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BSOL2015-009078.495 CALLE TAMPICO LA QUINTA, CALIFORNIA.92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: V COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2015-0090 52811 AVENIDA VILLA 773333017 GARCIA / 5.130 SK ROOF MOUNTED SOLAR $20,000.00 Applicant: KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN, CA 92780 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: AB C12 C21 C33 C10 C46 Lies o.: 366984 Date: I Contractor: OWNER -BUILDER DECLARATION 4 7 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 Divisiorn of the Business and Professions Code) or that he or she is exempt therefrom and the r basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will clothe 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 contractor(s) 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: 7/27/2015 Owner: SERGIO GARDA 52811 AVEN.DA VILLA LA QUINTA, CA 92253 Contractor: KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN, CA 92780 (888)577-6527 LIC. No.: 366984 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certiicate 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 worke-s' 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 not employ 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 Sectibn 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: 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 PROVIDEDIFOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKVOWLEDGEMENT IMPORTANT: Application is hereby made t•.the Building Official for a permit subject to the conditions and restrictions set forth orithis 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, indemnify and hold harmless :he 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 carcellation. 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 crdinances and state laws relating to building construction, and hereby authorize representatives of this city.to enter upon the above- mentioned rope y for inspection purposes. ate: S Signature (Applicant or Agent : , c INFORMATION DESCRIPTION �: ACCOUNT "' QTY f 'AMOUNTr,.� PAID <i » ,� ., ,; k a :.'.:PAID.DATE BSAS SB1473 FEE ' 101-0000-20306 0 $1.00 $0.00 METHOD,,,"!'-'r� w'� r �' `RECEIPT # CHECK #` CLTD.BY 'rt � . Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 ' ` �• ;:DESCRIPTION J i >�," +�; ACCOUNT b>� ' 1A tQTY AMOUNT",;. PAID.," PAID DATE „.._ q. PV SYSTEM - ARRAY, FIRST 20 101-0000-42403. 0 $24.17 $0.00 N - PAID BY : > ti �' ; tin ' , . � �? METHOD,' ., :'., RECEIPT #. �, T' # CLTD BY , : , r,� n� .:is�CHECK y .< DESCRIPTION... >`=� ACCOUNT / s =.;' pl, Zs� u `„PAIDPAID DATE ,r r�.AMOUNT PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 rfr Pi41D BY3�t •, , ha aby' au ,s yMETHOD"'trt ��,: t RECEIPT# / `CHECK# ;CLTD BY r t.s'• f <,i �,z� affi1h ,DES.CRIPTION= ,ie, ``"s, nF ACCOUNT QTY ` AMOUNTt t µ` r PAID PAID,DATE, L , z ° r • PV SYSTEM -. MISC EQUIPMENT 101-0000-42403 0 $24.17 $0.00 PAID BY `fi ;:' �: RECEIPT # e�'' CHECK # �z CLTD BYE r -METHOD r- :DESCRIPTION;`'• w, ;A000UNT�' QTY, AMOUNT, PAID Y PAID DATE --11t1�-j, r PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $24.17 $0.00 r"PAID BY..,,., :' y z�, �� METHOD CHECK #* CLTD BY `t Total Paid for ELECTRICAL: $96.68 $0.00 .. ;DESCRIPTION ACCOUNT `� <tr QTY AMOUNT. •�PAID DATE ;" r r�''PAID ti '1 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 'PAID BY j p r. , `, f s"' zMETHOD: "� �, RECEIPT CHECK #; CLTD BY, i.Y G •,� ' Total Paid for PERMIT ISSUANCE: $91.85 -$0.00 TOTALS:00 �.. -T—� �� S` Y,{�i � .A ...�.r �� y.. •� 7'M. _. �,,. � _ _ ,.J, � .. r G_.- 5�;. Yrr Ni "y.� � � _ � -yr .� +w....t .$$� a.-�,�. y : y+,` .c W _ _ .+y %� lF '' r„s..r "�-Ms,a�, ` - r .,: •x:.. ,s `7 ,c�. ��',, z' '•�Y 1 �PF ~;'�4"�+r `S'.�(t6 _ } � i X, : S.� re_ � � y, `�. c7 S x �� � �v �. `` �t .,:bpi', ".3 r r • �"� " •' r . , � ^F ± ,y � '� • . w 3 _ .... a aR��' �j � ,. � -. � � �, .T . .ti:s r a1 `} .r • O r �T" r i _3 cfi � • ® � a I� • F,y bF'MF'O •..� -"' � Jet `i� ,''" ay`k � ,rK � _ -,, ;r -•'i.-=;r=:^ �:'�SK, n.- "4 ;,,Y'•''�•+"��"'``' 3?�, r -.,. •yi'x"��l�i�� X„'. �' �.� � �. F �•� t .-s.."_;.'.....wvc.'.�.;k+.wwl�`."!d. «. Swfars..�.,.�rs;�7�^�.a _r__.... �"...:'s.'�F!d"`'i._.•..=,�tc:.'�i.R�..��.,tz ti�:.4L......��r�w:'- .+w'1�ra _-. �.� ��r.. Description: GARCIA / 5.130 SK ROOF MOUNTED SOLAR DDITIONAL Type: SOLAR 4' Subtype: Status: APPROVED Applied: 7/6/2015 SKH Approved: 7/23/2015 JFU Parcel No: 773333017 Site Address: 52811 AVENIDA VILLA LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 147_ Lot: 4 Issued: - UNIT 15 - _''� � >d., �+ ih, :F §..Y \.�'. +►1a_»`` Kf..:.v. .,...�.�` r Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: ,_ Finaled: r Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 - No. Stories: 0 No. Unites: 0 Details:. 5.13 kW SOLAR ARRAY - (18) 285W SOLAR WORLD SW285 PANELS W/ (18) ENPHASE M215 MICRO -INVERTERS + 125A SUBPANEL [324SF] 2013 CALIFORNIA ELECTRICAL CODE. - - - ' RESUBMITTAL DDITIONAL •LU L ta+J,_.,y�. ,,. „�., r..-�..� '+."xsr_> e �::rc # "t`" *R . ':a tirx...-_: T: - k e ="` ..J 7' ^N'i'.:K` •.,,'. CHRONOLOGY TYPE TYPE �STAFF, NAM E FACTION DATE��°# _'COMPLETION DATENOTES ��. •QTY.M-.:. a�.Ei. 3t tr�w - _''� � >d., �+ ih, :F §..Y \.�'. +►1a_»`` Kf..:.v. .,...�.�` r PLAN CHECK SUBMITTAL STEPHANIE KHATAMI j " 7/6/2015 7/6/2015 ft - - - ' RESUBMITTAL PHILIP JUAREZ 7/20/2015 7/20/2015 JESUS 8186323469 FROM ECO FRIENDLY REMODEL. [1717 r .. 7— µ ?PPlied to Approved' DDITIONAL ta+J,_.,y�. ,,. „�., r..-�..� '+."xsr_> e �::rc # "t`" *R . ':a tirx...-_: T: - k e ="` ..J 7' ^N'i'.:K` •.,,'. CHRONOLOGY TYPE TYPE �STAFF, NAM E FACTION DATE��°# _'COMPLETION DATENOTES ��. •QTY.M-.:. a�.Ei. 3t tr�w - _''� � >d., �+ ih, :F §..Y \.�'. +►1a_»`` Kf..:.v. .,...�.�` r PLAN CHECK SUBMITTAL STEPHANIE KHATAMI j " 7/6/2015 7/6/2015 -RECEIVED - - - ' RESUBMITTAL PHILIP JUAREZ 7/20/2015 7/20/2015 JESUS 8186323469 FROM ECO FRIENDLY REMODEL. 'NOTIFIED JESUS PEREZ THAT PLAN REVIEW WAS COMPLETE TELEPHONE CALL JAKE FUSON 7/8/2015 7/8/2015 AND REVISIONS WERE REQUIRED. SENT CORRECTION LIST VIA 4 . EMAIL. ..., • NOTIFIED JESUS PEREZ W/ ECOFRIENDLY REMODELING (818 - 818- 'TE . LEP . HONE 'TELEPHONE CALL '' JAKE FUSON, _ •' 7/23/2015 7/23/2015 632_-3469) THAT PLANS WERE APPROVED AND PERMIT WAS ' READY TO ISSUE. Y T+'�j G � .r w.,71,�. �' ,c�}k��'r-tai t-',.�`-_f �r+,�'�f d'r: .. }ff�` J��� fi ^ - Yj7 • • ll�~s,'• • Y. •i•. •' rr� t'�.' .b i .. �•. H:i $ -q"�'4 ,_ c+c. 9¢?'1��;T,. v. # n:. T` .t7 .�. rf j�s.'-e} .•Y- c.,.: Llk OFi._ 'a`.`'x„'c.�'n"�+�*�'`�"�',�fS.i„`tx3-''xy .tea=u4.'7fC yi. • , Yr , i „ :• a _ a ., _: V ',a b .`.- y -' Z c --,-. •�' e. i : !'-- +F .y • _ ,.,�� ,.... p., ' CLT_ D _D s `Dh'.. r AIDBYACCOUNTs CHECK METESCRIPTIONk� QTY .iAMOUNs f �"'�.. r� r . . � . `. Y _i .. :� � . .. rr ;i. •> r •z-'_ ,. , ti_ BYs:' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 - Total Paid forBUILDING STANDARDS ADMINISTRATION $1.00 $0.00 y�. NAMETYPE ;: aT �^ -.�. .'0i+ a-, �.v..;. T A. .4.`,'..,' .a..-,-.;'. `rF" ...:v. �, ..�.;_ r.+.-••.. J'. i.� ",.i�•'R"9t-;,¢' - 1 - v4. - _ '� ? "c&.:NAME:* x}ADDRESSl '�`CITY#a ESTATE ` +- ZIP PIONE y�A:,FAX.iti�: *�fMAll�'° ii- i �"`y., �Y'F 'S+ s?..J. .r. _ �t.rw ..wM cf.:l �, 2.If�. �.G`1 .1. ~� t -+ rYM' +4�" aFh.: _ �. ;.2..2�._`�«F �M.. `%J :£.-'^\\s`Ri•R`'� $ ,�. .. ti� Tic .'�-..,.Y:afv; t. 'C,R..T.,� i�:i l a::k'.-lwi..-ai APPLICANT KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN CA 92780 (888)577-6527 CONTRACTOR KIRSHNER & SCHMIDT INC DBA ECO 360 E FIRST ST STE 800 TUSTIN CA 92780 (888)577-6527 OWNER SERGIO GARCIA 52811 AVENIDA VILLA LA QUINTA CA 92253 (888)577-6527 .tea=u4.'7fC yi. • , Yr , i „ :• a _ a ., _: V ',a b .`.- y -' Z c --,-. •�' e. i : !'-- +F .y • _ ,.,�� ,.... p., ' CLT_ D _D s `Dh'.. r AIDBYACCOUNTs CHECK METESCRIPTIONk� QTY .iAMOUNs f �"'�.. r� r . . � . `. Y _i .. :� � . .. rr ;i. •> r •z-'_ ,. , ti_ BYs:' 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 .. - C[, i { t t'44y. •� � .>..l � +�,h x -'i' a K y ij.M. � t 4� �rq• .ax..Arn[p.J/. •.. '. � i ( � �3�Yt� �y^,.�yy�-Y�� : e �O,t'• i i, r.; '�.,;`.�fY ����-. rv.4QyQy Mr w'y f.• �� [ Lq>�{�l.u. �' Nh-�tt` S" �rrl�.� • • e`, '�n,'1��".�W �uJ' � .� 5'..( y f r�� �:. FIRST 20 Printed: Monday, July 27, 2015 12:26:20 PM 2 of 3 ' C"WlYSTEMIS PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 - FIRST 20 PC PV SYSTEM -MISC 101-0000-42403 0 $24.17 $0.00 EQUIPMENT • PV SYSTEM -MISC 101-0000-42600 0 $24.17 $0.00 EQUIPMENT PC Total Paid forELECTRICAL: $96.68 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERMIT ISSUANCE: - "$91.85 $0.00 • • •� SULAK FINAL" I BLD .. - C[, i { t t'44y. •� � .>..l � +�,h x -'i' a K y ij.M. � t 4� �rq• .ax..Arn[p.J/. •.. '. � i ( � �3�Yt� �y^,.�yy�-Y�� : e �O,t'• i i, r.; '�.,;`.�fY ����-. rv.4QyQy Mr w'y f.• �� [ Lq>�{�l.u. �' Nh-�tt` S" �rrl�.� • • e`, '�n,'1��".�W �uJ' � .� 5'..( y f r�� �:. Printed: Monday, July 27, 2015 12:26:20 PM 2 of 3 C"WlYSTEMIS -T -Q• :r. �rrr r* fi A � �_ <�:r 4. - -, � •.,� - 7j. �, - it .. � w 5.�5}.-ua",�, ""a f a r r �,j:x.•� �.:1+gf��r,� -' ��, t .;: fV _ 'Pyx'-,��K � � ,% i S �: ...s~�, - - 5 P- �.. t , � �i S� : x �' a •;, �.��C, ^..i i :.. t '�� ��\ 0� ,s -"t a' ' -. 0 . D . a -i. ,; � � * � �f:zf • • • ay �"�'e h V F t ^Fc'4>' . S 'i S � " �4 � ,1 "• �"• Y �l�' J 2 . y`_ ` <G,• �•,.i,�(`�^ k :1'!° - - a r w . . ,��� r1.-rO`V t_ c .• Z,.� ., _ y�3. I�1� ry -. �, :.- .. :�„�., i. ,'••�.�. rs. *f'� Yti �' i � � -:� .' y- .. rpt, ." . MOO -+dl��t•._.. =ti. .� ` "'^='j' ci... r:•:,•..Rs1"'`&:%e: ..�'"` .1'�`:.�»'1�+.•.� aspk,`-a-,rcr J: Bin "# r City of La Quf11tA3 � . •.'. .. Bultding 8r Safety Division P.O Box 1504,*78-495 Calle Tampico '. .r la .Quinta, CA' 92253 - (76a) 777-7012 ' D Building Permit Application,and Tracking Sheet ' Permit # L a'° S Project Address: k` NM &A Yffifk Owner's Name:. rn 4i A. P. Number Legal Description: Contractor: 1 City, ST, Zip, ta ety tA r' Telephoner .G_j . to Proje4Description:46.(3O M Addre�:CA 1/ ,, City, ST, Zip: v. Telephone t� �r,Jlh1 1 �V�12 State Lic. #: City Lic 'Arch, Engr., Designer. /1e City., ST, Zip: Phim'- at Telephone ct'6 [ : .. Construction Type:s'Q Occupancy: ' State Lie. #: Project type (circle one): ew Add'n Alter Repair Demo Name of Contact Penson: Sq. Ft : 3 # S ries: ` # Units: Telephone # of Contact Person:�. Estimated Value of Proj Q APPLICANT: DO NOT WRITE BELOW THIS UWE # Submittal Req'd 'Reed TRACICi1VG PERMIT FEES . Plan Sets Pian Check submitted ) item Amount Structural Calcs. Reviewed, ready for corrections ' Plan Check Deposit; . Trnsa Cales° ' Caked C.outactPtrson Pian CLecicRaiance. . Title 24 Cales. Plane picked up Construction Flood plain plae Plans resubmittcd.' , Mechanical Grading plan 2's. Review,.ready for correctlo .cssu -7/2,5 Electrical , Sabcoateetor Lfst Called Contact Person Z Plumbing Grant Deed Pleas picked up SILL H.O.A. Approval Plans resubmitted Grading IN SOUSE-, r '"' Review; ready for correctlousAssue Developer Impact Fee Planning Approval. , Called Contact Person A.LP.P. Pub. Wits. Appr `Date of permit issue School Fees r i Total Permit -Fees N a�kimsT sttt� iQi�£3C yo8 .U,g ��t)�1 �t ltm�� . S t 4C•tC� t0��) - �C� S� rti� �tlitiU� rl ` • L' + •` `: r ` ,; .9arAK z'-ixuJ , , :. r . ! .:. r . fas[a•4 _...:»_ J r j :nnAgyt.2s�uajoYri ' - 1 ti r , . ,. • • zwgi?�bA �s ,z'� , v D 1 A _ - -•- .. _. _ - -__. - ._..__ --'- — •----- -�' - — - - -_ Ott y}.I •ii}7 i :'� . r - : #; .ii.} sts:$ x i'+ r -.'r � •s �' •�, :tog�hzQ . tarsi x.3atP. .�-,rxrJt:aav ;:q�T r:n»�c-cJ.n�.7 . - . •. � - � • : 't t' _' anodq:,caT uk n . n`dF.l, . t7£JTlOJ 3:j�(7 iJ'7lQTq `,,,� �f :• �!-£ yi•.-11i _ih - ', �� ri,p+; - :rtnat�`I >✓r:::l3o ys.ntl• • ':J:9n`sY io :+triol) t13tt:rrila$ t � - ` � ..r>Yrfi 41�Eittr)730 � :+.'tairsfs i 3A! ! PlHT waJ3a 3TMW T014 W :T'kIAOIJg9. 'M = ' t-J I IffIl ill ,)itr Ot-q r .�..�.at h°p39 Irtsimd42 k , _ t;:s►�^^� . taxsi ta_tl�ata2.ts�rt'J nsixl '.' �t•3 tt :! ). + lic, J�q:'asd�crl3 •— ��uC::"rw :�)Ytit+y,V9n `rsfE z31e;)trrn1wt92 £ t~arer,�irteit rrml?3..1 riDWHO :str3=—I!' ' aue3�rctlzsewyJ quLualg rlrl's ft:,t„r•r:�t� hsltir,dutn: acrii .asSq gltly t;,wra i�Jhp�71:�' _,^ � #L',ro�",rr:}rmoy'trr't�h��ri,wsc.ail°AS aGtt{4Gthtrri, j grtf>lmetY 9 ' na�Y t]e:trsD7 baited iurl •,o2ast�oa6c!2 i.t� a qu .� rla�q rar.J? bOW Jrrr. rp ao?bsz7 tlxttlrr:d::�:� cpGf4 !>rraegyA ,,'..4l.tl ssZ »zgmi Yaq-tarsC! 702 tb►gt,rnrra`.I ' • nctiA lium-ID MIIO -s3lAtCiti %!I isvo,slgi+galnnaf'I st,r�ilnnsq'to sllcti otrgl..elY7.dr,'I t�YY l90LI>Z mill tim•rd. 10i)f v ADDITIONAL NOTES PLAN SET LEGEND ABBREVIATIONS PROJECT INFORMATION ALL CONDUIT TO RUN ON EXTERIOR MSP MAIN SERVICE PANEL(E) EXISTING OF HOUSE UNLESS OTHERWISE NOTED SUB SUB SERVICE PANEL (N) NEW 18 X 285 W SOLARWORLD SW286 MONO OCCUPANCY: R,3 EXT EXTERIOR ROOF MOUNTED SOLAR lt CONSTRUCTION TYPE: VB AC AC DISCONNECT PHOTOVOLTAIC MODULES UNS NKLEREDINT DC DC DISCONNECT INTERIOR Enphase Energy 18 X 215 W M2154M-21-1--= PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE SLC SOLAR LOAD CENTER EMT ELECTRICAL METALLIC TUBING IDENTIFIED AND GROUPED. THE MEANS OF RMT RIGID METALLIC TUBING SYSTEM SIZE: 5.130 kW DC STC -i IDENTIFICATION SHALL BE PERMITTED BY SEPARATE MONITORING METER ARRAY AREA 325 SF ev O 1 COLOR CODING, MARKING TAPE, TAGGING, OR OTHER VOC VOLTAGE OPEN CIRCUIT m APPROVED MEANS. THE MEANS OF GROUPING SHALL BE INV INVERTER VMP VOLTAGE AT MAX. POWER $ ,� t� a WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX (6) FEET." (CEC JB JUNCTION BOX ISC SHORT CIRCUIT CURRENT $ §690•4(B)) CB COMBINER BOX IMP CURRENT AT MAX. POWER JERGIO & MARIA GARCIIA PHOTOVOLTAIC EQUIPMENT AND SYSTEMS AND ALL FMC FLEXIBLE METALLIC U NTS NOT TO SCALE 52811 AVENIDA VILLA LA QUINTA, CA., 92253 n a ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE :' •• C9 INSTALLED ONLY BY QUALIFIED PERSONS. (CEC §690.4(E)) VI INI MA A LIC BLE ODESoo— o W +� Z ALL WORK TO COMPLY WITH fi R ALL CONSTRUCTION SHALL COMPLY WITH THE 2013 SMOKE ALARMS AND CARBON MONOXIDE ALARMS MUST BE INSTALLED PER THE 201 I~ " ` "`t�'"� CALIFORNIA BUILDING, RESIDENTIAL, Q CALIFORNIA RESIDENTIAL CODE AND VERIFIED PRIOR TO FINAL INSPECTION APPROV cs MECHANICAL, ELECTRICAL, PLUMBING, ENERGY, NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM. PV INSTALLATION SHALL COMPLY WITH ARTICLE 690 OF 2013 CEC. ;. r. M1 ;' `" PROJECT AND GREEN BUILDING CODES AND THE LAk QUINTA MUNICIPAL LADE. 2 SITE .. s A Oz r W CITY OF LA QUINTA BUILDING & SAFETY DEPT r' ptt 4r n» YAM SHEET INDEX � APPROVEDk. FOR CONSTRUCTION '' p 1 PROJECT INFORMATION, DATE Z ZO%cgy �F r .,��,;t„ ,,,�, �' VICINITY MAP SITE PLAN, HOUSE PHOTO a PV -2 ROOF PLAN, DETAILS - PV -3 ELECTRICAL LINE DIAGRAM AND NOTES FPO .� LOT 4 BLK 147 MB 018/092 SANTA PV -4 ELECTRICAL CALCULATION, u z CARMEL T TA VALE LA QUINTA NIT 1 Q U 5 MATERIALS LIST -4A REQUIRED SIGNAGE APN# 773333017 PV -1 SITE PLAN MSP SIZE IS AN (E)125 A TOTAL # OF PANELS 18 MICROINVERTER LOCATED AT EACH PANEL N MAIN HOUSE ROOF (E) AC UNIT--� 18 SOLAR MODULES SCALE: 1"= 15'0" HOUSE PHOTO SCALE: N.T.S. - ARRAY LOCATION i �4 S +F F :.1 W ul 9 [jw o W 0 OgG > CITY OF LA QUINTA ao� p BUILDING & SAFETY DEPT. 04 PROVED a E3� Z z AP FOR CONSTRUCTION o 14 Q 3 i g DATE Q 0 E- W W to PV -1A ROOF PLAN MSP SIZE IS AN (E)125 A ATTACHMENT POINTS: 48" O.C. MAX MICROINVERTER LOCATED AT EACH PANEL i -(E) PATIO COVER (E) AC UNIT 3/4" EMT CONDUIT ARRAY 1 8 SOLAR MODULES 18 ATTACHMENTS @ 48" O.C. MAX. N 5' SCALE: 1"= 10'-0" I ARRAY & ROOF INFO WORKING CLEARANCES AROUND EXISTING ELECTRICAL EQUIPMENT AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26. (E) PLUMBING VENT 1'-6" 5-7" 5'-7° 5-7" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE 13Y EXT. WALL (E) ROOF FRAMING L----}----------- ARRAY 2 10 SOLAR MODULES 18 ATTACHMENTS 48" O.C. MAX. INTERIOR RAFTER SUPPORT, TYP. ROOF TYPE: COMP SHINGLE 1 I I I t 'II 5' SCALE: 1"= 10'-0" I ARRAY & ROOF INFO WORKING CLEARANCES AROUND EXISTING ELECTRICAL EQUIPMENT AND NEW ELECTRICAL EQUIPMENT WILL BE MAINTAINED IN ACCORDANCE WITH NEC 110.26. (E) PLUMBING VENT 1'-6" 5-7" 5'-7° 5-7" CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE 13Y EXT. WALL (E) ROOF FRAMING L----}----------- ARRAY 2 10 SOLAR MODULES 18 ATTACHMENTS 48" O.C. MAX. INTERIOR RAFTER SUPPORT, TYP. ROOF TYPE: COMP SHINGLE ROOF FRAMING: 2x4 RAFTERS@ 24" o.c. ROOF1 AZIMUTH: 270 ° ROOF1 SLOPE: 200 ARRAYI AREA: 145 SF ROOF1 FACE AREA: 641.15 SF % COVERAGE: 22.6 % ROOF2 AZIMUTH: 90 ° ROOF2 SLOPE: 200 ARRAY2 AREA. 181 SF ROOF2 FACE AREA: 909.84 SF % COVERAGE: 19.9 % MODULE TYPE, DIMENSIONS & WEIGHT PANEL TYPE: SOLARWORLD SW285 MONO PANEL WEIGHT: 39.5 LB PANEL DIMENSIONS: 65.94 X 39.4 " PANEL AREA: 18.05 SF UNIT WEIGHT OF PANELS: 39.5/18.05 = 2.19 PSF MICROINVERTER & RACKING: AREA PER ATTACHMENT: 6'X2.19 - 13.1 SF WEIGHT PER ATTACHMENT: 13.1X2.7 = 35.37 LB SF ATTACHMENT DETAIL SCALE: 1/2"= l'-O"l MATCH (E) ROOFOSLOPE % l EVEnE-GT CROSSRAIL 48 ALUMINUM "L" BRACKET (E) ROOF FRAMING, SEE ROOF INFO QUICKMOUNT ATTACHMENT WITH ALUMINUM FLASHING 5/16" STAINLESS STEEL LAG BOLT MIN. 2.5" PENETRATION SEALED W/ M1 SEALANT xp 69163 EXP. D6.30.16 �sr CIVIL � OF c %.I 0 :5 8 WWW ���rrr r lo)a M g PV -2 a c PV -2 ELECTRICAL SINGLE LINE DIAGRAM SCALE: N.T.S 5.130kW SOLAR ARRAY ELECTRICAL NOTES: V, 18 SOLARWORLD 285W MODULES TOTAL e,rs CO. V 00 1. PV ARRAYS ARE PER SINGLE LINE.. MICROINVERTERS INSTALLED AT EACH MODULE CITY 0 F LA Q U i NTA 2. PV ARRAY COMBINERMUNCTION BOX PROVIDES TRANSITION FROM ARRAY WIRING TO CONDUIT WIRING. 3. USE LIFER GROUND ELECTRODE SYSTEM FROM BUILDING & SAFETY DEPT. INVERTER TO EXISTING MAIN SERVICE GROUND APPROVED ELECTRODE PER N.E.C. 250.58. 4. ALL GROUND CONNECTED TO MAIN SERVICE FOR CONSTRUCTION GROUND IN MAIN SERVICE PANEL. al 5. CONNECTORS SHALL BE POLARIS OR EUROSTRIP IT CONNECTORS. M - DATE By 6. INVERTER SHALL BE PER SINGLE LINE, SEE i. ATTACHED CUT SHEET. 7. AC DISCONNECT SHALL BE PER SINGLE LINE. WIRE AND CONDUIT CALLOUTS ELECTRICAL EQUIPMENT CALLOUTS 8. EQUIPMENT GROUNDING CONDUCTORS ON AC AND LL. ( ) fA JUNCTION BOX 1 (3) #12 TC-ER/THWN-2 FACTORY CABLE IN FREE AIR 600 V, NEMA 3R W1 DC SIDE SIZED ACCORDING TO NEC 690. 9. ALL CONDUCTORS SHALL BE 6WV, 90C STANDARD $ ! lt7 (1) #6 AWG BARE COPPER GND IN FREE AIR EUROSTRIP OR POLARIS IT CONNECTORS SOLARWORLD SUNMODULE SW285 MONO 285W COPPER ALL CONDUCTORS IN CONDUIT SHALL BE © 125A SOLAR LOAD CENTER VoC= 39. TV IsC= 9.84A 0 #10 AWG THWN-2 THWN-2• 10. MAXIMUM DC VOLTAGE DROP SHALL BE 1.5% (3) 240 V. 125A. NEMA 3 Vmp= 31.3V Imp= 9.20A (1) #8 AWG THWN-2 GND IN EMT © AC DISCONNECT CEC PTC POWER = 257.6W 11. ALL CONDUCTORS SHALL BE IN CONDUIT UNLESS p 240VAC, 2-POL 30A, NEMA 3R ENPHASE M21" ""I-= (240V) INVERTER OTHERWISE NOTED. 12. ALL WORK TO COMPLY WITH 2013 CALIFORNIA ? 8 O (3) #8 AWG THWN-2 MAX �E RANCH:INPUT1 ® ELECTRIC CODE, 2013 CALIFORNIA BUILDING CODE ;^ z (1) #8 AWG THWN-2 GND IN J' EMT PEAK POWER TRACIQNG VOLTAGE: 22-M @ 240V 13. EXACT CONDUIT RUN LOCATIONS SUBJECT TO __ AC NOMINAL VOLTAGEIRANGE 211,284V 0 240V -..9A CHANGE.` O m F MAX AC OUTPUT CURRENT 14. 3.0 PSF MAX (.5 PSF FROM RACKING, 2.5 PSF FROM CEO WEIGHTED EFFtGENCY: 9041% Q 240V MODULES) DEAD LOAD CONTRIBUTED FROM SOLAR �s ARRAY. f ENPHASE MICROINVERTERS Q 15.2013 CALIFORNIA RESIDENTIAL CODE REQUIRES 240VAC NEMA 6, UL 1741 LISTED THAT SMOKE ALARMS AND CARBON MONOXIDE w p ALARMS BE RETROFITTED INTO THE EXISTING TO UTILITY GRID DWELLING. SMOKE ALARMS ARE REQUIRED IN ALL BEDROOMS, OUTSIDE EACH BEDROOM AND AT # OF MODULES: 8 LEAST ONE ON EACH FLOOR OF THE HOUSE. THESE Q ARRAYI TILT: 20' ALARMS MAY BE SOLELY BATTERY OPERATED IF THE ARRAYI AZIMUTH: 270° PROJECT DOES NOT INVOLVE THE REMOVAL OF (E) MAIN INTERIOR WALL AND CEILING FINISHES INSIDE THE g 5 SERVICE HOME. (CRC R314, R315) DISCONNECT 16. PHOTOVOLTAIC METER SOCKET WILL BE A� 240V, 125A PROVIDED WITHIN 10' TO 72' (CENTER OF CENTER O z 2 -POLE PV BREAKER 2 1 • - OF METERS) FROM THE EXISTING SERVICE METER IT WILL BE INSTALLED BETWEEN 36" TO 75 ABOVE W �. Z . (' 240 V,15 A - BI-DIRECTIONAL Q aF7- 2 PV BREAKER '�' �' THE FLOOR OR GRADE LEVEL. PHOTOVOLTAIC 0 UTILITY METER -POLE B METER WILL BE PROVIDED AND INSTALLED BY W 240 V,15 A - - _ RIVERSIDE PUBLIC UTILITIES WHEN THEY ARE THE a g 8 MICROINVERTERS SERVICE PROVIDER 191 IN BRANCH CIRCUIT (E) 125A © ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION INCLUDES UL ta J MAIN SERVICE # OF MODULES: 10 1703 FOR MODULES AND UL 1741 FOR v - PANEL ARRAY2 TILT: 20' INVERTERS AND CHARGE p 1 PH, 120/240V, ARRAY2 AZIMUTH: 90' CONTROLLERS. 4 3W RACKING 8 MODULES ARE GROUNDED VIA A NOT CENTER CONTINUOUS #6AWG COPPER CONDUCTOR CONNECTED FED– — --- W1 WEEKS - MODULES ARE FACTORY PROVIDED W12 IRREVERSIBLE DUAL -POLE PV BREAKER _ 2 �A 1 THREADED HOLES TO FACILITATE LANDING OF THE LUGS 5 GROUNDING 240V, 25A (BOTTOM OF BUS) ,v DC SIDE OF ARRAY IS UNGROUNDED AND THEREFORE w CONNECTION GEC IS NOT REQUIRED. O Z ` - ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND W W NEW WO &L 10 MICROINVERTERS GROUNDING BONDED W ACCORDANCE WITH ARTICLE 250. Z IN BRANCH CIRCUIT ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE z ELECTRODE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES 690.9 (A) - 3 ELECTRICAL CALCULATIONS 18 SOLARWORLD SW285 MONO MODULE �p DC OPERATING VOLTAGE 1* 31.3 = 31.3 V w- lz DC OPERATING CURRENT 1 ' 9.2 = 9.2 A AC OPERATING CURRENT ' = A 18 ENPHASE M21540-2LL S22 (240V) MICROINVERTER 18 0.9 16.2 36 QUICK MOUNT ATTACHMENT '"•' MAX PV VOLTAGE & CURRENT CALCS: RECORD LOW TEMP ('F): 13 1480° EVEREST CROSS 48 RAIL C% a� VOLTAGE CORRECTION PER NEC 690.7: 1.16 - MAX PV SYSTEM VOLTAGE (PER NEC 690.7): 2 SPLICE KIT Vcorrrection XVoc X# MODULES IN SERIES 30 MIDGLAMP 1.16" 39.7' 1 = 46.1 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(Ax1): 12 ENDCLAMP 1.25 X Isc X# STRINGS 1.25 " 9.84 ' 1 = 12.30 A 48• 314' EMT CONDUIT 1 30A AC DISCONNECT i AC CONDUCTOR AMPACITY CALCULATIONS (ARRAY TO LOAD CENTER): # OF INVERTERS: 10 2 JUNCTION BOX WITH CONNECTORS EXPECTED WIRE TEMP ('C +220C Correction, 3" 72 TEMP CORRECTION PER TABLE 310.16: 0.5 2 2 -POLE 15A BREAKER CIRCUIT CONDUCTOR SIZE: #10 AWG # OF CURRENT CARRYING CONDUCTORS: 3 1 2 -POLE 25A BREAKER d CONDUIT FILL CORRECTION PER NEC 310.15(B)(3ua): 1 1 SOLAR LOAD CENTER r Z CIRCUIT CONDUCTOR AMPACITY: 40 A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(6): 24 GROUNDING CLIP Z 1.25 X MAX INVERTER OUTPUT CURRENT X # OF INVERTERS = m W 1.25 ` 0.9 ` 10 = 11.3 A 18 GROUNDLUG z DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16: TEMP CORR. PER NEC TABLE 310.16 XCONDUIT FILL CORR. PER NEC 310.15(Bx3Xa) X CIRCUIT CONDUCTOR AMPACITY = 0.5 1' 40= 20A > 11.3A 15 A OCPD a AC CONDUCTOR AMPACITY CALCULATIONS (LOAD CENTER TO MSP): Q # OF INVERTERS: 18 �' S EXPECTED WIRE TEMP (`C): 45 TEMP CORRECTION PER TABLE 310.16: 0.87 O z c3 CIRCUIT CONDUCTOR S12 E: #8 AWG cc Q # OF CURRENT CARRYING CONDUCTORS: 3 v CONDUIT FILL CORRECTION PER NEC 310.15(Bx3)(a): 1 I;IHL;UII UUNUUC;TOR AMPACITY: 55 A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): 1.25 X MAX INVERTER OUTPUT CURRENT X # OF INVERTERS 1.25" 0.9' 18= 20.3A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16: TEMP CORR. PER NEC TABLE 310.16 XCONDUIT FILL CORR. PER NEC 310.15(Bx3Xa) X CIRCUIT CONDUCTOR AMPACITY = 0.87 " 1* '55 = 47.85 A > 20.3 A t 25 A OCPD INCREASED LOAD ON EXISTING PANEL: EXISTING MAIN PANEL BUSBAR CAPACITY: 125 A MAIN DISCONNECT: 125 A F S NEW SOLAR SYSTEM CIRCUIT BREAKER: 25 A w a W NEW LOAD ON THE BUSBAR: 150 A = 120.0% w 120.00/a <= 120% BUSBAR CAPACITY OK PV -4 REQUIRED SIGNAGE: 1. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN t HIGH LETTERING PER NEC 690-17. WARNING ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. 2. NIA 3. LABEL FOR SOLAR AC DISCONNECT: "SOLAR AC DISCONNECT" 4. LABEL AT THE MAIN SERVICE ENTRANCE: RATED AC OUTPUT OPERATING CURRENT =16.2A OPERATING AC VOLTAGE = 240V FIRE DEPARTMENT REQUIRED SIGNAGE 5. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT (NON -BOLD), WITH CAPITAL LETTERS, WHITE ON RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 6. ON ALL INTERIOR AND EXTERIOR PV CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES AND JUNCTION BOXES PROVIDE A SIGN WITH THE FOLLOWING WORDING: WARNING: PHOTOVOLTAIC POWER SOURCE MARKING SHALL BE REFLECTIVE AND PLACED EVERY 10 FEET AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. PLAQUES SHALL BE METAL OR PLASTIC WITH ENGRAVED OR MACHINE PRINTED LETTERS, OR ELECTRO -PHOTO PLATING, IN A CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP -RIVETS OR SCREWS. 7. PLAQUE TO BE INSTALLED ON THE FACE OF THE SERVICE METER PANEL: CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN AVENIDA VIVA EQUIPMENT AT - METER AND MAI O SERVICE - AC DISCONNECT EQUIPMENT AT ® EACH PANEL - MICROINVERTER 9. PER NEC 690.64 AND 705.12(Dx4) EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR FROM MULTIPLE SOURCES SHALL BE MARKED TO INDICATE THE PRESENCE OF ALL SOURCES. WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE 10. PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED WITH THE FOLLOWING WARNING AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT, AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE PER NEC690.35(F) WARNING ELECTRIC SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE 1=NtAdiZED. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE_._BY 11. LABEL FOR SOLAR AC DISCONNECT: a PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS a o 12. LABEL AT MAIN ELECTRICAL SERVICE: THIS SERVICE ALSO SERVED BY A PHOTOVOLTAIC SYSTEM 13. LABEL AT PV BREAKER: WARNING - PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE t a 0 LL W J_ 7 z a cy g allm PV -4A 2 8 Z_ i t' %1-1 m C7 0.� g o 11. LABEL FOR SOLAR AC DISCONNECT: a PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS a o 12. LABEL AT MAIN ELECTRICAL SERVICE: THIS SERVICE ALSO SERVED BY A PHOTOVOLTAIC SYSTEM 13. LABEL AT PV BREAKER: WARNING - PHOTOVOLTAIC CONNECTION. DO NOT RELOCATE THIS OVERCURRENT DEVICE t a 0 LL W J_ 7 z a cy g allm PV -4A �+�Ij 71 A-0-[` jig S ��� g �s dei 4wo-- WN ZE - � fffiii � VV�� cl aCJ d F k �6 �3 ot i ilk l till 1 Bing qp lit E z 00L + 4 R C 00 i oI1CL 1 li ig l i p� i I Pon a 1 � a n a CA MANUFACTURER SPEC SHEET - MODULES Newsroom http://www.sotarwarld-usa.com/newsroom/news-tcfcases/ne.ws/2O Wl... Newsroom littj?:Jhvww.solarworld-tisa.com/newsroom/news-relea- es/i ewsi-014L. for iow•slope commercial roofs New this year, SolarWorld will sell PanelClaw's Polar Bear III Nat -roof system. The Polar Sear AMERICA'S LARGEST SOLAR MANUFACTURER SINCE 1 9 7 5 ill offers a higher loading capacity and longerwarranty than the industry standard at a lower price and with lower shipping . . costs, thanks to locally sourced ballast material, higher packing density and warehouses on both coasts. Polar Bear III is made in America according to PanelClaw'S stringent quality standards and will be on display at the SolarWorld booth. rOR ttOMt COMMCRCLiI & GOVERNMENT PRODUCTS & SERVICES PARTKP PROGRAM WHY SAL4RWORLD SolarWorld Real Value SolarWorld manufactures and sells solar power solutions and in doing so contributes to a cleaner energy supply worldwide. Newsroom The latest news and downloads from SolarWafid As the largest solar producer in the United States and Europe. SolarWorld employs about 3,200 people and carries o, n pro- duction in Hillsboro, Ore., and Freiberg and Arnstadt, Germany. From the raw material silicon to solar waters, cells and pan- els, Solarworld'man<lges all .stages of production - including its own research and development. The company maintains high social standards at all locations across the globe and is committt.•d to resource- and energy-efficient production. ;Head - News Releases Media Downloads SolarWorld 1n The News quartered in Bonn,. Germany, SolarWorld was founded in 1998 and has been publicly traded on the stock market since 1999. For more information, visit wmnv.solanuorid-tisa.com. From modules to components, SolarWorld showcases ad- Media Contact vances in every facet of solar solutions at Intersolar DevonClch°ski - e a Media relations manager SolarWorld Industries America 5oiarWorid's wide-ranging offerings respond to diversifying needs of customers 4650AdohrLane Camarillo, CA 93012. HiLLSBORO, Ore., July 8, 2.014 - SolarWorld wi l present an across-the-board lineup of technological advances affecting all Mobile: 805-377-2905 key products of solar -system solutions during the solar -industry trade show Intersolar North America in San Francisco this Office: 805-388-6388 week. Advances range from the companys Sunmodule XL - a high-power 72-celt mono -crystalline solar panel - to innova- devon.6chosM(at)s°i4rwnrid•usa.com tions in 60 -cell panels, mounting systems and Inverters. SolarWorld solar panels and systems are also among the first >s: meet stricter new fire -safety requirements. The expanded product portfolio and certifications highlight Solarworldt resolve to meet the rising diversity and evolving needs or customers in North America, where Solarwortd has been the largest crys- talline silicon solar manufacturer for nearly 40 years. "SolaeWdrid is ramping up its product offerings in step with the tremendous and fast-growing variety of our customer base," HOME ABOUT US CONTACT NEWSROOM CAREERS HOW SOLAR PANELS WORK SLOG TECHNICAL DOWNLOADS said Ardes Johnson, U.S. vice president of sales and marketing for SolarWorld. "The product and technology advances we are presenting this year at Intersolar reflect our resotve to hone our solar solutions to maximize customers' businesses.' FOLLOW Us: � O Available at commercial volume only since spring, the 72 -cell Sunmodule XL already is shipping in volumes of dozens of megawatts to U.S. commercial and utility -scale buyers. The product, offered at up to 315 watts, is among the highest -pet - forming 72 -cell solar panelsavailablv.. TheSunmodule XLwM be on display at SolarWoricrs booth (No. 7521). FOR HOME COMMERCIAL & PRODUCTS& PARTNER PROGRAM WHY SOLARWORLD GOVERNMENT SERVICES Along with SolarWorld's entire line of 60 -cell mono- and poly-crystaitlne solar panels, the Sunmodute XL is among the first se- tar panels to have undergone complete spread -of -flame fire performance testing and been classi€ted according to the up- Advantages of solar Cbmmerda) Sunmodule solar 2014 Authorized Made in America dated Standard UL (Underwriters Laboratory) 1703. in light of the characteristics of their materials and construction, So Home .Solar Financing Advantages of Solar panels instaHer ProgeaMEnergy TheS°tarWorid IarWorid s Sunmodule Plus, 5unmodule Pro and Sunmodule XL solar panels ale classified as Type 1. SolarWorid� Sunmodule Solar Mounting Installation Standard Hbrpe solar Systems Government & Military Systems registration redirett Protect glass -glass solar panels are classified as Type 3: Bankability Hoene Solar FAQs C°mmMdai Solar Inverters& MonrYrxing instalicrsummie•2014 J The result of the tasting regimen: When combined with Class>tinanci ass A mounting systems -such as Solarworid's 5unfix Plus racking So1ar2World Solar Horne Gallery n8 System Solutions Program overview Environmental u W j product - SolarWorld solar anels achieve a photovoltaic fire p p p system rating of Class A, a fire -code requirement that went into Commercial Solar Power Systems EPC solar projects 2014 Authorfzed Stewardship a d effect June 1 in parts of Cailfornla.Installer Program Commercial solar tale Pr°duct Safety Energy Conversion & r studies Training&Webinars UghtCapture In addition to producing solar panels and racking, SolarWorld partners with other bestAn-class manufacturers to distribute Project Gallery Log In W other solar products that measure up to the company's exacting quality and durability standards. This year, SolarWortd', ■ � booth will feature inverters from partners SMA and Enphase. SolarWorld - Enphase's first and only global module partner - _4S Wa U W distributes Enphase's M215 and M250, the industry's leading microinvertcrs, The company also sells SMAS new Sonny Boy TL. product line, the first inverters available In North. America that can continue delivering power from solar systems to homes 0. Or businesses during daytune power outages. Both SMA and Enphase inverters figure prominently In SolatWortd System So• a, W lullons, the company's complete pre-engineered and custom -engineered solar systems. j sdlarWortd Global "invesior Relations Privacy Policy 05olarwoddAmerkas, 2014- 20M Thiswebsbels powered i00t bidean• renewaWe energy. SolarWorld also has teamed with U.S. racking system manufacturer PanelCdaw to distribute a ballasted mounting solution Q W Q (of 2 7/12/7.(1 15 9•29 AM 2 of 2 1/12/2015 3:29 AM En~ MMS Microin enter # DATA En~Wmakwortem INPUT DATA (DO) Air2r5-6o=2I.L-IG-82218t° 3/M Recommended input power (STC) 190 - 270 W Maximum input DC voltage 48V Peak power tracking voltage 27 V - 39 V Operating range 16 V - 48 V Min/Max start voltage 22 V / 48 V Max DC short circuit current 15 A _ Max input current 10A OUTPUT DATA (AC) @208 VAC @240 VAC O71 - Peak output power 225 W 225 W e Rated (continuous) output power 215 W 215 W Nominal output current 1.1 A (A rms at nominal duration) 0.9 A (A rms at nominal duration) Nominal voltage/range 208 V / 183-229 V 240 V / 211-264 V Nominal frequency/range 60.0 / 57-61 Hz 60.0 / 57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25 (three phase) 17 (single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY CEC weighted efficiency, 240 VAC 96.5% i t CEC weighted efficiency, 208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA The, Elm 5 NRmbwedw with integrated ground delivers increased emW harvest and Ambient temperature range -40°C to +65°C reduces, design and it as tion complexity with fits all -AC approach. With the advanced M215,1 e DO dmuit is isolated and insuLated from (round, so no GrourwJ Eleciwtle Calndliwtor (GECj is m%qW ed Dimensions (WxHxD) 163 mm x 173 mm x 25 mm (without mounting bracket) for tw mior. ilinveirter. This fUrt1w simplifies installation, enhances sat*, and saves on kbor and Weight 1.6 kg (3.4 lbs) Of rrla7tS CCiS1a Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 W� FEATURES Tile Enphaw M215 integrates seamMs* with tfle Engage Cable, the EnvW Corry micatiioms Z GatgW, and Enlighlted% Enphweis monitofing and ana"s sofftlltat@. Compatibility Compatible with 60 -cell PV modules. Communication Power line U PRODUCTIVE SIMPLE RELIABLE Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable. - Maximizes energy production - No GEC needed for microinverter - More than 1 million hours of testing No additional GEC or ground is required. Ground fault protection Is w integrated into the microinverter. W - Minimizes impact of shading, - No DC design or string calculation and millions of units shipped _ dust, and debris required - Industry-leading warranty, up to 25 M Monitoring Enlighten Manager and MyEnlighten monitoring options N - No single point of system failure -Easy installation with Engage years Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, w W 0.4-04, and 107.1-01 CL Cable ' Frequency ranges can be extended beyond nominal if fequired by the utility to W elle"' rise �� To tin ma a afbout Ertphrase R+licx»nirnr�tesr tecftrroloc�y.ATNenph o J H < E N E R 6 Y C vM t'�.0W" E N E R D Y 02DIA 6jph" EkoW. Al rki tt tea&v" Al haft swW or b drift in 1116 dooirMA be oegWared bir Utilir respec" owe. Z Q Product Data Sheet DU221 RB Safety Switch, 30A, Non -Fusible, 2 -Pole SGi1JAAE D biiSthneider E I c c t r I c List Price $177.00 USD Availability Stock Item: This Item is normally stocked In our distribution facility. Technical Characteristics Number of Poles 2 -Pole Terminal Type Lugs Type of Duty General Duty Maximum Voltage Rating 240VAC Wire Size #14 to #8 AWG(AVCu) Action Single Throw Ampere Rating 30A Approvals UL Listed File Number E2875 Enclosure Rating NEMA 3R Enclosure Type Rainproof and Sleet/fee proof (Indoor/Outdoor) Factory Installed Neutral No Disconnect Type Non -Fusible Mounting Type Surface Shipping and Ordering Category 00106 - Safety Switch, General Duty. 30 - 200 Amp, NEMA3R Discount Schedule DE1A GTIN 00785901490340 Package Quantity 1 Weight 4.62 lbs. Availability Code Stock Item: This item is normally stocked in our distribution facility. Retumability Y Country of Origin MX As standards, specifications, and designs change from time to lime, please ask for confirmation of the Information given in this document. U LU Z Z O U D U Q I Lv Li 0 U li.l to CK LJ GeneWed: 06Y.1a120a0 15:15.03 F— U Q Schneider ® Z010 Schneider Electric. Aff rights reserved. 1 �f@ctt"fc Q Product Data Sheet 00112L125GRB LOAD CENTER QO MLO 240V 125A 1 PH 12SP Technical Characteristics {St3lJAFiE I] . bySth"eld" E.1ce%rlc List Price $285.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. Main Type rnnuorQ%.Io • Factory installed I1whi lugs Maximum Single Pole Circuits-- - 12 Maximum Tandem Circuit Breakers .__o_._ Phase -. ... - 1 -Phase spaces 12 Ampere Rating 125A Application - _ Designed to meet residential, commercial and industrial requirements to protect electrical Country of Origin -_.- systems. equipment and people. Voltage Rating 120/240VAC Wire Size if6 to 2/0 AWG(AUCu) Wiring Configuration . ^ 3 -Wire Depth - - - - �'- 4.52 Inches Height 18.92 Inches Approvals UL Listed Cover Type Surface Width - 4.75 Inches Bus Material Tin Plated Copper Enclosure Type Outdoor/Rainproof Box Number 3R Enclosure Rating � . -------NEMA 3R Grounding Bar . 'Included_ Short Circuit Current Rating 85kA ,Notes: Side hinge door device allow 1.25 inches on the left side for door to open. Shipping and Ordering Category 00002 - Load Centers, Outdoor, 1 phase 12-42 CKT,NEMA3R Discount Schedule �.. ---DE3A GTIN 00785901867852 Package Quantity 1 Weight _ .... __ _ ...._..__.... . _ ...._ . _ ..-_....._. _.... 20.93 lbs. Availability Code ...... . __ _ Stock Item. This item is normally stocked In our distribution facility. __ . _ ._ ....... Returnability _ - ._..�..__..._ . Y — Country of Origin -_.- US Generated: 04/4412011 18:38:33 ® 2011 Schneider Electric. All rights reserved. Schneider VEtectric Of W H Z W U Q O J I- W W 2 U W tl N X W Qf 0 H U Q W Z) Z a MISM20CA13:112 CROSSRAIL MOUNTING SYSTEM EVALUATION Feb 20, 2015 • PAGE 2 OF 3 -};f3!D:2tz 1i?Iti February 20, 2015 � and wind load determination. Seismic criteria were considered per provisions of ASCE 7-10 Everest Solar Systems LLC Chapter 13 with parameters specified below. While seismic effects did not appear to govern the 3809 Ocean Ranch. Blvd, Suite 1113j capacity of this system, applicable seismic detailing requirements should be satisfied when installed Oceanside. CA 92036 `--e Attn: Andy Neshat ENGI N.eER1 NC's + DES;GN per the manufacturer instructions and additional installation notes specified herein. W WW, MSEOLLC . COM RE: CrossRall PVPanel Mounting System. Evaluation Loading Parameters: o Ground snow load: Varies To whom it may concern: o Ultimate 3 -second gust wind speed (V):.110-170 mph o Building roof mean height. 30 ft. or less Per your request, Moment Engineering + Design has performed a comprehensive structural o Roof wind pressure region: done 1 -Zone 3 analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the o Structural risk category: it g State of Cal.ifo nia. When installed per the conditions and design criteria described herein, the . o Windexposure: 8, C, D CrossRail Solar PV Mounting System is compliant with the sections of the design reference o Seismic site class: D documents noted below. o Seismic design category: A through E o 0.2s MCER ground motion parameter (Ss): Not to exceed 2.000 Design Reference Documents o Is MCER ground motion parameter (Si): Not to exceed 1.250 0 2013 Triennial Edition of Title 24, California Code of Regulations o Component importance factor (1R): 1.0 Based on 2012 International Building Code & 2012 International Residential Code o Component acceleration factor, Cap): 1.0 o ASCE/SEI 7-10 - Minimum Design Loads for Buildings and Other Structures o Component response modification factor (RQ): 1.5 Q 2010 Aluminum Design Manual, by the Aluminum Association o Panel orientation: Portrait or Landscape o Section and materials data provided by Everest Solar Systems o Panel installation angle: Flush with roof slope Rail section properties appear in the appendix to this report ` ro o Roof slope (0): 0-7', >7-27", >27-45" Overview Design Results The CrossRail PV -panel roof mounting system consists of extruded aluminum support rails The allowable span lengths of the system are principally controlled by applicable wind and snow spanning between points of attachment on an existing roof structure. This analysis is limited to loads to the structure. Refer to the CrossRail span tables in the appendix to this document :for capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof recommended rail configurations based on combinations of these loading parameters. Note that structure shall be the responsibility of the installer, and should be analyzed by a registered design reaction loads provided in the attached tables arts only applicable when used with the professional where required by the local authority having jurisdiction. corresponding span length recommendations provided. therein. These reactions may he scaled linearly when shorter spans are used. Methods &Design Parameters ' Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance Nn ith lengths, based on assumptions of Installation Notes current code requirements to determine allowable rail span The following guidelines apply to all installations using the CrossRail product line: single -span conditions and allowable deflection of L/50. • Tables assume two independent support rails per row with either panel orientation. w • Maximum end cantilever of aluminum support rail shall not exceed one-third (1/3) of Uj = Design wind pressures were determined using Components and Cladding calculations in Chapter allowable span in the roof wind pressure zone of the cantilever. 0 25-30 of ASCE 7-10, using the loading parameters listed below. Configurations not conforming to • Rails shall be continuous (not spliced) over a minimum of two supports. W these parameters will require additional analysis, Calculation of applicable roof snow load shouldCL • installation over roof overhangs or within 10" of any roof edge is not advised. 07 Cha 7 and Chapter be based upon ground snow load maps and equations and tactors of ASCE 7-10, p • Observe all local jurisdictional requirements regarding roof setback requirements Ix w applicable sections of the 2013 CBC. For designated Case Study areas noted in the 2013 Triennial • Ensure that actual span length does not exceed capacity of roof attachment. Edition of Tide 24, California Code of Regulations, refer to katal jurisdiction requirements for snow U moment; ENGINEERING t DESIGN LL 20530 Warwick Ave, Suite CS • Fairfax, VA 22030 • Phone: 703-998-23SOO Web: www.msegUc.com Ino Ment ENGINEERING + DESIGN M 10530 Warwick Ave, Suite CS 0 Fairfax, VA 22030 0 Phone: 703-998-23509 Web: www.msesUc:com CROSSP AIL MOUNTING SYSTEM EVALUATION Feb 20, 2025 O RAGE 3 dF3 Summary This assessment has provided design validation for code -compliant instailations of the CrossRail PV Mounting System in the State of California For the configurations and design loadings noted previously, the attached !span tables represent maximum span lengths based on allowable stresses and deflection criteria. For all other configurations, refer to Everest Solar Systems for engineering support. This report does not provide analysis of roof attachment hardware, nor of any existing structures, as may be required by the local authority slaving jurisdiction. We appreciate the opportunity to have assisted you with this project. Should you have any further questions regarding this analysis, please feel free to contact us by phone or email. Best Regards, AJRIq 11 or i ;1114. C80805 -c CILrit.,`� F4�,c CAL1`�a�= Shawn LUL P,E. Principal moment ENGINEERINIG + DESIGN sakellib Prnse,glllpm moment ENGINEERING { DESIGN 20530 War%vick Ave, Suite G5 • Fairfax, VA 22030 • Phone: 703.998-Z350s Web: wsww.mseglic.com 4 1 3 4 6 4b 11 li YIX 0 A X1 X_X i CMTILPER_ = t _� OF W SPM E Stainless Steel Hex Batt F AhAmii2um Evert-st Sdar Mid Clamp Stainless Steel Everest Solar IVIK2 Aluminuun Everest SWar GmssRail48 Alkiminumn Everest Sodas CmssRall 48 H Slay =11 Cr 32' QNen- Me fawavMg Qwb : •,I =rz 71 MCBC 2013. -UP to 12OKWt+ 4'dW Speed - UP -to loan linos 'Lwd I -Row 6411df5! Pressure 21rAe i - Ermure $ aft G - r_271 Roof Pltt�k - Check wUh iocal buNw0 department erAH.lfar-UM speertac ML*emea^rls Evereot Syler Systems, LLQ. DATA SHED: LTi19 CROSSRAL 48 MAX,RAIL SPAN 3809 Ocean Ranch Blvd. Suits $11 w Ope aside, CA 92056 ALL VIMEMIONS PAW N A. INCHES [AIM] Creded LA. 20140422 tiV11'ER AL rL1lMINtiv K hEFEREpiCE aRf�4EER /A Raleamr LX ZO1tit4 t RNM4: MILL FlNMIJ IF— 1:4 1 sE a.. PAIS 94EET 1 OF 1 Itch 4a*q ib H* siik, pts d EY44O SIr St*inr LUG F it Ff* * bit *P'7rW anal rani oil be "W, tspol iod W 6NIbuw lg b 4ird pel wap opliW pftfN t;u! NOTICE OF COMPLETION UL' AND AUTHORIZATION TO APPLY THE UL MARK 01IM2015 Everest Solar %-stents Dan Grw Ste 1i1 3809 Ocean Ranch BW Ca 92M. Us out PAderenew. Ffie`E467724, Vol. i Project Number Your Relienenae: D.Glaser 10107-3 F pr ojed Scope: Fire System Testing - Evet+est 005~ Systern Udltd"9 CrossRafl 48 rafts>.0 llws A Systern fire rating iNth Uded Tyrie f and 2 nrodules Dear tart Glaser. Cof%Wulabons! UL`s invesWation of yourproduct(s) has been rued under the above Refirence Number and the product was determined tocomply wiftr the aplicabte reghrjretrtents. This letlmr twnponeprTy supplements the UL FotlovwUp S6rvicis Proved" and serves as m6orization'b appty the UL Mark at ault wined fatdories under U'L� FoNoaa-Up Servi6e program. To provide ywr nis.nufacturer(s) with the funder! nuttrubadon to use the UL Mark you must send a ropy of Ods notice to each mwri6facturing location earmmSyaudwized under Fite E467724, Vol: 1. I Records in tie Folkra-Up Seri ices Procedure covering the 1praduct are o being prepared and will be sent in the 1' near fi ture , Ural Own, this letter authori�ss aW'Icaflon of the UL Mark fort90 days ftarn Ore time Indicated above. III Additional rteWirernafs netaaed to your responsfbifitiies as the Applicant can be found in the docutnent'Appficant` responsibiRies retabed to Earty Authorizations' at can be found at thr' foll� l" wee -sits. httv lhvww:ul.eoatrtiE�ibitities i yy � Any information and docuntortation provided do you involving UL Marl services we provided ext behalf of UL LLC_ (UL) o`r any &**rued kwwee of UL. i We are excited you are now able to apply the ULIMark your products and appu+edata your business. Feel free to contact me dr any of our t�too�r Service-represerita'ttaes if yqu have any questions. ; Y truly Yours, Re iewed by. MOM Wang Druce A: M4Whrenhok 047404-3951 047-8W=9 Settlor PMjiect Engineer cpo okad r NaOt *%Wafte@ul.com t3wwAMahren holw.cbm ISIMBOOF1168 Ttis isan eM r gerht mbW tetteyr. &VOterm am WA rr gdmd liar oris dwaAm rpt to be vaiei. 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A c o m cs � � 3 � ,02 G O 1 a, LL-1 afik lie .�,a ? o011i fa 00 c x Ln sg ° z MANUFACTURER SPEC SHEET — LUGS CALCULATIONS FOR Job: GARCIA SOLAR PANELS Address: 52811 Avenida Villa La Quinta, CA 92253 INDEX TO CALCULATIONS Sheet Item 1 design loads, wind uplift check 2 attachment check, lateral check Engineering Calculations Performed By: Doug Engineering 20751 Kelvin Lane, Huntington Beach, CA 92646 949-285-5104 For: Burke Electric 3283 Trade Center Drive Riverside, CA 92507 (951) 368-4050 Project Number BKE-1035 Date: 6/22/2015 BASIS FOR DESIGN CODE: 42013 California Building Code ASCE 7-10 LIVE LOADS ROOF 20.0 psf LATERAL Seismic Design Category: D Seismic Use Group I SS 150% S1 60% WIND Exposure C Vas 110 mph Ir„ 1 Ke 1 a 3 ft Pnet = % x Ke x O'C 69163 �:noj a EXP. 06-30-16 * `N ClvIL OF cap' R 6.5 SDS 1.4 SD1 0.78 1 1 Figure 30.5-1 -Components and Cladding Table values are multiplied by X ?, = 1.21 Expos..ire C x Pnet3a 1 1 1 roof slope 7-27 degrees ^crib = 20 sf rZone 1 New = -23.5 psf (interior zones) : All panels within Zone 1&2 lZone 2 Pnet _ -38.6 psf (end zones) (Use Zone 2 Value Zone 3 Pnet3o = -52.6 psf (Comer Zones within a) Downward for all zones 13.8 psf w PROJECT: Garcia Solar Panels CLIENT: BKE BY: DM Doug Engineering SHT. 1 OF 2 Civil Engineering DATE 6/22/2015 DE JOB NO. BKE-1035 Trib panel width = 4 ft DESIGN LOADS E 1500000 psi Dead Loads 900`1.5'1.15 1553 psi 1 Roof Ma11mQx4wnd = 1109 ft -Ib Span1 Comp. Shingle 3.5 psf Pupliaz, = 23.5 psf 5/8" Ply shtg 1.9 pup1itQ2 = 38.6 psf Rf Frm'g 2.8 PWLdown = 13.8 psf 5.75 ft Misc. 1.5 Uplift 0.6DL+0.6WL (N)'PV'System 3.0 Zone 1 0:6'3:0-0:6'23.5 -12:3 psf Wind Mmax P- Mmax Zone 2 0.6'3.0-0.6'38.6 -21.36 psf Total DL 12.7 psf Downward DL+0.6WL Pts) LL 20 psf Pct+y„L = 11.3 psf Uplift Check Existing 2x4 rafters @ 24" ox Spacing 2.00 ft Trib panel width = 4 ft E 1500000 psi Fb = 900`1.5'1.15 1553 psi 1 5 in"4 Ma11mQx4wnd = 1109 ft -Ib Span1 5.67 ft M81bN2x4LL = 867 ft -Ib Span2 5.67 ft See below for Wind Uplift loads Span3 5.75 ft due to concentated loads at attachments (Distance Wind Mmax P- Mmax to Att. Load Trib Load wind(ft- PVDL live(ft- Pts) a b R1 (lb) R2 (lb (psf) W (ft) (lb) Ib) (It) lb) Panel Edge 3.00 1 4.00 4.00 1.67 -08.2 -163.2 -21.4 4.0 -231.4 -272.6 325 33.31 2 7.42 1.75 3.92 -133.3 -59.4 -12.3 4.0 -192.7 -232.9 47.0 49.42 Panel Edge 8.42 Panel Edge 8.42 3 9.42 3.75 1.92 -45.2 -88.0 -12.3 4.0 -133.3 -169.3 325 41.3 4 12.83 1.49 4.26 -100.0 -35.1 -12.3 4.0 -133.3 -149.4 325 36.44 Panel Edge 13.83 Panel Edge 13.83 5 13.83 6 14.83 Panel Edge 18.33 Panel Edge 19.33 7 20.33 9 23.71 Panel Edge 24.71 Span 1 Uniform DL 5.67 33.0 33.0 5.8 psf 2.0 11.6 plf 46.8 Span 2 Uniform DL 5.67 33.0 33.0 5.8 psf 2.0 11.6 46.8 Reactions at Span1 -35.2 -130.2 Negative values are uplift reactions Reactions at Span2 -67.0 -2.1 Mmaxwinduplift = 410 ft -Ib < 1109 ft -Ib OK For DL+LL including the PV system weight point loads w = 59.4 plf P = 32.5 Ib Mmax = 326 ft -lb < 867 ft -Ib OK CHECK SCREW ATTACHMENTS FOR WIND UPLIFT Pwup,,f = 231.4 Ib 5/16" Lag with min 2.5" penetration for each attachme-it Table 11.2A - NDS - Lag Screw Withdrawal Values For 5/16" Lag into .5G wood 266 Ib Allowable wind bad = 1.6'2.5'266 1064 Ib > 231 Ib OK PROJECT: Garcia Solar Panels CLIENT: BIKE BY: DM Doug Engineering Civil Engineering SHT. 2 OF DATE DE JOB NO. BKE-1035 Everest Railing Check Load for half a panel = 2.7' W = 58.32 pif Per the Everest Engineering for 110 mph and 0 psf snow, the max span for Crossrail48 Rails is 95" in Zone 1 and 80" in zone'2 Use Crossrail48 PV Rails with a spacing of 48" o.c. max for attachment points, typ. N O N n A O at LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING 2 6/22/2015 A.a.iwN Table 17: Maximum Span Length lin.) • Wind Exposure C Condition 2000 sf Exposure U timate windRail Wroo{exmng = 9.7'2000 = 19400 Ib Roof Snow Load (psf) 711 Ib Wwauexiseng = C 4800 lb Type 218.21 lb Wexisung = 24200 Ib Warray = 929.21 Ib V = 0.182W Speed, V Vroorexisnng = 4404 Ib Existing Total Lateral Force Vroofwpenels = 4574 Ib 0 10 20 30 40 50 4404 stress of existing X80118 OK 97 81 71 64 110 X48 95 89 77 66 58 52 X80 124 117 97 81 71 64 115 X48 93 88 76 66 58 52 120 X80 122 116 97 81 71 64 c X48 91 87 75 66 58 52 X80 118 113 95 81 71 64 " a 130 X48 86 85 74 65 58 52 o 140 X80 114 1.11 93 81 71 64 c X48 82 82 72 64 58 S2 3 X80 111 108 91 80 71 64 0 150 X48 78 78 70 62 57 52 160 X80 105 105 89 79 71 64 'r X48 73 73 68 61 56 52 170 X80 99 99 87 78 70 64 X48 68 68 66 60 55 51 X80 116 116 97 81 71 64 110 X48 80 1 80 77 66 58 52 X80 111 111 97 81 71 64 115 X48 77 77 76 66 58 52 X80 106 106 97 81 71. 64 ,0 120 X48 73 73 73 66 58 S2 ✓; X80 98 98 95 81 71 64 t2130 X48 68 68 68 65 58 52 140 x8o 91 91 91 81 71 64 c X48 63 63 63 -63 58 52 3 x80 85 85 85 80 71 64 g 150. X48 58 58 58 58 57 52 X80 80 80 80 79 71 64 160 X48 55 55 55 55 55 52 x8o 75 75 75 75 70 64 170 X48 51 51 51 51 51 51 LATERAL ANALYSIS DETERMINE ADDITIONAL LOAD COMPARED TO EXISTING FOR LATERAL LOADING 2 6/22/2015 A.a.iwN = 2000 sf Wpanei = 39.5 Ib Wroo{exmng = 9.7'2000 = 19400 Ib 18 'Wpanei = 711 Ib Wwauexiseng = 15.80.4 = 4800 lb W,Mf.nay = 218.21 lb Wexisung = 24200 Ib Warray = 929.21 Ib V = 0.182W Vroorexisnng = 4404 Ib Existing Total Lateral Force Vroofwpenels = 4574 Ib New Total Later Force % increase = 4574increase which results in less than a 10% increase in the 100%-100% = 4°k 4404 stress of existing lateral resisting elements OK