aluminum clamps and inserts. The RoofTracm support rail was attached to the PSP RoofTrac® structural attachment device with 3/8" SS hardware at four attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" SS lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 72" on center. TEST PROCEDURE (as shown in attached drawing detalo: The test set up was top loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift condition. The test set up was re -loaded to 50 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.313", with no permanent deformation. The maximum uplift deflection was recorded at 0.250", with no permanent deformation. This document certifies the RoofTrac® mounting system used with the modules, as specified above, withstands the stated static pressure load, equivalent to the stated wind speeds". The mounting system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16 It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking or blocking with a 5/16' diameter screw at each Fast -jack location. Screws shall have minimum of 2 �2 penetration into minimum of 3' penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at eac This office does not express an opinion as to the load bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including, but not limited to FastlackO , TileTrac(9, and Foamlack0) can be Interchanged with this system. Check with local building department or AHJ for site specific requirements. *Modules measuring within stated specifications and tested to UL1703, or equivalent, are included in this engineering **Wind loading values relative to defined load values using wind load exposure (125 mph for 5/12 roof pitch or less; 100 mph for greater than 5/12 roof pitch) and gust factor coefficient "exposure C" as defined in the 2012(IBC) /2013(CBC). For 77' x 40" module, equivalent wind speed derated to 100 mph. ***Module tested: 64.6" x 39.4" x 1:7" (sln) ****Est. snow load rating of 25 Ib/ft2 based on 2.0 safety factor. (15 Ib/ft? for 77" x 40' module) 1337 E. Thousand Oaks Blvd, Ste 114 • Thousand Oaks, Page 1 of 2 RT -6 :Module: i4rea ._ ;-^Approz20'-max Tofalmodule (451bs ea).* and_ .rail (� 2 �6s ea:.) weight; 159. Ibs° Num!?'erof:attac�iments:. 4. ea: Weight /attachment point 4.0. Ibs A.64.. ,.Z Distributed weight: 2;95: .167 .,ft2 4; FastJa�k� Fa.5tJack,( Patent #6,360,491 Flashable Roof Stanchion The patented design of the Fastlacko can be easily expressed as the most innovative, efficient and cost-effective tool of it's kind! Between the precision CK machined base and stanchion along with strict engineering and material standards, the FastJacko has been laboratory tested to provide 2,359 pounds of strength using only a single lag bolt (included)! Four Sizes Available! 3" High Part# F1-300-18 For low profile installations using 0ofeyo flashings (for composition shingle roof -tops) 4-1/2" High Part# FJ -450-18 For installations using standard flashings (for composition & flat rooftops) 6" High Part# FJ -600-18 For standard flashings (for flat file rooftops) 7-1/2" High Part# FJ -750-18 For standard flashings (sized for S-(urve tile roofs and/or double flashed installations) The Fast Jarko design is covered under Pat. #6,360,491 Using lea. 5/16" x 3.1/2" Lag Bch Laboratory Tested 2,359 lbs Vertical Pullout! 808 lbs iide Axial Pullouts Fastlacko FJ -300-18 For Oateyo style flashings FastJacko FJ -450-18 For standard height floshings USED FOR MOUNTING: Commercial FastJacko also available (rated at 4,250 lbs.) • Photovoltaic Sr r • trr 'r Benefits of the FastJacko Easy installation of flashings on 3/6" x 3/4"3/6" ss • (ommunication EquipmentRemovable post makes installation on existing SS Hex Bolt—jb-p Fla Washer • Virtually anything needing roofs/retrofit quick and easy (refer to the illustration existing roof -tops /%a/r to the right) See reverse for installation theory • Patented design locates the lag bolt directly under the stanchion providing superior strength values • Fast & easy to install - saves time and labor costs • Precision machined from extruded aluminum, there are no welds to corrode or break • Significantly lighter than steel for installer convenience and reduced shipping costs. • Integrated drill guide insures perfect pilot holes every time - minimizes the possibility of splitting roof rafters • Base design allows virtually any roof flashing to install flat on the roof deck Email us for more information prosolar@,Prosolar. com Standard & Oateyo Flashings slip over the base and under the delicate shingle % f The post can be installed through / the top of the flashing 5116" x 3-112" 1� \ SS Lag Bolt > ` Threaded Fast Jack Base r FASTJACK_Iayout3.indd 1 4120/06 3:39:19 PM 1; Ell, * 0 3 Fast ® Bulk packaging means easier stocking abilities,.less packaging waste and quicker, more convenient ack installation. Everything in the photo below is shipped in a recloseable box for storage of extra parts. Easy Installation: The Fast lack© is available in' four convenient sizes. All sizes are packaged in quantities of 18 per box: 18 1" Round Posts (3", 4-1/2", 6" or 7-1/2" tall) 18 Threaded bases 18 3/8" x 3/4" SS Hex Bolts 18 3/8" SS Flat washers 18 - 5/16" x 3" SS Lag bolts 18 - 5/16" SS Flat Washers © Professional Solar Produch, Inc. March 1006. FASTJACK_layouq.indd 2 420/06 3:39:23 PM 0's11 January 13, 2014 %, "NNE7y UniRac 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545*; ENO.S3878 TEL: (505) 242-6411 C FAX: (0) 242-6412 Tq'FOF cA Attn.: Engineering Department, Re: Engineering Certification for UniRac's SolarMount Code -Compliant Installation Manual 227.3 PZSE, Inc. -Structural Engineers has reviewed UniRac's "SolarMount Code -Compliant Installation Manual 227.3" published January 2014 and specifically "Part I. Procedure to Determine the Design Wind Load", and "Part II: Procedure to Select Rail Span and Rail Type". The procedures are used to determine the calculation of the design wind force, load combinations, applied loading and rail selection. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. Minimum Design Loads for Buildings and other Structures, ASCE/SEI 7-05 and ASCE/SEI 7-10 2. 2012 International Building Code, by International Code Council, Inc. 3. 2013 California Building Code, by California Building Standards Commission 4. 2010 Aluminum Design Manual, by The Aluminum Association This letter certifies that the structural calculations contained within UniRac's "SolarMount Code -Compliant Installation Manual 227.3 are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. Sincerely, Paul Zacher, SE - President 813TSunset Avenue, Suh 120 + Fdif. Oaks, 0 95628 916.961.3960 916.961.3965f WWWRSUOM SO LA R-"-- IIIJ IVT PV's most versatile mbunt ng system Google Campus, California © 2007, courtesy of EI Solutions Inc. SolarMount is the most ve'rsatile:PV mouriting rail system on the market today. We've engineered installer -friendly components for..maxirrium flexibility, allowing you to solve virtually any -PV mounting challenge. . The universal SolarMount rail system has three options 1whichcan be assembled . into a wide variety of PV mounting structures to'-accorhmodate'anyjo'b .site Unirac provides a technical support system complete with installation a.nd.;code compliance documentation, an on-line estimator and.design assistance to help you solve the toughest challenges. ■,E■ U- N"I Bright Thinking in Solar Visit us online at www.unirac.com SOLARMOUNT° RAIL OPTIONS ATTACHMENT OPTIONS KEY BENEFITS PV's most versatile mounting system Flexible Components Speed Installation of SolarMount® Rail SolarMount® HD HD (heavy duty) rail adds the SolarMount advantage to PV PoleTops•, U-LAs (see separate data sheets), and custom applications that require long spans. Standoffs Use standoffs whenever flashed installations are required, on tile roofs, for example. Two- _ piece aluminum standoff allow precise place- ment of a flashing over a secured base prior to the ` installation of the standoff itself. •t n�` All standoff types come in four standard heights: 3, q, 6, and 7 inches. Appropriate Flashings are available. Serrated L -feet Standard for ground mount installations on residential and commercial rooftops ,use L -feet alone above asphalt composition shingles or in conjunction with flat top standoffs. Mount standard or light rails. Configure to either of z two rail heights, one promoting air flow for cooling, the other offering close -to -the -roof aesthetics Strut -in -Tube Style Legs Quickly set the precise tilt angle required. Styles �+ s ^5 '4 t are available for high profile (1 or z legs per rail) and low profile installations. E 'Lf:... - ...'�jj .__—..-----�-• Each series offer three leg lengths so that you can adjust to exactly the tilt angle you want— . up to a maximum of 6o degrees—without cutting and drilling at the job site. Standard SolarMount' Standard rail gives you ultimate flexibility, including The FastFo "' bottom mounting and tilt -up options: The technology by attachment features Eco -Fasten MODULE MOUNTING technology by the Alpine Snow Guard Company, allowing attachments to metal, concrete and Assembly Sequence IS Your Choice wood decks without compromising the integrity of the roof. Top Mounting Clamps Bottom Mounting Clips Ideal for flush mount applica- . ,.- Use bottom mounting clips Tile Hook tions, such as residential rooftops, - (standard and HD rail only) Made from cast aluminum, the tile hook _ where it is most convenient towhenever you prefer to attachment provides SolarMount with a secure footings and rails before Preassemble the array usin gcost-effective solution for barrel or Spanish installing modules, top mounting module mounting holes. file roofs. All required lag bolts and hardware clamps securely grip any point of Simply fit the clip into its rail the module frame, freeing you slot over the mounting bolt for 1Zr are included. Refer to the file hook engineering from the constraints of module a secure connection. Adjust the `LY data for max load capabilities. mounting holes. clip position anywhere along the rail slot. Maximum flexibility Flush, high-profile or low -profile configurations Roof or ground mount Pitched or flat roof Ease of installation Installer -friendly components Minimized penetration with longer attachment spans than competitive products Designed with customer input Grounding and wire management options Complete technical support Installation and code compliance documentation Online estimator Person-to-person customer service Core component for Unirac mounting solutions Three rail options to accommodate any job site Incorporated into other major product lines ::�UNIRAC Bright Thinking in Solar tri M'Thioki-ngidiarn S g Ground Mounted Roof Mounted Open Structure Google Campus, California Solution Solution Solution ©2007, courtesy of El Solutions Inc. Component Specifications. Code:Compliant 6o6i-T6 and 6063-T5 The SolarMount® system is PE certified. SolarMount ballast frame Call Unira,c for documentation' pplicable 6105-T5 aluminum extrusion to,your, building code SolarMount® rails Warranty Mounting clips and clamps Tilt Legs and L -feet SolarMount® is covered by a,lo=year'limitecl Two-piece standoffs. product Warranty.and a 5-yearlimited finish warranty. Severe Condition 4 (very severe) zinc..plated welded steel For corfi lete warranties, download any One-piece standoffs SolarMou'rit® installationmanual from 18-8 stainless steel our website. Fasteners noun U noun Bright Thinkingim5olar. Visitus online.at www.unirac.com m Now U N I RAC A HILTI GROUP COMPANY SolarMount Technical Datasheet Pub 110818 -ltd V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot........................................................................................................................... 3 SolarMountBeams..........................................................................................................4 SolarMount Module Connection Hardware BE SolarMount Bottom Up Module Clip Part No. 302000C = u 1 ' �. i I � 24 i I -M ►X Dimensions specified in inches unless noted • Bottom Up Clip material: One of the following extruded aluminum alloys: 6005-T5; 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear Anodized • Bottom Up Clip weight: —0.031 lbs (14g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized UNIRAC documents • Assemble with one %"-20 ASTM F593 bolt, one %"-20 ASTM F594 serrated flange nut, and one 1/4' flat washer • Use anti -seize and tighten to 10 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third - party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Direction Average Ultimate Ibs (N) Allowable Load lbs (N) Safety Factor, FS Design Load Ibs (N) Resistance Factor, 4) Tension, Y+ 1566 (6967) 686 (3052) 2.28 1038 (4615) 0.662 Transverse, X± 1128 (5019) 329 (1463) 3.43 497 (2213) 0.441 Sliding, Z± 66 (292) 1 27 (119) 1 2.44 41(181)-1 0.619 SolarMount.Mid Clamp. Part No. 302101C,302101D,302103C,302104D, 302105D,302106D O■®UN IBRO,_ C A HILTI GROUP COMPANY :Mid clamp mater`ial::One of the following extruded aluminum • alloys, 6005-T5 6105wT5,6061-T6 `.. Ultimate"tensile::38ksi, Yield:.35 ksi .Finish: Clear or Dark`Anodize,d, M d'clamp weight -'0.050 lbs (23g) Allowable and'desigmloads are valid when components are assembled according to authorized UNIRAC documents .:;Values Represent the allowable and design load capacity of.a single ,mid clamp assembly -when used with a SolarMount series beam to retain a module in.thedirection indicated* Assemble.mid clamp with one Unirac'/"-20 T -bolt and one'/4'-20 ASTM F594 serrated flange nut. • Use anti=seize and Ughten to.10`ftIlls of torque Resistance"factors and safetyfactors are determined according to part !:'section 0-6f the' 2005 Aluminum Design Manual and third party'test results from an an IAS accredited laboratory Applied Load Direction Average Allowable' Ultimate Load lbs (N) -.16s(N) Safety Factor, FSIbs !p Resistance Factor,. m. Tension, Y+ : , 2020 (8987) -.891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z±' J '229 (1017):,- 2.27 346 (1539) 0.665 ding, X± _ 1194 (5312) 40P(21179) 1 O■®UN IBRO,_ C A HILTI GROUP COMPANY :Mid clamp mater`ial::One of the following extruded aluminum • alloys, 6005-T5 6105wT5,6061-T6 `.. Ultimate"tensile::38ksi, Yield:.35 ksi .Finish: Clear or Dark`Anodize,d, M d'clamp weight -'0.050 lbs (23g) Allowable and'desigmloads are valid when components are assembled according to authorized UNIRAC documents .:;Values Represent the allowable and design load capacity of.a single ,mid clamp assembly -when used with a SolarMount series beam to retain a module in.thedirection indicated* Assemble.mid clamp with one Unirac'/"-20 T -bolt and one'/4'-20 ASTM F594 serrated flange nut. • Use anti=seize and Ughten to.10`ftIlls of torque Resistance"factors and safetyfactors are determined according to part !:'section 0-6f the' 2005 Aluminum Design Manual and third party'test results from an an IAS accredited laboratory Applied Load Direction Average Allowable' Ultimate Load lbs (N) -.16s(N) Safety Factor, FSIbs Design Load (N) Resistance Factor,. m. Tension, Y+ : , 2020 (8987) -.891 (3963) 2.27 1348 (5994) 0.667 Transverse, Z±' 520,(2313) '229 (1017):,- 2.27 346 (1539) 0.665 ding, X± _ 1194 (5312) 40P(21179) 1 2.44. 1 741; (-3295)1 0.620 :...................................................._._.......__......:_...................:..__...._:.. . Y 1 Sli ►X Dimensions specified in inches unless noted.. , SolarMount End Clamp Part No. 302001C, 302002C, 302002D, 302003C, 302003.D,302004C,302004D,,302005C,'3,02005D;. 302006C, 302006D, 302007D, 302008C, 302008D, 302009C,302009D,302010C,302011C,302012C .-..,, r' A .. .. _ VARIES Wrtm Wit~ Dimensions specified=l incheses • End clamp material -.,One of the following extruded aluminum alloys: 6005-T5,' 6105=T5, :6061-T6 Ultimate terisile:,.381Ksi;�.Yield: 35 ks •. Finish: Clear or Dark Anodized Eii lai mp weight::varies based on height: —0.058 lbs (26g) I • Allowable and, designloads are valid when components are assembled according to authorized UNIRAC documents. • Values:re,present.the allowable and design load capacity of a single, end clamp assembly when used with a SolarMount series beam to re6in a module"in the'direction indicated- Asseriible'with one Unirac'%"-20 T bolt and one'/4'-20 ASTM F594 serrated flange nut • Use anti -seize and ti ghten ' to, 10 ft -lbs of torque R4ist0nc6J6ctors and safety factors are, determined according to Part 1 'section 9 oflhe 2005 Aluminum Design Manual and third - party -test results from an AS accredited laboratory Modules must be installed at least'l :5 in from either end of a beam 'Applied Load Average Allowable Safety Design Resistance Direction ) Ultimate . oad Factor, Loads Factor, . lbs (N) ibs. (N) FS lbs (N) m Tension, Y+ 1321(5876) 529 (2352). 2.50 800 (3557) 0.605 Transverse, Z±. 63 (279) 14 (61.) 4.58 21 (92) 0.330 Sliding,:X± 142.(630) 52 (231) :, 2.72 79 (349) SolarMount Beam Connection Hardware SolarMount L -Foot Part No. 304000C, 304000D Dimensions specified in inches unless noted :::UNIRAC A HILTI GROUP COMPANY • L -Foot material: One of the following extruded aluminum alloys: 6005- T5, 6105-T5, 6061-T6 • Ultimate tensile: 38ksi, Yield: 35 ksi • Finish: Clear or Dark Anodized. • L -Foot weight: varies based on height: —0.215 lbs (98g) • Allowable and design loads are valid when components are assembled with SolarMount series beams according to authorized Solt UNIRAC documents L -Foot For the beam to L -Foot connection: • Assemble with one ASTM F593 W-16 hex head screw and one ASTM F594 Wserrated flange nut • Use anti -seize and tighten to 30 ft -lbs of torque • Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third -party test results from an IAS accredited laboratory NOTE: Loads are given for the L -Foot to beam connection only; be sure to check load limits for standoff, lag screw, or other attachment method Applied Load Direction Average. Ultimate lbs (N) Safety Allowable Load Factor, lbs (N) FS Design Load lbs (N) Resistance Factor, m Sliding, Z± 1766 (7856) 755 (3356) 2.34 1141 (5077) 0.646 Tension, Y+ 1859 (8269) 707 (3144) 2.63 1069 (4755) 0.575 Compression, Y- 3258 (14492) 1325 (5893) 2.46 2004 (891.3) 0.615 Traverse, X± 486 (2162) 213 (949) 2.28 323 (1436) 0.664 D SolarMount Beams Part No. 310132C, 310132C-i3,'310168C, 310168C-9, 310168D 310208C, 310208C -B; 310240C, 310240C -B, 310240D, 410144M, 410168M, 410204M, 410240M ;:�UNIRAC r'. A HILTI GROUP COMPANY Properties 5 Units SolarMount SolarMount HD Beam.Height in"•• ' 2:5 3.0 Approximate Weight (per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus (X -Axis) ,'°;. in 0.353 0.898 Section Modulus (Y Axis) ';. ; in 0.113 0.221. Moment of Inertia (X -Axis) 1.450 Moment of Inertia (Y -Axis) in 0 044 0.267 Radius of Gyration (X -Axis) in 4 '0:289 1.170 Radius of Gyration (Y -Axis) in 0.254. 0.502 SLOT FOR T -BOLT. OR V4" HEX HEAD SCREW 2X SLOT FOR BO SLOT FOR T -BOLT OR 1'728 1/4" HEX HEAD SCREW SLOT FOR TTOM CLIP 2.500 ' BOTTOM CLIP . 3.000 1 j; 1.316 SLOT FOR -T W.O . HEX BOLT SLOT FOR 1.385 3� HEX BOLT .387 .750 Y Y1.875-- L, X L, X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted a ke Advancing Renewable Technology ACCAcme Cable Clips ACME Cable Clips simplify wire management and create a cleaner aesthetic to solar PV arrays. The clips are made of corrosion resistant stainless steel and are designed to prevent damage to cable insu- lation. The easy to install and remove design only requires a flat head screwdriver and can be reused, unlike zip ties. The universal design fits most modules and can hold one or two wires. • Made with corrosion resistant 300 series stainless steel • Dual wire compartments • Special tab for easy installation and removal with flat -head screwdriver • Designed to prevent damage to cable insulation • Sized for USE -2 cable (5-5.4mm) or PV cable (6.8-7.2mm) ACC Holds: 1 to 2 USE -2 wires or 1 PV wire DC Power Systems (800) 967-6917 www.dcpower-systems.com ACC- PV Holds: 1 to 2 PV wires Contact us at: 845.247.4708 www.we-lic.com so RMOUNT Top Mounting UniRac Grounding Clips and WEEBLugs - 225.6 UGC -1 Conforms to UL Standard 467 Figure 26. Slide UGC -1 grounding clip into top mounting slot of rail. Torque modules,in place on top of clip. Nibs will penetrate rail anod- ization and create grounding path through rail (see Fig. 3, reverse side). Figure 28. UGC -1 layout for even and odd number of modules in row. "7f" denotes places to install UGC -1. Even Number of Modules in row uaa numoer ofinoaufes to row dl'MOUnI® rail !. (any tyP4 ® Pub 110617-2cc women June 2011 wowo U N I RAC m 2011 by Unirac, Inc. A HILTI GROUP COMPANY All rights reserved. O U N I RAC Installation Sheet 225.6 Unirac Grounding Clips and WEEBLugs {. 1 10 year limited Product Warranty See http://www.unirac.com for current warranty documents and information. Soligentl YOUR UNIRAC DISTRIBUTOR SOIIGENT 800-967-6917 www.soligent.net U N I RAC 1411 Broadway Boulevard NE SE Albuquerque NM 87102-1545 USA P., 2 WEEP LUG The WEEB® Lug consists of a WEEB® washer, lay -in lug, and.hardware'it is used with one solid or stranded copper wire (14AWG to 6AWG), or two. copper wires (12AWG to.10AWG),'to p oxide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay'inklugs, ''the WEEB® Lug does ;not require surface preparation on rail or module to install: The WEEB® Lug is'installed using'stainless steel mounting hardware. When the hardware is tightened the WEEB�nrashers' specialized teeth embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tightelectrical connection.'f4e tin-plated Lug assures minimum contact resistance and protection against corrosion: Copper;wire is clamped by a_1/4-28 stainless steel screw, which is horizontal to the tangfor easy access when mounu ted. nder a PV module: The low profile of the WEEB® Lug allows it to be installed in a variety of positions. Catalog Item # L x W x H Hole HartlemilliTorq WEEB-LUG-6.7 30620109, 1:60" x'0.71" x 0.47° i 1/4'inchhardware = 0.266" included unassembled WEEB-LUG-6.7AS 30620110 1.60" x 0.71" x 0.47" -1/4 inch hardwa"re - included assembled 7 ft. lbs. for WEEB-LUG-8.0 30020111 1.60"'x 0.87" x 0.47".. " "' M8'or 5/16 inch hardware - terminal screw not included 10 ft. lbs: for mounting WEEB-LUG-8.OAS 50010335 1.60" x 0.87"x 0.47" 5/16 inch hardware - _ 0.323" included assembled hardware w/ Penetrox-A WEER-LUG-8.13UN 50023920, 1.60"x 0.87" x 0.47" 5/16 inch hardware = included unassembled on threads WEEB-LUG-15.8 30020112. ,1.60" x 0.71" x 0.47" , M8 or 5/16 inch hardware - not included Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-800-346-4175 1-603-647-5299 (International) www.burndy.com • Made of corrosion-resistant,Jin-plate copper • Design ensures for easy installation • Available - With WEEB® washer technology -Assembled and unassembled - With or without installation hardware • Low profile design • No surface,preperation on rail or, module required • Reliability throughout the lifetime of the PV system • Multiple equipment ground conductor allowance: One 14`AWG to 6 AWG or two 10 AWG, two 12 AWG • Listed,to ANSI/UL 467 by Intertek ETL • CSA'Certified to C22.2 No. 41 • Custom'des gns available upon request S C( tous U Int ertek 4004.188 WILEY GROUNDING"LUG The WILEY Grounding Lug consists of a lay -in lug and terminal screw. It is used with one solid or stranded copper wire (14AWG to 6AWG), or two copper wires (12AWG to 10AWG) to create an electrical connection between two pieces of non -anodized aluminum, galvanized steel, or any electrically conductive metal. The tin- plated WILEY Grounding Lug assures minimum contact resistance and protection against corrosion. Copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WILEY Grounding Lug allows it to be installed in a variety of positions. Catalog Item # L x W x H Hole Hardware Torque WILEYLUG6.7 50028861 1.60" x 0.71" x 0.47" 0.266" Terminal screw included - 7 ft. lbs. for WEEBTm not included terminal screw WILEYLUG8.0 50028866 1.60" x 0.87" x 0.47" Terminal screw included - 0.323" WEEBTm not included 10 ft. lbs. for mounting WILEYLUG8.2 50028869 1.60" x 0.71" x 0.47"Terminal screw included - WEEBTm not included hardware w/ Penetrox-A on threads WILEYLUG15.8 50028872 1.60" x 0.71" x 0.47" Terminal screw included - WEEBTm not included Customer Service Department 7 Aviation Park Drive Londonderry NH 03053 1-800-346-4175 1-603-647-5299 (International) www.burndy.com • Material: tin-plated copper • Outdoor rated • Low profile design • Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG • Listed to ANSI/UL 467 by Intertek ETL a �o c us CI$7E� Intertek 4004188 Technical Characteristics Number of Poles :. 2 -Pole Terminal Type :Lugs Type of Duty General Duty; . Maximum Voltage Rating , 240VAC Wire Size #10 to #2 AWG(AI) -414 t042,AWG(Cu) Action -Single Throw•':' Ampere Rating 60A' Approvals UL Listed .File Nur6ber'E2675 Enclosure Rating NEMk3R Enclosure Type Rainproof and Sleet/Ice proof (Indoor/Outdoor) Factory Installed Neutral Na. Disconnect Type Non -Fusible . . Mounting Type Surface Shipping and Ordering ..: Category 00106- Safety Switch, General Duty,,W - 200'Amp, NEMA3R ' Discount Schedule DE1A GTIN 00785901491491,. Package Quantity 1 Weight .. 4.71bs. ,t ; AvailabilityCodeStock Item; This"item is normally stocked in our distribution facility. Returnability Y'.:. Country of Origin MX As standards, specifications, and designs change from time,to time, please ask for confirmation of the information given in this document Generated: 11/17/2011 17:11:35 - O 2011 Schneider Electric. All rights reserved. Sch` 'Electric sw.r t.e.t1 amrtaea2 swr L•etl0 t � - 7amflelEmrgy Elecbkal Shock Hazard rce DisconnectDONOTTOUCHTERMINALS' erminals on both Line end Loadsides is avercurtentyr,,,maybeenergizedIn the open position.devke. aw W..m.wae 14210 021 5.905 S,Bag A F- X 21 a 1 �• I I I I I I I I I I I I I L ----J MBE2040PV20OBTS (Surface Mount) 0 2M lu,nD DUS Catalog Number. MBE2040PV20OBTF (Flush) MBE2040PV20OBTS (Surface) -NEMA 3R Enclosure -EUSERC with Ring Type Meter Cover -225A Rated Socket (200A Continuous)(Copper) -4 Jaw Socket -225A Rated Distribution Bus (Copper) -200A Main Breaker, 22 kAIC -70A Max Solar -Available in Flush Mount or Surface Mount -Top or Bottom Feed Applications MBE2040PV20OBTF -- (Flush Mount) _. D = 96-6730 t ALL C NSTRUCTION SHALL COMPLY WITH THE 2013 2013E ECTRICAL CODE BASED ON THE 2011 NATIOP . , SANTA ROSA CT FRONIUS 10000 WATT INVERTER FRONIUS IG PLUS ADVANCED 10.0-1 120/240 VOLT LOCATED INSIDE GARAGE MOUNT WITH 1/2"-P1.000 UNISTRUT \ 60 AMP AC DISCONNECT SQUARE -D #DU222RB 110/240 VOLT LOCATED INSIDE GARAGE 60 AMP AC DISCONNECT SQUARE -D #DU222RB 120/240 VOLT LOCATED NEXT TO MAIN PANEL EXISTING METER# 164SR-136211 PROPOSED BI-DIRECTIONAL METER - UPGRADE EXISTING 200 AMP MAIN SERVFC r PANEL WITH 225 AMP EATON PANEL #MBE2040PV200BTF 120/240 VOLT, 10, 3W 22K AIC LOCATED ON SOUTHWEST EXTERIOR WALL N WE S SCALE: 1 " = 20' -IFORNIA RESIDENTIAL CODE, ELECTRICAL CODE. - STRING #1 STRING #2 a- STRING #3 \ -STRING #4 STRING #5 \ �� P� Y� /N� Q \ 0 0. \ SOLAR MODULES POOL �o BACKYARD _ PROPERTY LINE SOLAR SYSTEM SIZE: 11.445 kW DC CEC AC SYSTEM SIZE: 10.074 kW AC CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE NOTES: 1. THIS IS A 11.445 KW SOLAR ELECTRIC SYSTEM USING (35) SUNPOWER SPR -E20-327 (327 WATT) PHOTOVOLTAIC MODULES. 2. THIS SYSTEM IS GRID-INTERTIED VIA UL -LISTED POWER CONDITIONING INVERTER: (1) FRONIUS IG PLUS ADVANCED 10.0-1, 240 VOLT 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.68 LB/SQ FT. ROOF IS FLAT CONCRETE TILE AT 18 PITCH�(AVG T 8°). 5. THE SYSTEMS SQUARE FOOTAGE IS 635 FT (17% OF TOTAL ROOF 'AREA). STRINGS 1-3 HAVE AN AZIMUTH OF 245° AND STRINGS 4-5 OF 165° (A 229°). 6. MODULES ARE 0 DEGREES. TILT ABOVE ROOF SLOPE, NOT TO EXCEED 18" ABOVE ROOF SURFACE. 7. BUILDING IS A ONE STORY DWELLING. 8. LAG SCREWS ARE 5/16" X 4" AT 72" O.C. MAX, WITH 2:5" INTO FRAMING. 9. MODULES WILL BE SECURED TO ROOFTOP USING PROSOLAR FASTJACK ATTACHMENTS WITH UNIRAC SUPPORT RAILS. 10. ATTACHMENTS WILL BE DOUBLE -FLASHED. 11. DESIGNED FOR BASIC WIND SPEED OF 125 -MPH PROSOLAR CALCULATIONS, ------------ SEE SPECS. 12. VISIBLE EXPOSED CONDUIT SHALL BE PAINTED TO MATCH. 13. MODULE DIMENSIONS ARE.41.2" X 61.4" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD INSPECTION BY THE CITY. 15. PROPER CLEARANCES SHALL BE IN ACCORDANCE WITH CAL FIRE GUIDELINES. NIL PV Instellafwn Company ' • �_ Renova.Energy Corp. ,'i California -2012 CV' N M aC 0 0�-5 V a�irnMT, �?�(O�U t` LU N C o � cao Eve f Q: �� o� U� NIL PV Instellafwn Company ' • �_ Renova.Energy Corp. ,'i California -2012 Drawn By: CESAR LOPEZ Date Drawn: 02/23/2015 Revision No. 0 Sheet No. � S.1 CV' 0 t` cvo. f Q: UM Q 04 U W N 0 Q U LLQ Z Q Q . W;I Z Q . fir. m E. _ , 00 C1 5 CD a` Drawn By: CESAR LOPEZ Date Drawn: 02/23/2015 Revision No. 0 Sheet No. � S.1 . WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOU( TERMINALS. TERMINALS ON BOTH THE LII AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. OPERATING CURRENT: 29.9 Amps OPERATING VOLTAGE: 312.4 Volts MAXIMUM VOLTAGE: 481.5 Volts ,SHORT-CIRCUIT CURRENT: 32.3 Amps NOTE: MOUNT ON DC DISCONNECT OF FRONIUS INVERTER T' THIS PANEL IS FED BY TWO SOURCES: UTILITY AND SOLAR PHOTOVOLTAIC NOTE: MOUNT ON MAIN SERVICE PANEL COVER BACKGROUND "RED" AN D "WHITE" LETTERING. WARNING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LIN AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. MAX AC OPERATING CURRENT: 41.7 Amps OPERATING AC VOLTAGE: 240 Volts NOTE: MOUNT ON AC DISCONNECTS BACKGROUND T. ru "RED" AND. BUS: 225 A WARNING: 0 "WHITE" LOCATION: EXTERIOR SOUTHWEST WALL ELECTRIC SHOCK HAZARD LETTERING. IF A GROUND FAULT IS INDICATED, THE NORMALLY GROUNDED CONDUCTORS ' . WARNING: THIS FACILITY IS EQUIPPED WITH A PHOTOVOLTAIC . GENERATOR LOCATED ON THE ROOF AS SHOWN. THE SYSTEM MAY BE DISCONNECTED FROM THE FACILITY PER THE AC DISCONNECT AS SHOWN. SITE PLAN .10kW INVERTER (INSIDE GARAGE) 60.A AC DISCONNECT (INSIDE GARAGE) 66A AC DISCONNECT '(SOUTHWEST WALL) 225A MAIN PANEL (SOUTHWEST WALL) NOTE: MOUNT ON SERVICE PANEL MATERIALS (35) SUNPOWER 327 WATT PHOTOVOLTAIC MODULES #8PR-E20-327 (1) FRONIUS IG PLUS ADVANCED 10.0-1 - 9,995 W; 240 VOLT (2) SQUARE -D AC DISCONNECT, 60A NON -FUSIBLE, 2 -POLE #DU222RB (1) EATON SOLAR READY PANEL, 225A, 2 -POLE, 240 VOLT #MBE2040PV200BTF SOLAR PRODUCTION SUMMARY GROSS NAMEPLATE RATING (35 x 327/1000) 11.445 kW CEC-AC SYSTEM SIZE 10.074 kW cw N: NON -CONTINUOUS. ru BUS: 225 A Qo 0 LOCATION: EXTERIOR SOUTHWEST WALL 0 ca C14 M•� c" O NUJ CLu cc 2 a) >_ 0 p K: KITCHEN c7 E"IM` MAIN: PANEL SCHEDULE . AIC RATING:, 24000 LO o LL" VA LOAD U S MAY BE UNGROUNDED AND ENERGIZED. NOTE: MOUNT ON INVERTER NOTES+ SOLAR PRODUCTION STATS. SCALE: 2 P.V.-PLAN SCALE: N/A N/A 3„ ty PV Installation CompariY, WARNING. : � Re o a1Energy Corp`�y's INVERTER OUTPUT CONNECTION DO NOT RELOCATE :THIS OVERCURRENT DEVICE. NOTE: MOUNT ON MAIN SERVICE PANEL AT SOLAR BREAKER 3" PHOTOVOLTAIC:DISCONNECT -FOR UTILITY. OPERATIONS NOTE: MOUNT ON DISCONNECTS" 3„ THE MAIN SERVICE BREAKEWHAS BEEN DOWN -SIZED TO 200 AMPS. T NO UP-SIZING IS PERMITTED NOTE: MOUNT ON MAIN BREAKER PANEL: MAIN PANELVOLTAGE: 240/120 1P,3W CIRCUIT CODE:: N: NON -CONTINUOUS. BUS: 225 A L: LONG -CONTINUOUS LOCATION: EXTERIOR SOUTHWEST WALL R: DEMANDABLE RECEPTACLES MOUNTING: SEMI -FLUSH K: KITCHEN . 'ALL PLACARDS.SHALL BE RED WITH WHITE LETTERING . MAIN: PANEL SCHEDULE . AIC RATING:, 24000 SN A E . d T LL" VA LOAD TYPE' C.B. BUS . C:B: TYPE' Q VA LOAD U LOAD DESCRIPTION 0 p LOAD DESCRIPTION N/A .. A B. U N R L TIR P A$ TR P: L R N U A. •. B U. 1 4997.5 .' INVERTER L 601 60 12' ,x L E U 2 3 4997.5 INVERTER L - -7 x- L _ 4 4997:5 4997.5: PHASE: TOTALS 4. THE GROUNDING ELECTRODE CONDUCTOR' SHALL BE #8 AWG COPPER GROUND WIRE * WIND. LOAD: BASIC WIND SPEED (3 -SECOND GUSTf'125 MPH) 5 PHASE TOTALS ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE -D & GE. AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. ' WIND EXPOSURE C :.. PHASE TOTALS A+B GONNECTED:VA (CODEN): 5. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. *CONDUIT SUPPORT BY COOPER/BEELINE OR CADDY (L TQlA142"As" '460i 5 'VISIBLE AND ACCESSIBLE . CONNECTED VA CODE L): , 9995 T A 99 (� Q�'� 5 CONNECTED VA (CODER): * SERIES SOLAR CIRCUITS SHALL BE FUSED AT 15 AMPS DC. MARKING INTO RAFTERS. i CESAR LOPEZ * ALL EQUIPMENT SHALL BE LABELED. CONNECTED VA (CODE K): BUILDING:&.SAFETY DEPT. * ADD COMBINER / JUNCTION BOXES AS NEEDED. RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER BOXES. AND DISCONNECTS. (CRC R331.2) TOTAL CONNECTED KVA: 10.0 *AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. APPROVE".. O cE E JOKE ql �� s� 02/23/2015 DEMAND KVA THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE FOR CONSTRUCTION . :. INTO SUNPOWER INVERTERS. TOTAL ADJUSTED KVA: 10.0 Revision No. *MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB *THE MARKING CONTENT. SHALL CONTAIN THE WORDS:"1NARNING;.PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2) TOTAL PANEL,AMPS: 41.7. . 141.7 LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS. *THE MAIN SERVICE MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE -DISCONNECT IN A LOCATION AMPS W/L CL �Ca�fornia 2012 Norm A h d n Bwd:cf NABCEP N ti 00 Q. < >. U M. Q. CV U c14. �r� E.1 U . 'ALL PLACARDS.SHALL BE RED WITH WHITE LETTERING . MAIN: PANEL SCHEDULE . SN A E . d T LL" PROJECT, SIGNAGE SCALE: 3 NOTES, .. ..(n Q Z N/A .. 1 THE PV SOURCE CIRCUIT IS BONDED TO EARTH GROUND N MAIN SERVICE CE PAN I EL. Q M 2 WIRE'AND SIZES ARE AS INDICATED OR LARGER.' E U CIO SAFEGUARDSSUPPOR 3 ALL EQUIPMENT IS BONDED BY MECHANICAL MEANS OR BY A GROUNDING CONDUCTOR. SYSTEM T _ 77 Q ..*SOLAR BREAKER SHALL:BE LISTED FOR USE.IN EXISTING MAIN PANEL. 4. THE GROUNDING ELECTRODE CONDUCTOR' SHALL BE #8 AWG COPPER GROUND WIRE * WIND. LOAD: BASIC WIND SPEED (3 -SECOND GUSTf'125 MPH) 5 _ 00 .. J ACCEPTED BREAKER REPLACEMENTS ARE EATON, SQUARE -D & GE. AND BONDED TO THE EXISTING GROUNDING ELECTRODE SYSTEM. ' WIND EXPOSURE C o ' ALL JUNCTION BOXES SHALL BE NEMA OUTDOOR/RAINTIGHT RATED. 5. CHANGES TO DESIGN NEED PRIOR ENGINEER APPROVAL. *CONDUIT SUPPORT BY COOPER/BEELINE OR CADDY (L * WILEY CABLE CLIPS SHALL BE USED. 'VISIBLE AND ACCESSIBLE . Drawn By: * ALL EMT SHALL USE OUTDOOR RAINTIGHT COMPRESSION. FITTINGS. * SOLARMOUNT RACKING SYSTEM, LAG BOLTED DIRECTLY * SERIES SOLAR CIRCUITS SHALL BE FUSED AT 15 AMPS DC. MARKING INTO RAFTERS. CESAR LOPEZ * ALL EQUIPMENT SHALL BE LABELED. 'MARKING IS REQUIRED ON INTERIOR AND EXTERIOR DIRECT CURRECT (DC) CONDUIT, ENCLOSURES, * ADD COMBINER / JUNCTION BOXES AS NEEDED. RACEWAYS, CABLE ASSEMBLIES, JUNCTION BOXES, COMBINER BOXES. AND DISCONNECTS. (CRC R331.2) QRpFESS/ py Date Dravvn: *AN INTERNAL BLOCKING DIODE IS PROVIDED IN EACH MODULE. 'THE MATERIAL USED FOR MARKING SHALL BE REFLECTIVE, WEATHER RESISTANT AND, SUITABLE FOR O cE E JOKE ql �� s� 02/23/2015 *GROUND FAULT PROTECTION DEVICE IS INTERNALLY BUILT THE ENVIRONMENT. MARKING AS REQUIRED IN SECTIONS R 331.2.2 THROUGH R331.2.4 SHALL HAVE INTO SUNPOWER INVERTERS. LETTERS CAPITALIZED WITH A MINIMUM HEIGHT OF 3/8" WHITE ON RED BACKGROUND. (CRC R331.2.1) mo Revision No. *MODULE GROUNDING SHALL BE MADE WITH ILSCO GBL-4DB *THE MARKING CONTENT. SHALL CONTAIN THE WORDS:"1NARNING;.PHOTOVOLTAIC POWER SOURCE" (CRC R331.2.2) NO. 16600 z LUGS AND #8 SOLID BARE COPPER USING WEEB CONNECTIONS. *THE MAIN SERVICE MARKING SHALL BE PLACED ADJACENT TO THE MAIN SERVICE -DISCONNECT IN A LOCATION * EXP. 6/30/16 * 0 *ALL NEUTRAL TO GROUND CONNECTIONS SHALL OCCUR IN THE MAIN PANEL. CLEARLY VISIBLE FROM THE LOCATION WHERE THE DISCONNECT IS OPERATED. (CRC R311.2.3) s�q� * JUNCTION BOX/ COMBINER BOX ENTRY SHALL USE COMPRESSION FITTINGS. *THE MARKING SHALL BE PLACED ON.INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES AND OF TR1 � Sheet No. CABLE ASSEMBLIES EVERY 10 FEET,`WITHIN 1 FOOT OF TURNS OR BENDS AND WITHIN 1 FOOT ABOVE AND CAL BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, WALLS OR BARRIERS. (CRC R331.2.4) s �r� E.1 UPGRADE EXISTING 200 AMP MAIN SERVICE PANEL WITH 225 AMP EATON MAIN PANEL TO II^ #MBE2040PV200BTF > 0I ¢co o 240/120 VOLT, 2 ELOCATED n=N1 -POLE `�? SOLAR SYSTEM SIZE: 11.445 kW DC ON SOUTHWEST EXTERIOR WALL ,� v c rn SOLAR ARRAY CEC AC SYSTEM SIZE: 10.074 kWAC SERVICE EQUIPMENT IS TOP FED Y�, ] 2'� a M610211 Rte,/ °rn -U ' ID (35) SUNPOWER 327 WATT METER # 1 B4SR-136211 -ECD w`) °'�� `� 2 #6 THWN-2 PHOTOVOLTAIC MODULES (� PROPOSED BI-DIRECTIONAL C m2 > o #SPR -E20-327 ( 1 #6 THWN-2 NEUTRAL METER # o = oo E-0 � PTC RATING: 301.4 WATT DC DISCONNECT 1) #8 THWN-2 EGC 0)7-@ ly (5 STRINGS OF 7 MODULES) FUSED AT 15 AMPS 1 #8 THWN-2 GEC FRONIUS IG PLUS 2 #12 THWN-2 1EXISTING 200A MAIN BREAKER LO 0-c 0 ADVANCED 10.0-1 1 ' EMT RATING TO REMAIN UNC ANGED 1 INVERTER (2) #12 THWN-2 240 V, 2P (1 #12 THWN-2 EGC 0 AMP SOLAR 1� EMT 20AMO SOLAITOR ) BREAK PV -WIRE OR USE -2 MONITOR R 1� N BAR -F* JUNCTION BOX '�- PV Installation LOCATED ON ROOF 60 AMP NON -FUSIBLE 60 AMP NON -FUSIBLE G BAR LOCATED IN Company f2enova Energy Corp . GARAGE 0 AC DISCONNECT AC DISCONNECT (1) #12 THWN-2 EXISTING . :" ca�roo�a-'tolz SQUARE -D #DU222RB SQUARE -D #DU222RB GROUNDING 240V, 2P 240V, 2P (10) #8 THWN-2 —ELECTRODE (1) #8 THWN-2 EGC LOCATED IN GARAGE LOCATED NEXT TO MAIN PANEL 1 1/4" EMT MONITOR/ PV SUPERVISOR INTERNET (2) #6 THWN-2 TO 60 AMP 2 -POLE MAIN PANEL ""°'""p"d" NABC:EP 120 VOLT SOLAR BREAKER AIG ATINU 22,000 AMPERES LOCATED IN GARAGE OF WIRES: (3) THREE #12 THWN-2 NEUTRAL �1NUMBER 1� #6 THWN-2 NEUTRAL SINGLE PHASE ALL WIRING BETWEEN MODULES SHALL BE TYPE USE -2 OR PV -WIRE IF EXPOSED. (1) #8 THWN-2 EGC ALL CONDUIT SHALL BE 1" EMT OR LARGER. (1) #8 THWN-2 GEC (CONNECTED TO GND) P, ALL CONDUIT SHALL BE BONDED. 0 CID ALL CONDUIT SHALL BE SUPPORTED BY RUBBER PYRAMID SUPPORTS. ti co:- STEEL CITY 6"X6"X4" (OR LARGER) OUTDOOR JUNCTION BOXES SHALL BE USED AS NEEDED. EGC = EQUIPMENT GROUNDING CONDUCTOR'OF LA N a GEC =GROUNDING ELECTRODE ALL CONDUIT SHALL HAVE PLASTIC STRAIN RELIEF CONNECTORS TO PROTECT WIRES.PH CONDUCTOR •QUINTA SINGLE LINE DIAGRAM APP R 1 .I- FORCONSTRUC Q v DC CIRCUITS AC CIRCUITS1 O 1,U DATE rn o MODULES TO INVERTER INVERTER TO MAIN PANE Q U .5 STRINGS X 7 MODULES = 35 MODULES MAX OUTPUT = 41.7A X 1.25 [PER NEC 215.2 (A)11 = 52.1.AMPS (60 AMP SOLAR BREAKER) Z MAX VOLTAGE DC = (MODULE Voc + ((25°C - Temp Record Low°C [via www.solarabcs.org]) x T coefV)) X # modules in series AC CONDUIT SHALL BE MOUNTED INSIDE -GARAGE < Z MAX VOLTAGE DC= (64.9 +((25°C - 3°C) x .1766)) X 7 modules in series = 481.5 VOLTS ENGINEERED FOR 90oC TEMP. RATING OF CONDUCTOR & 44°C AMBIENT TEMP. PER SOLARABCS.ORG Q 6.46 AMPS EACH CIRCUIT X.1.56[PER NEC 690.8] = 10.1 AMPS #6 WIRE= 75 AMPS X .82[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 61.5 AMP > 60 AMP ✓E _co DC CIRCUITS FUSED AT 15 AMPS LOCATED INSIDE INVERTER (3) #6.THWN-2 AWG WIRE, (2) #8 THWN-2 GROUND z g DC CONDUIT SHALL BE MOUNTED 1/2" TO 3 1/2" ABOVE ROOFTOP SURFACE. 1" EMT @ 40% FILL PER NEC TABLE CA = (7) #6 THWN-2 WIRES ✓(D t5 oo 'o ENGINEERED FOR 90°C TEMP. RATING OF CONDUCTOR & 44oC AMBIENT TEMP. PER SOLARABCS.ORG a` #8 WIRE = 55 AMPS X .58[PER NEC TABLE 310.15(B)(16) & PER NEC TABLE 690.31(C)] = 31.9 AMPS Drawn By: 31.9 AMPS X .50[CONDUIT FILL PER NEC TABLE 310.15(B)(3)(a)] = 16 AMPS > 15 AMPS ✓ QR°FESS/ pN MAIN PANEL BACKFEED CALCULATION CESAR LOPEZ 5 STRINGS= (10) #8 THWN-2 AWG WIRE, (1) #8 THWN-2 GROUND E JOA, q( s Fy UPGRADE EXISTING 200 AMP MAIN SERVICE PANEL TO 225 AMP oy . 1 1/4" EMT @ 40% FILL PER NEC TABLE CA = (16) #8 THWN-2 WIRES ✓ cou< �' EXISTING 200 AMP MAIN BREAKER RATING TO REMAIN UNCHANGED Date Drawn:. z3 r^ Uj NO. 6600 z 120% OF 224 AMP BUSS: ALLOWABLE BACKFED AMPS [PER NEC 705.12(D)(2)] = 270 AMPS 02/23/2015 * EXP. 6/30/16 * 270 AMP - 200 AMP MAIN BREAKER = 70 TOTAL AMP ALLOWABLE Revision No. ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, slgl �FCTR%c- �y��P 2013 ELECTRICAL CODE BASED ON THE 2011 NATIONAL ELECTRICAL CODE. FOF CA��F° 60 AMP SOLAR BREAKER < 70 AMPS ✓ 0 Sheet No. CALCULATIONS SCALE 2 E.2 � ro TOPVIEW ESS,oN ' ELEVATION A—A di Cl) Q�oF E'4 c, No. C58724 w a of o `r�°R@. N * Exp. 3-31-15 >k �. _ CD U .. J+�qT I V 1 F OF C Al\E� o ��a o www. Loyd W Martin .com Solar Structures Engineering o #2015-758 Structural Only *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE PV.InstaitW . -':Company "Ren ova, Energy.CorIp '< sCALE. 2 " Uffornla ='2012 - ELEVATION-., B-131 NABCE O N ti �. O C 00 r (0 Q . A ° Q o f- Q U m O O ) =N U �' 01 O O 0 W U. *MODULES NOT TO EXCEED 18" ABOVE ROOF SURFACE Q SCALE: 3 ° � zz H 1"=s' ELEVATION C—C Q M m 2 N Z r— g W ao lv CD . a S m Drawn By: FT CESAR LOPEZ Date Drawn: 02/23/201'5 Revision No. U 0° o p Sheet No. *MODULES b *MODULES P 1 NOT TO EXCEED 18" ABOVE ROOF SURFACE NOT TO EXCEED 18" ABOVE ROOF SURFACE • SCALE: 1 SCALE: 4 1"=12 1"=3 PROPERTY TOP VIEW NOTES:m v M c � co 1. THIS IS A 11.445 KW SOLAR ELECTRIC SYSTEM USING (35) SUNPOWER SPR-327NE-WHT-D (327 WATT) PHOTOVOLTAIC MODULES.. C o coup t coEvL 2. THIS SYSTEM IS GRID-INTERTIED. VIA UL -LISTED POWER a o CONDITIONING INVERTER: (1) FRONIUS IG PLUS ADVANCED 10.0-1, 240 VOLT U 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.68 LB/SQ FT. ROOF IS SPANISH TILE AT 18° PITCH (AVG 18°). 5. THE SYSTEMS SQUARE FOOTAGE IS 635 FT2 (17% OF TOTAL ROOF:AREA), STRINGS 1-3 HAVE AN AZIMUTH OF245° AND STRINGS 4-5 OF .165° (AVG 229°). w y t a PV lomaany i x 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF SLOPE,. NOT TO. EXCEED 18" R .... _ .. ... , . <.. senc aEner Cor ABOVE ROOF SURFACE.aldor�niazo12a 7. BUILDING IS A ONE STORY DWELLING. 8. LAG SCREWS ARE 5/16" X 4" AT 72" O.0 MAX, WITH 2.5" INTO FRAMING. ' NAB ;EPI 9. MODULES WILL BE SECURED TO ROOFTOP USING PROSOLAR FASTJACK -ATTACHMENTS WITH UNIRAC SUPPORT RAILS: 10. ATTACHMENTS WILL BE DOUBLE -FLASHED. .. N 11: DESIGNED FOR BASIC WIND SPEED OF 125 MPH PER PROSOLAR CALCULATIONS; 0~p SEE SPECS.: 12. VISIBLE.EXPOSED. CONDUIT SHALL BE -PAINTED TO MATCH. Q 13. MODULE DIMENSIONS ARE 41.2" X 61.4" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD _ Q F ,a INSPECTION BY THE CITY U 1M _ Q . CV PE CLEARANCES LL C W LI _. 15. PROPER C ARA CES SHA BE IN ACCORDANCE WITH CAL FI UIDE NES. .07 N - Use (1) 5/16" z 4" SS Lag Screws at 6' O.C. 72„ BI`` ,I . `� �FETY DEPT. LU Q Q:. with 2.5",embedment into wood rafters. I I U Rafters are 2„x4,,.at 2` O.C. nt,Span VE ® ~ .. Do not install,standoffs over.wood crickets _ _ _ _ _ = F �L,^� , �:R CTION < Z Max Attachme Standoffs attached to main roof framing. L�D rl. � �. z SS a. ;I� L W. !i ! Drawn By i No. C58724 CESAR LOPEZ Date !i 1 V Draw I Exp. 3-31-1 -02/23 /2015 FCAI.\FRACKING DETAILS. 0 �i Revision No S 0 SCALE: .1 13' PROPERTY SIDE VIEW (SOUTH) www: Loyd W Martin :ContSheet No. :Solar Structures .Engineering ' • #2015-758 Structural Only P.2 Qo m U10rn� PROPERTY TOP VIEW NOTES:m v M c � co 1. THIS IS A 11.445 KW SOLAR ELECTRIC SYSTEM USING (35) SUNPOWER SPR-327NE-WHT-D (327 WATT) PHOTOVOLTAIC MODULES.. C o coup t coEvL 2. THIS SYSTEM IS GRID-INTERTIED. VIA UL -LISTED POWER a o CONDITIONING INVERTER: (1) FRONIUS IG PLUS ADVANCED 10.0-1, 240 VOLT U 3. THIS SYSTEM HAS NO UPS, NO BATTERIES. 4. THIS IS A ROOF MOUNTED SYSTEM, ADDING 2.68 LB/SQ FT. ROOF IS SPANISH TILE AT 18° PITCH (AVG 18°). 5. THE SYSTEMS SQUARE FOOTAGE IS 635 FT2 (17% OF TOTAL ROOF:AREA), STRINGS 1-3 HAVE AN AZIMUTH OF245° AND STRINGS 4-5 OF .165° (AVG 229°). w y t a PV lomaany i x 6. MODULES ARE 0 DEGREES TILT ABOVE ROOF SLOPE,. NOT TO. EXCEED 18" R .... _ .. ... , . <.. senc aEner Cor ABOVE ROOF SURFACE.aldor�niazo12a 7. BUILDING IS A ONE STORY DWELLING. 8. LAG SCREWS ARE 5/16" X 4" AT 72" O.0 MAX, WITH 2.5" INTO FRAMING. ' NAB ;EPI 9. MODULES WILL BE SECURED TO ROOFTOP USING PROSOLAR FASTJACK -ATTACHMENTS WITH UNIRAC SUPPORT RAILS: 10. ATTACHMENTS WILL BE DOUBLE -FLASHED. .. N 11: DESIGNED FOR BASIC WIND SPEED OF 125 MPH PER PROSOLAR CALCULATIONS; 0~p SEE SPECS.: 12. VISIBLE.EXPOSED. CONDUIT SHALL BE -PAINTED TO MATCH. Q 13. MODULE DIMENSIONS ARE 41.2" X 61.4" 14. SYSTEM INSTALLATION SHALL BE PER NEC 690 AND IS SUBJECT TO FIELD _ Q F ,a INSPECTION BY THE CITY U 1M _ Q . CV PE CLEARANCES LL C W LI _. 15. PROPER C ARA CES SHA BE IN ACCORDANCE WITH CAL FI UIDE NES. .07 N - Use (1) 5/16" z 4" SS Lag Screws at 6' O.C. 72„ BI`` ,I . `� �FETY DEPT. LU Q Q:. with 2.5",embedment into wood rafters. I I U Rafters are 2„x4,,.at 2` O.C. nt,Span VE ® ~ .. Do not install,standoffs over.wood crickets _ _ _ _ _ = F �L,^� , �:R CTION < Z Max Attachme Standoffs attached to main roof framing. L�D rl. � �. z SS a. ;I� L W. !i ! Drawn By i No. C58724 CESAR LOPEZ Date !i 1 V Draw I Exp. 3-31-1 -02/23 /2015 FCAI.\FRACKING DETAILS. 0 �i Revision No S 0 SCALE: .1 13' PROPERTY SIDE VIEW (SOUTH) www: Loyd W Martin :ContSheet No. :Solar Structures .Engineering ' • #2015-758 Structural Only P.2 8 7 B 5 0 3 2 1 Page"'?I Ott _ Scale BX � - - Solar Label 1 ► Solar Label elz. smarLabel 3 (. Catalog Number: MBE2040PV20OBTF (Flush) MBE2040PV20OBTS (Surface) wARNING RNING -NEMA 3R Enclosure -EUSERC with Ring Type Meter Cover -225A Rated Socket (200A Continuous)(Copper) D -4 Jaw. Socket D -225A Rated Distribution Bus (Copper) -200A Main Breaker, 22 WC -70A Max Solar -Available in Flush Mount or Surface Mount -Top'or Bottom Feed Applications 14.270 14.270 E03� 3.3875.905 5.895 l 1\ 16.614 5.895' c c 0 0 d 0 0 — — — — 225A RATED SOCKE ® O o Pus Pus I solar Labl ] is II �.marGber, o ®' o al I I ------- ® p e�.ou� aoo i I I ® eon ® (U) ----'� 36.057 F>,m.ran 38 a u e B. 25.347 (� 225A RATED BUS 9 ' Darypr TJM/ _ _•_T_ o Oo spar Tei»I2 O i O O O A ®� 7��' ., 0: �®i. o - 7��` l ao sml�o� o..num.mn ,. m.+oemn EATON CORPORATION- CONFIDSMALAND PROPRIETARY A // 1 'YAG' `-: (/ 1 - `•: MJENN 2M1 21 MmCE TO VEban xE Evmaiw OOLwFxr.gWi®wirsVmiW . .O v • O �' r 'O ` O �' M.JENNINCS •'rum o� �o ,o�_�, .m..�.e..,.. o.w'oiar rave:e.. uos:�e`r nro SOLAR POWER CENTER ' METER BREAKER(1-12440 CU.lOM MBE2040PV2008TS MBE2040PV20OBTF EUSERC, BOTTOM OR TOP FEED (Surface Mount) (Flush Mount) 96-6730 6:t•N EOFDE1xx EEWO S 7 a 5 4 3 2 1 --Pk Nis �� Electrical Shock Haz 0.17 I WARNING elEnergySourceDisconnect not relocate this overcurtent ard protedi4e device. DO NOT TOUCH TERMINALS_ not de -energize panel. Tum off power tom a0 Terminals on both Line and Load sides Desconexidn de fudnte de energLT panatela may be energized in the open position. No treslade este dispdsiWo de piohcddn ]o.s7]a 'REv. 1 w-aeT]r REv. t PalUoea 4earapa aNmdu NO TORQUE LAS TERMINATES w tmmume. Mmn ealdro. one4e E. m. aeoaga wader sem aroryEedaf anh>o4asrnNmta 0.17 I WARNING elEnergySourceDisconnect not relocate this overcurtent protedi4e device. not de -energize panel. Tum off power tom a0 Desconexidn de fudnte de energLT panatela ' No treslade este dispdsiWo de piohcddn ]o.s7]a 'REv. 1 contra cobrecorderne. .814 I � Duel Power Sources Turning off pera0el energy source dbtartned does not de -energize panel. Tum off power tom a0 sources before work(ng Inside. Suitable for use ea utility interec5ve equipment `� in actordante.with Article 705 oftlte NEC. ®,o ®i ;I I' I I. I I ' .ppPrN eeaconmi4n Ee le n.w da m'rmavwdaromevac.aomA •a.modo ww�nlm..a�oa..a�a4scoa.m ]osaT]9 REv. t' wnm�nocmno un ca4mmMm w�NRNm1aTOSYr rIEc, I I U a o°In I I 38.057 � soar rmmawm 25.347 ' o.roar T.tr1 O I � Duel Power Sources Turning off pera0el energy source dbtartned does not de -energize panel. Tum off power tom a0 sources before work(ng Inside. Suitable for use ea utility interec5ve equipment `� in actordante.with Article 705 oftlte NEC. ' .ppPrN eeaconmi4n Ee le n.w da m'rmavwdaromevac.aomA •a.modo ww�nlm..a�oa..a�a4scoa.m ]osaT]9 REv. t' wnm�nocmno un ca4mmMm w�NRNm1aTOSYr rIEc,