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BSOL2015-0196
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: JOSEPH TROMBINO COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT BSOL2015-0196 54100 AVENIDA CORTEZ 774192005 RUIZ/10.83kW PV SYSTEM - (38) 285W PANELS/(38) MICROINVERTER $25,000.00 N,0V 12 2015 CI iY OF :A QUINTA TY DEVELOPMENT DEPARTMENT 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.: Date: Contractor: OWNER -BUILDER DECLARATION 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 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil.penalty of not more than five hundred dollars (S500).: (Aml, 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.). (h 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: !� yZ /� Owner: CONSTRUCTION LENDING AGEN �o 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. Cf. Lender's Name: Lender's Address: ' 33 ` VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/12/2015• Owner: MARK RUIZ 54100 AVENIDA CORTEZ LA QUINTA, CA 92253 Contractor: OWNER'/ BUILDER Llc.'No.: 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 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 Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: nt: 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 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, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit 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 representatives of this city to enter upon the above-mentioned property for inspection purposes. Date: Signature (Applicant or Agent): "� �x7DESCRIP ON R... ' ACCOUNTS, Q AMO NT :PAID C0 A E BSAS SB1473 FEE 101-0000-20306" 0 $1.00 .$1.00 11/12/15 k,.'k�'�'pF' F METHOD v --RECEIPT Vim" "'� y: -�s- # CHECK#D G b NEW= C ihr ` 1,31Y BY MARK RUIZ DEBIT, R10793 SGU Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1:00 srDESCRIPTION >SACCOUN1�Q IM AMOUNT' x� �;� RI PAID , �' �PAID,DATE PV SYSTEM - ARRAYJIRST 20 101-0000-42403 0 .$24.17 $24.17 11/12/15 PAIDBY�u, .r . META x ry CEP# CFiEC # `LTDBY MARK RUIZ DEBIT R10793 SGU x¢DESCRIPTION.,ts Q� •'>.�. .a.5...v hE.s.L` i' :`,$} r AC OUNT33y(Q ff ^_` �.w.a��"i.� Y £.�i==.-_ `AMO NTF 4.- ,.�Ctlrt`.#t�r 2k3'T�� PA D' - PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 11/12/15. _�cAk IBY�� D A4 aDPR.:'. EvC'.EP,? bxMK9M MARK RUIZ DEBIT R10793 SGU DESCRIPTION KL ACLUOUNT .a�1. .§k�< aw�`1`!'xv`i 1,R- �^„ PAIDPAIDDATt PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $48.34 $48.34. 11/12/15 ° PAID BY�M� HET OD REC PT# C E KCE KC #a �� C TD BY MARK RUIZ DEBIT 1110793 SGU DESCRIPTIONACCOUNT 0. �. ARM A� OST, PAID�PAIDDATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $48.34 $48.34 11/12/15 X%% sPAIDBY�METMODx rs.t -RU..'fx' g •, k RECEIPT # v'"YJ '�..5.'..w"&A, CHECK # CLTD B a .. MARK RUIZ - 'DEBIT R10793 SGU 'Total Paid for ELECTRICAL: ", $145.02 $145.02 r4DE5CRIP�TION w�� w x ..v000IIfdT>, QTYX ' AMOUNT PAID.. sDDATE PERMIT ISSUANCE 101-0000-42404 0. $91:85 $91.85 11/12/15 v. MET1iOD RECEIPT #Y,,� � CHECK'# ��" ti f CL<TDaBY MARK RUIZ DEBIT R10793 SGU Total Paid for PERMITISSUANCE: $91.85 $91.85 .37.87• A Description: RUIZ/30.83kW PV SYSTEM - (38) 285W PANELS/(38) MICROINVERTER Type: SOLAR Subtype: Status: APPROVED Applied: 10/2/2015 MFA Approved: 11/10/2015 LUR Parcel No: 774192005 Site Address: 54100 AVENIDA CORTEZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 258 Lot: 20 Issued: UNIT 24 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $25,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 MARY FASANO Details: 10.83kW SOLAR ARRAY - (38) 285W SOLAR WORLD PLUS W(37) ENPHASE M250-60-2LL-S2X MICRO -INVERTER [558SF] 2013 CALIFORNIA ELECTRICAL CODE. Printed: Thursday, November 12, 2015 2:57:47 PM 1 of 3 CL?L.II.J■I_j�/J' SYSTEti1S ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK PICKED UP MARY FASANO 10/12/2015 10/12/2015 OWNER PICKED UP PLANS FOR REVISIONS PLAN CHECK PICKED -UP STEPHANIE KHATAMI 10/20/2015 10/20/2015 JOSEPH TROMBRO PLAN CHECK SUBMITTAL MARY FASANO 10/2/2015 10/2/2015 RECEIVED RESUBMITTAL STEPHANIE GUMPERT 10/15/2015 10/15/2015 RESUBMITTAL STEPHANIE GUMPERT 11/3/2015 11/3/2015 TELEPHONE CALL LUIS URIBE 10/9/2015 10/9/2015 LEFT A MESSAGE FOR JOSEPH. PLANS ARE READY FOR CORRECTION. TELEPHONE CALL LUIS URIBE 10/19/2015 10/19/2015 LEFT MESSAGE FOR JOSEPH. 2ND REVIEW IS COMPLETE AND READY FOR CORRECTIONS. TELEPHONE CALL LUIS URIBE 11/10/2015 11/10/2015 SPOKE WITH JOESPH. PERMIT IS APPROVED AND READY TO BE ISSUED. Printed: Thursday, November 12, 2015 2:57:47 PM 1 of 3 CL?L.II.J■I_j�/J' SYSTEti1S Printed: Thursday, November 12, 2015 2:57:47 PM 2 of 3 N?sysrrMs CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY - STATE ZIP PHONE FAX EMAIL APPLICANT JOSEPH TROMBINO (760)363-3891 CONTRACTOR OWNER / BUILDER CLTD (760)363-3891 ACCOUNT QTY AMOUNT OWNER MARK RUIZ 54100 AVENIDA LA QUINTA CA 92253 (760)363-3891 CORTEZ , Printed: Thursday, November 12, 2015 2:57:47 PM 2 of 3 N?sysrrMs FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # I METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 11/12/15 R10793 DEBIT MARK RUIZ SGU Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $24.17 11/12/15 R10793 DEBIT MARK RUIZ SGU FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $24.17 11/12/15 R10793 DEBIT MARK RUIZ SGU FIRST 20 PC PV SYSTEM - MISC 101-0000-42403 0 $48.34 $48.34 -11/12/15 R10793 DEBIT MARK RUIZ SGU EQUIPMENT PV SYSTEM - MISC 101-0000-42600 0 $48.34 $48.34 11/12/15 R10793 DEBIT MARK RUIZ SGU EQUIPMENT PC Total Paid for ELECTRICAL: $145.02 $145.02 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 11/12/15 R10793 DEBIT MARK RUIZ SGU Total Paid for PERMIT ISSUANCE: $91.85 $91.85 TOTALS: Printed: Thursday, November 12, 2015 2:57:47 PM 2 of 3 N?sysrrMs BOND INFORMATION NOTES REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE REVIEWS STATUS REMARKS NON-STRUCTURAL - 1 WK LUIS URIBE 10/2/2015 10/9/2015 10/9/2015 REVISIONS REQUIRED BSOL2015-0196 -1ST 2ND BLDG NS (1 WK) LUIS URIBE 10/15/2015 10/22/2015 10/19/2015 REVISIONS REQUIRED 0 3RD BLDG NS (1 WK) LUIS URIBE 11/3/2015 11/10/2015 11/10/2015 APPROVED BOND INFORMATION Printed: Thursday, November 12, 2015 2:57:47 PM 3 of 3 sysirms 'Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED - BSOL2015-0196 -1ST DOC 10/9/2015 LUIS URIBE 1ST REVIEW SOLAR REVIEW SOLAR 0 CORRECTIONS LIST CORRECTIONS LIST.docx BSOL2015-0196 - 2ND DOC 10/19/2015 LUIS URIBE 2ND REVIEW SOLAR REVIEW SOLAR 0 CORRECTIONS LIST CORRECTIONS LIST.docx Printed: Thursday, November 12, 2015 2:57:47 PM 3 of 3 sysirms 4z.,j a. 4-o v { lete with all requested information and original partment at (760) 777-7125. t least one panoramic view of each side"of the site, eatures of the site. Printed images shall be at least artment at (760) 777-7125. ne copy of each required sheet, map or plan in the prescribed as a comprehensive set, and folded so IIliad plans will not be accepted unless specifically eets shall be drawn on uniform sheets no greater Department prior to initial submittal). Each sheet scaled, fully dimensioned, drawn at the same scale information as described in this section for each Bin #t (, Permit #1 n ' 'Project Address: 1— 100 City of La Quinto Building a Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet COwner's Name: (� A. P. Number: Address: Legal Description: Contractor: City, ST, Zip: Telephone: P one: Address: oject Description: l O City, ST, Zip: clehon e: Telephone- P State Lie. # : State Arch., Engr., Designer: City Lie. M. Address: City, ST, Zip: Telephone- State Lie. /Name of Contact Person:66. Construction Occupancy: ton Type: New Add'n Alter Repairai Project type (circlele one): r Demo Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: j timated Value of Project: (� APPLICANT: DO NOT WRITE BELOW THIS LINE N Submittal Rcq'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance, Title 24 Cates. Plans picked up Construction Flood plain plan . Plans resubmitted 114cchanical Grading plan 2" Review, ready for-corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.O.A.Approval Plans resubmitted Grading IN IiOUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Sckool.Fces, Total Permit Fees J� �F Twitau&rcv P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-15.04 78-495 CALLE TAMPICO LA QUINTA,, CALIFORNIA. 92253 BUILDING & SAFETY DEPARTMENT PROPERTY OWNER'S PACKAGE (760)777-7012 FAX (760) 777-7011 Disclosures & Forms for Owner -Builders Applying for Construction Permits IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at S"c.' 1' 0 0. Ny' czN L b />- e -c> Px& Z. . L/- S� V k W CA C-/`- SS L Z -S- 3 We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. A1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained.by an unlicensed person and his' or her employees while working on my property. My homeowner's insurance may not' provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. �. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. . I understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his of her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. Of 5.I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. . I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide. workers' compensation disability insurance, and contribute to unemployment compensation'for each "employee." I also uderstand my failure to abide by these laws may subject me to.serious financial risk. 7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build thein with the intent to offer them for sale, unless all work is performed by licensed . subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. _ML8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workmanship or materials. I1 A. I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1- 800-32 1 -CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. 10. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally: and financially responsible for proposed construction activity at the following address: 11. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as.well as employers. M, 12. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and. wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. c Signature of property owner Date: /0A/_/ Note: The following Authorization Form is required lobe completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign; and file the documents necessary to obtain an Owner-Builde Permit for my project. Scope of Construction Project. (or Description of Work): l �.5 CD %Gc� �614a Project Location or Address: 5-Y /U tj Avow k !DIA +C_� ;-�—f :�:7 Z Name of Authorized Agent: 3090/ O ttg • t'�'l / /✓ Tel No / & 6 2- % 2 0 6 j -% Address of Authorized Agent: 30 90lqlU(��So>� Oy ��dto &uZr. ,Tg!_ I declare under penalty of perjury that I am the property owner for the address listed. above and I personally filled out the above information and certify its accuracy. Note: A copy of the.owner's driver's license, form notarization, .or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owners signature. Property Owner's Signature: Date: 65L)L ;61S -oil 0( -LOAD CALCULATIONS -PREPARER-JOSEPH TROMBINO-(760)272-0837 -MARK RUIZ RESIDENCE -54100 Avenida Cortez, La Quinta -GENERAL -1,361 Sq. ft. @ -6-appliance circuits @ -FIXED APPLIANCE LOAD -Garage Refer@ 850watts -Garage Lift @ 540watts -Kitchen refer @ 870watts -Electric stove @ 1800watts -Microwave @ 900watts -Blender @ 1200watts -Toaster @ l 000watts -Coffee Maker @ l 000watts -Dishwasher @ l 000watts -Fixed app, total=9240watts -General lighting= 13,0 8 3 watts =22,323 watts WATTS/ea. 3w/Sq. ft. = 4,083 watts 1500watts = 9,OOOwatts =13,083watts -FIRST 10,000watts @ 100% 10,000watts -Remainder @ 40% 1,233watts 11,23 3watts MECHANICAL LOADS NOS 0 31015 t -Garage AC @ 1340watts Cv L -Outside AC @ 9600watts C0100\1 =10,940watts -TOTAL UNIT LOAD=22,173watts-22,173watts @ 120/240v 1ph, 3w = 92.4amps PI-odUct Data Sheet DU322 Safety Switch , 60A, 240VAC, Non -Fusible, General Duty, 3 -Pole Q SQUARE D 5chneicier Electric List Price $137.00 USD Availability Stock Item: This item is normally stocked in our distribution facility. Technical Characteristics Ampere Rating 60A Action Single Throw Approvals UL Listed File Number E2875 Height 9.25 Inches Enclosure Rating NEMA 1 Factory Installed Neutral No Enclosure Type General Purpose (Indoor) Disconnect Type Non -Fusible Depth 3.63 Inches Number of Poles 3 -Pole Maximum Voltage Rating 240VAC Terminal Type Lugs Mounting Type . Surface Type of Duty General Duty Wire Size #10 to #2 AWG(AI) - #14 to #2 AWG(Cu) Width 6.75 Inches Shipping and Ordering Category 00006 - Safety Switch, General Duty, 30 - 200A indoor Discount Schedule DE1A Article Number 785901491743 Package Quantity 1 Weight 4.2 lbs. Availability Code S Returnabitity Y As standards. specifications, and dosigns change from tin-io to time. please ask fur ;;n;ifirn'ziiun of the information given in this: document. 02008 Schneider Electric. All rights reserved. Schneider ;qEIectric Sunmodule;/Plus SW 285 MONO 3�,p.tuv.eo� TUV Power controlled: 3 TOVRt1eI L Lowest measuring tolerance in industry i0 000002p��1 'I Every component is tested to meet 3 times IEC requirements J AlDesigned to withstand heavy accumulations of snow and ice OSunmodule Plus: Positive performance tolerance 'J tar 25 -year linear performance warranty and 10 -year product warranty J 9 Glass with anti -reflective coating J World-class quality Fully -automated production lines and seamless monitoring of the process and mate- rial ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25 -year linear performance guarantee and extension of product warrantyto 10 years SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course of 25 years, a significant added value compared to the two-phase warranties com- mon in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years.' In accordance with the applicable SolarWorld Limited warranty at purchase. www.solarworld.com/warranty sola rworld.com G"Iffd. IEC 8,215 • 9 •AovmN. nwlC.nnIEC SIM ft -d P"10 S SP® fflESITrzslT &ALTM SrANf \� MOTOVMTNC MODUCT C US UL 1703 :: Home Innovation MOSS GREEN CERTIFIED. ISO 9001 F0 IS014o01 Certified MADE IN USA OF US IMPORTED PARTS Joseph Trombino - 38801 Nielson Rd. w Rancho Mirage, CA 92270 760-272-0837 - CSL8# 885837 C•10 r——••—•-------------- — ------------------------ 104' — — — — — — — —------- — ----- I I Ruiz Residence 10.83 kW PV Grid -tie I y I 5ystem PV Array & Micro -Inverters - ! (AC Branch Circuit A)Nemesae I Mark Rua 11 54100 Avenida Cortez •��24 N 0 0 I U - PV Array 8Micro-inverters (AC Branch Circuit B) I 0 0 13' ° ° la Quinta, CA 92253 Drawn By, N. Franks Date: 8-6-1 s m j Driveway C: N I Q I ° I PV Sub -panel Utility Meter AC and Main Disconnect. Service Panel REV. DESCRIPnCN DATE BY h Avg. AF 51 Sheet - I of 3 N PV Array a Micro -inverters (AC Branch Circuit C) Scale: lin = 10ft. Oin. rae• APN: 774-192-005 51te Plan Sunmodule;-/ Plus SW 285 MONO PERFORMANCE UNDER STANDARD TEST CONDITIONS (STQ' Maximum power P,,,,, 285 Wp Open circuit voltage V. 39.7 V Maximum power point voltage Vm„ 31.3 V Short circuit current Ix 9.84 A Maximum power point current I -PP 9.20 A Module efficiency % 17.0% 'STC: 1000 W/m=, 25•C, AM 1.5 1) Measuring tolerance (P)traceabletoTUVRheinland:+/-2%(TUVPowerControlled) THERMAL CHARACTERISTICS NOCT 46 "C TC Iu 0.04 5o/ -C TC vx -0.30 %WC TC Pm„ -0.415' /-C Operating temperature -40"C to 85"C Ix 1 65.94 1.22 Module voltage M V. 1.33 (288) Version 2.5 frame bottom mounting holes -1— x 4 Q0 (107)* PERFORMANCE AT 800 W/mz, NOCT, AM 1.5 Maximum power P,,,,,, 213.1 Wp Open circuit voltage Va 36.4V Maximum power point voltage Vm„ 28.7 V Short circuit current Ix 7.96A Maximum power point current I -PP 7.43 A Minor reduction in efficiency under partial load conditions at 2VC: at 200 W/m2,100% (+/-2%) ofthe STC efficiency (1000 W/m=) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in (156.75 x 156.75 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.5 lbs (17.9 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC 11 /NEC 1000 V Maximum reverse current 25A Number of bypass diodes 3 Design Loads' Two rail system 113 psf downward 64 psf upward Design Loads' Three rail system 170 psf downward 71 psf upward Design Loads' Edge mounting 30 psf downward 30 psf upward Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA Powersorting' -0 Wp/+5 Wp 1 -Box IP65 Moduleleads PV wire per UL4703 with H4 connectors Module type (UL 1703) 1 Glass Low iron tempered with ARC VERSION 2.5 FRAME Compatible with both "fop -Down" and "Bottom" mounting methods 4rGrounding Locations: 4corners ofthe frame 4locations along the length ofthe module in the extended flanget All units provided are imperial. SI units provided in parentheses. <ni+.�un.0 nr. .or".,.or r�." .�n�.� ♦n m+Lo .ne.iF�+Hn...Mnnar ...:hFn� h nnti.n c�nr_m_�nmi is n_�mn Enphase® Microinverters Enphase@M250 The Enphase® M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all -AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway", and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE - Optimized for higher -power modules - Maximizes energy production - Minimizes impact of shading, dust, and debris [e] enphase® E N E R G Y SIMPLE - No GEC needed for microinverter - No DC design or string calculation required - Easy installation with Engage Cable RELIABLE - 4th -generation product - More than 1 million hours of testing and millions of units shipped - Industry-leading warranty, up to 25 years Enphase® M250 Microinverter // DATA INPUT DATA (DC) M250-60-2LL-S22, M250-60-2LL-S25 Recommended input power (STC) 210 - 310 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 OUTPUT DATA (AC) @208 VAC @240 VAC L Peak output power 250 W 250 W Rated (continuous) output power Nominal output current 240 W 1.15 A (A rms at nominal duration) 240 W 1.0 A (A rms at nominal duration) Nominal voltage/range LNominal frequency/range 208 V / 183-229 V 60.0 / 57-61 Hz 240 V / 211-264 V 60.0 / 57-61 Hz Extended frequency range' f Power factor 57-62.5 Hz >0.95 57-62.5 Hz >0.95 Maximum units per 20 A branch circuit 24 (three phase) 16 (single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY LCEC weighted efficiency 96.5% -- - Peak inverter efficiency 96.5% Static MPPT efficiency (weighted, reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA LAmbient temperature range -40°C to +65°C Dimensions (WxHxD) 171 mm x 173 mm x 30 mm (without mounting bracket) Weight 1.6 kg (3.4 lbs) Cooling Natural convection - No fans Enclosure environmental rating Outdoor - NEMA 6 - - - - - - - Connector type M250-60-2LL-S22: MC4 M250-60-2LL-S25: Amphenol H4 r - i 1_ FEATURES Compatibility Compatible with 60 -cell PV modules -' Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in i NEC 690.35. Equipment ground is provided in the Engage Cable. No additional GEC or ground is required. Ground fault protection (GFP) is integrated into the microinverter. Monitoring Compliance Enlighten Manager and MyEnlighten monitoring options UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO. 0-M91, 0.4-04, and 107.1-01 " Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, [e] enphase® visit enphase.com E N E R G Y Envoy Communications Gateway Envoy Communications Gateway - The Enphase Envoy® Communications Gateway provides network access to the solar array enabling comprehensive monitoring and management of an Enphase system. Solar professionals and system owners can easily check the status of their Enphase System using the Envoy's LCD display or get more detailed performance data via Enlighten® Software, included with purchase of Envoy. SMART - Includes web -based monitoring and control - Integrates with smart energy devices - Automatically upgrades and sends performance data SIMPLE - Plug and play installation - Flexible network configuration - No additional AC wiring required SCALABLE - Residential or commercial ready out of the box - Supports up to 600 microinverters � r l enphase® $A® LJ E N E R G Y C us Envoy Communications Gateway // DATA INTERFACE Power Line Communications 'Enphase proprietary Local Area Network (LAN) 10/100 auto -sensing, auto -negotiating, 802.3 LAN CONNECTION OPTIONS Cable Assembly, Ethernet, RJ45, Orange, 10ft Included with model ENV -120 Power line communication bridge pair Optional, order EPLC-01 Wireless N USB adapter (802.11b/g/n) Optional, order WF -01 POWER REQUIREMENTS �AC supply 120 VAC, 60 Hz Power consumption 2.5 watts typical, 7 watts maximum CAPACITY Number of microinverters polled Recommended up to 600 MECHANICAL DATA Dimensions (WxHxD) 222.5 mm x 112 mm x 43.2 mm (8.8" x 4.4" x 1.7") Weight 340 g (12 oz.) Ambient temperature range -40°C to +65°C (400 to 149°F) Cooling Natural convection—no fans Enclosure environmental rating Indoor NEMA 1 FEATURES Standard warranty term Two years Compliance UL 60950-1, EN 60950-1, CSA22.2 No. 60950-1 and IEC 60950-1, FCC Part 15 Class B API available System -level production data To learn more about Enphase Microinverter technology, [e] enphase® visit enphase.com E N E R G Y Quick Mount PV- MEET Quick Mount PV Tm is an all -in -one waterproof flashing and mount to anchor photovoltaic racking systems, solar thermal panels, air conditioning units, satellite dishes, or anything you may need to secure to a new or existing roof. It is made in the .USA of all aluminum and includes stainless steel hardware. It works with all standard racks, installs seamlessly and saves labor by not needing to cut away any roofing, will out live galvanized 2 to 1, and is a better low -profile mount. Flat Washer (B) 1" x 5/16"x_ Rubber Gasket 60 Durometer EP Sealing Washer (A) 3/4"x 5/16' Hanger Bolt 5/16" x 6 — 1-1/2" Machine, 1-1/2" Spacer, Mount & Flashing Aluminum Mount 2-1/4"I x 1-1/4"w x 1-1/4 Flashing .05" thick. For standard composition roofs: x 12", mount is attached 3" off c shake roofs: flashing is 18" x 18 attached 6" off center. Note: Mount is cast aluminum K Nuts 6" Patent Pending APPLOED VA4EROALS A EMOOUv11EEGlONS, ONC. Page 8 of 11 Classic Composition Mount I QMSC -" TOWARDS 3E 12.00 AVAILABLE IN MILL, CLEAR ANODIZED, AND BRONZE ANODIZED FINISHES. 12.00 1 PWPOflAV AMO CON00ENMkL MENFORI TION CONTANEDN1X6ORAWNGGMESOLEPROPERIYOFOIRCKNONMW. ANYREPROOWNION HPARIORAS A WHOLE WIMOLP INE WRRTEN PERMSDON OF ONCK AOLNI PV 5 PROM®OED. 5 4 6 5 RACKING COMPONENTS NOT INCLUDED 5 M DESCRIPTION QTY. 1 FLASHING, 12" X 12" X .050", 5052, MILL 1 2 QBLOCK, CLASSIC, A360.1 CAST AL, MILL 1 3 HANGER BOLT, PLAIN CENTER, 5/16" x 6", 18-8 SS 1 4 WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM BONDED SS 1 5 NUT, HEX, 5/16-18, UNC -2B, 18-8 SS 2 6 WASHER, FLAT, 19/64" ID x 7/8" OD x 1/8" EPDM 1 7 WASHER, FENDER, 5/16" ID X 1"OD, 18-8 SS 1 8 WASHER, SPLIT -LOCK, 5/16" ID, 18-8 SS 1 Quick Mount PV TITLE: AMSC: CLASSIC COMPOSITION MOUNT unL.eti�cnneNwut srtar¢m SIZE DRAWN BY: RAD REV DIMENSIONS ARE W INCHES L[ TOLERANCES: TRACTIONAL! I/B 6 A DATE: 7/23/2013 DONOTSCALEDRAWING TWO PLACE DECIMAL S.IB THREE PLACE DECIMAL :.175 SCALE: 1:1 W EIGHT:I.2E I SHEET 1 OF 1 3 2 1 'Sources: American Wood Council, NDS 2005,Table 11.2 A, 113.2 A Notes: 1)Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1 C for required edge distances. Q,uick Mount PVD RESPECT THE ROOF BI 7.2.3-7 Apr -2014, Rev 6 Lag • • .•.typical Lag Bolt Specifications Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per V thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 M Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 705 235 r Hem, Fir .43 636 212 Hem, Fir (North) .46 705 235 1 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 I Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 'Sources: American Wood Council, NDS 2005,Table 11.2 A, 113.2 A Notes: 1)Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1 C for required edge distances. Q,uick Mount PVD RESPECT THE ROOF BI 7.2.3-7 Apr -2014, Rev 6 Mr: Stuart Wentworth QUICK MOUNT PV Quick Mount PV Load Testing May 22, 2009 b. Shear Strength Project Number 108443C Three samples each of the two types of wood were tested for shear strength on May 12, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a shear load was applied to Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table II. Based on these results, the average shear strength of the hanger bolt in Douglas Fir and Cedar wood species were determined to be 2203 lbf and 19571bf, respectively. Photographs illustrating typical setups are provided in Appendix C. If you have any questions regarding the above, please do not hesitate to.call the undersigned. Respectfully Submitted, APPLIED MATERIALS & ENGINEERING, INC. ammedai az Laboratory Manager s ACCREDITED Page 2 of 11 C'L \A -\I Reviewed By: APPLEDD NATEROALS - EbSHEENONG, ONC . 2700 Mitchell Dr., Bldg. 2 (4uick Mount PV® Walnut Creek, CA 94598 www.guickmountpv.com RESPECT THE ROOF 925-478-8269 November 20, 2013 Engineering Letter Stamped Engineering Test Reports Do Not Expire To whom it may concern, Quick Mount PV offers extensive testing for all our products conducted by a third -party licensed professional engineer. All our third -party engineering reports are stamped by a licensed professional engineer at the time the reports were prepared and do not expire. Our engineering reports continue to be valid as long as the professional engineer's license (date within the stamp) was valid when the reports were prepared (the report date). Even if the license has expired between the time the engineering reports were prepared and the time when a local agency reviews them, the reports do NOT need to be re -stamped with a current stamp. This information is written into California State law under the Professional Engineers Act within the Business and Professions Code (B&P Code §§ 6700-6799). The California Board for Professional Engineers and Land Surveyors (BPELS) provides further clarification of the code in their Guide to Engineering & Land Surveying for City and County Officials, page 12 section 27, which is cited below. 27. If the license has expired between the time the engineering documents were prepared and the time when the local agency's review is performed, do the documents need to be re -sealed by a licensee with a current license? (B&P Code §§ 6733, 6735, 6735.3, 6735.4) As long as the license was current at the time the engineering documents were prepared, the documents do not need to be re -sealed prior to review by the local agency. However, any changes (updates or modifications) to the documents that are made following the review by the local agency would have to be prepared by a licensed engineer with a current license and those changes would have to be signed and sealed. It should also be noted that as of January 1, 2010 professional engineers are not required to include their license expiration date when they sign and stamp engineering documents only the date that they signed the document (B&P Code §§ 6735, 6735.3, 6735.4, 6764, 8750, 8761 & 8764.5). Links to all of the codes and guides referenced in this letter may be found online at quickmountpv.com under FAQ. Please submit any further questions to tech@quickmountpv.com. Sincerely, d4P. *o Jennifer D. Alfsen, BSME R&D Mechanical Engineer Quick Mount PV = GaPp(�OGDD �t1Ga`�C�G�30Gad@ � `= nMG0�1L�C�G3D nMC�o OG�1CCo 980 41st Street Tel: (510) 420-8190 Oakland, CA 94608 FAX: (510) 420-8186 e-mail: info@appmateng.com May 22, 2009 Revised Pages 10 & I1 on 12/13/2011 for Editorial Changes Only Report Re -stamped on 0211412014 Mr. Stewart Wentworth Project Number 108443C QUICK MOUNT PV ICC -ES FILE # 08-09-16 936 Detroit Avenue, Suite D Concord, CA 94518-2539 Subject: Quick Mount PV Load Testing ICC -ES AC 13 & ASTM D 1761 Dear Mr. Wentworth: As requested, Applied Materials & Engineering, Inc. (AME) has completed load -testing Quick Mount PV system anchors for shear and tensile strength. The purpose of our testing was to evaluate the tensile and shear load capacity of the Quick Mount PV system in a high.density (Douglas Fir) and a low density wood (Cedar). SAMPLE DESCRIPTION Twelve (12) 12"x12" samples with 2-1/4" X 3-1/8" Unirac Angle were delivered to our laboratory on April 26, 2009; six each for Douglas Fir and Cedar. A copy of the installation instructions is provided in Appendix A. Typical sample photo is provided in Appendix B. PROCEDURES & RESULTS Since an acceptance criterion (AC) has not been developed for this product, the samples were tested under the direction of Mr. Yamil Moya, P.E. with ICC -ES, and in general accordance with applicable procedures outlined in ASTM D 1761 and AC 13. a. Tensile Strength Three samples each of the two types of wood were tested for tensile strength on April 28, 2009 using a United Universal testing machine. Samples were rigidly attached to the testing machine and a tensile load was applied to the Unirac Angle at a displacement rate 0.1 inches per minute without shock until failure. Detailed results are provided in Table I. Based on these results, the average tensile strength of the hanger bolt in Douglas Fir and Cedar wood species were determined to be 2554 lbf and 1355 lbf, respectively. APPUED UX4EO ALS A EN(MOaEG0300 8, OO C. Page 1 of 11 ICC -ES Evaluation Report ESR -2835 Reissued April 1, 2013 This report is subject to renewal April 1, 2015. www.icc-es.orst 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: QUICK MOUNT PV 936 DETROIT AVENUE, SUITE D CONCORD, CALIFORNIA 94518 (925) 687-6686 www.guichmountov.com EVALUATION SUBJECT: QUICK MOUNT PV ROOF MOUNTS 1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code® (IBC) Properties evaluated: ■ Structural ■ Water penetration 2.0 USES The Quick Mount PV Roof Mount is a mounting bracket used to attach solar panel mounting systems to the wood framing of roofs with asphalt shingle or wood shake roof coverings. 3.0 DESCRIPTION The Quick Mount PV Roof Mount has three main components: a hanger bolt, an aluminum spacer block and a flashing plate. The hanger bolt is a 5/16 -inch -diameter -by - 6 -inch -long (152 mm) fastener with lag -screw threads on one end and UNC threads on the opposite end. The hanger bolts are fabricated from stainless steel as described in the approved quality documentation. The flashing plate can be either 12 inches (305 mm) square or 18 inches (457 mm) square and is formed from 0.05 -inch - thick (1.3 mm) aluminum conforming to ASTM B 209. The 12 -inch square flashing plate is used for installation with asphalt shingles roofs and the 18 -inch square flashing plate is used for installation with wood shake roofs. The aluminum spacer block measures 2.25 inches (57 mm) deep by 1.25 inches (32 mm) long. See Figure 1 for an illustration of the Quick Mount Roof Mount. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable strengths shown in this report are based on allowable stress design (ASD) and include the load duration factor, Co, corresponding with the applicable loads in accordance with the National Design Specification for Wood Construction (NDS). Where the roof mounts are exposed to in-service temperatures exceeding 100°F (37.80C), uplift allowable loads shown in Table 1 must be adjusted by the temperature factor, Ct, in accordance with Section 10.3.4 of the NDS. When products are attached to wood framing having an in-service moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in Section 10.3.3 of the NDS. Connected wood members must be, analyzed for load -carrying capacity at the connection in accordance with the NDS. 4.2 Installation: The flashing plate must be placed underneath the shingle or shake in a weather -lap fashion. Prior to the hanger bolt's being placed through the spacer block hole, the hole must be filled with a sealant approved for roofing applications. The lag -screw end of the hanger bolt is screwed into the rafter through the spacer block and flashing plate. The sealing washer and nut are fastened through the threaded rod portion of the hanger bolt. The black gasket is then placed over the nut and through the threaded rod to seal the hole of the spacer block. Then a 5/16 -inch (7.9 mm) stainless steel nut is placed to secure the connection of a mounting bracket, which is supplied by others, onto the UNC threaded end of the hanger bolt. Installation of the Quick Mount Roof Mount is limited to roofs having minimum slopes of 2:12 (18 percent) and maximum slopes of 24:12 (200 percent). The minimum specific gravity of the wood member is as noted in Table 1. 5.0 CONDITIONS OF USE The Quick Mount Roof Mount described in this report complies with, or is a suitable alternative to what is specified in, the code indicated in Section 1.0 of this report, subject to the following conditions: The Quick Mount PV Roof Mount must be installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. rnnvrinht n 171)Va iv�ta Q pane 1 of Z ESR -2835 I Most Widely Accepted and Trusted Page 2 of 3 ' Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 6.2 Rain test data in accordance with the ICC -ES Acceptance Criteria for Roof ' Flashing for Pipe Penetrations (AC286), dated February 2008. 6.3 Quality documentation and installation instructions. 7.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED The Quick Mount PV Roof Mount is identified with a label 6.1 Load test data in accordance with the ICC -ES bearing the report holder's name (Quick Mount PV), the Acceptance Criteria for Joist Hangers and Similar product name or designation, and the evaluation report Devices (AC13), dated October 2006. number (ESR -2835). TABLE 1—QUICK MOUNT ROOF MOUNT ALLOWABLE UPLIFT AND LATERAL LOADS"2'3 LOAD DIRECTION SPECIFIC GRAVITY OF LUMBER RAFTER ALLOWABLE LOAD (Ibf) Uplift 0.50 (Douglas fir—larch) 811 0.36 (Western cedars) 436 Lateral 0.50 (Douglas fir—larch) 671 0.36 (Western cedars) 634 For SI: 1 Ibf = 4.48 N. 'The lag screw portion of the 5/18 -inch -diameter (7.9 mm) hanger bolt must be installed into the rafter with a minimum penetration of 2.875 inches (73 mm) and must satisfy edge distance specified by NDS. 2Design forces must be determined in accordance with the applicable code and must not exceed the tabulated values. No increases for load duration are permitted. 3Where the temperatures in the vicinity of the roof framing exceed 100°F (37.8°C), the tabulated uplift allowable loads must be multiplied by the temperature factor, C,, set forth in Section 10.3.4 of the NDS. "Uplift load direction is perpendicular to the plane of the roof. Lateral load direction is parallel to the rafter. Lateral load perpendicular to the rafter is outside the scope of this report. See figures below for a description of the toad direction. FIGURE 1 ESR -2835 I Most Widely Accepted and Trusted Page 3 of 3 I7" not indukd Sale 1:5 ,,5116" Hut511 i!' fit wis6i 13116' Ribber SEal s f j5JI6n Nut FIGURE 2 01 - 0-1 k 2- 1 j�4`x I - I j4"i I SPO 8 x 6" Holoor bo 1-112 Spp(qr- Certificate Number 20150106-E361971 Page 1 of 1 Report Reference E361971-20140619 Issue Date 2015 January 6 Issued to: QUICK MOUNT PV Bldg 2 2700 Mitchell Dr Walnut Creek, CA 94598 OUnderwriters, Laboratories This is to certify that MOUNTING SYSTEMS, MOUNTING DEVICES, representative samples of Quick Rack Have been investigated by UL LLC in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 2703, Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels. Additional Information: See UL On-line Certification Directory at WWW.UL.COM for additional information. The Quick Rack system achieved a system fire classification `A' when tested in combination with UL1703 Listed Type 1 rated PV module. The system fire test method was in accordance to Standard For Safety For Flat -Plate Photovoltaic Modules and Panels, UL 1703, 3'a Edition, dated May 20, 2014. Only those products bearing the UL Listing Mark should be considered as being covered by UL's Listing and Follow -Up Service. The UL Listing Mark generally includes the following elements: the symbol UL in a circle: O with the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product William -R: Garney Director, North American Certification Programs UL LLC Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Service Representative at http://www.ul.com/globaYeng/pagesteorporate/contactust Quick Mount PV's Quick Rack Enphase Mount Enphase Energy has reviewed the design for Quick Mount PV's Quick Rack mounting system and the Quick Rack Enphase Mount. This Quick Rack Enphase Mount meets all of our requirements for approval. on the Enphase Racking Compatibility List, provided that the installation is approved by the module manufacturers. The Quick Rack Enphase Mount design is robust and well thought out. It meets all of our specifications for mounting and support of the Enphase Microinverters and the Enphase Engage cables. support@enphaseenerRy.com 1 877 797 4743 Nick Soleil Field Applications Engineer, Enphase Energy nsoleil@enphaseenerey.com © 2014 Enphase Enerciv Inc. All rights reserved. February 2014 .o I i CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION IDATE � BY �----------------------------------------�----------104'--- — - - - - - - - - - - - - -� co I - I PV Array & Micro -inverters (AC Branch Circuit A) I I i I PV Array & Micro -inverters TA (AC Branch Circuit B) o 24' i, ❑ t� W O O ; ° M VI � O � I 0 CU I I j Driveway ° i a i ; F PV Sub -panel Utility Meter j AC and 200A Main _ Disconnect Service Panel L--------------------- - - - - - -----------104'----�------------=-------------------------------------J N 2p15 PV Array & Micro -inverters Ov o 3 (AC Branch Circuit C) tFF L. �� , �i pt C01`%1110 �� APN: 774-192-005 Joseph Trombino 38801 Nielson Rd. Rancho Mirage, CA 92270 7GO-272-0837 CSLB# 965837 C-10 Project Description: Ruiz Residence 10.83 kW PV Grid -tie System Project Name 8 Address: Mark Ruiz 54 100 Avenida Cortez La Quinta, CA 92253 Drawn By. N. Franks Date: 8-G-1 5 Dwg. ,# SI Sheet of 3 tale: 1 in = 1 Oft. Oin. Title: 51te Plan 1m w I------------------------------------------------- - - - - -i Notes: r -__W_ ITT -_W_ -_ I 1. Equipment shall be installed in accordan ith the 2013 CEC and all ap ll cable requirements of the serving electric utility company and of the Local Authority. Having Jurisdiction a Quinta Municipal Code). I 1 Dc SoumWAI DC SMC4=MAa Dc WAW DCsalA9 I 2. Label "CAUTION. PHOTOVOLTAIC SYSTEM CIRCUIT 1S BACKFED" er CEC 690.64(B)(5). Label breaker "PHOTOVOLTAIC AC CipltlAl c�1az a1�,:1a1 CBailA9 I p DISCONNECT". Include label with the "MAXIMUM AC OPERATING CURRENT -and the "MAXIMUM AC OPERATING VOLTAGE" per i i CE 90.54. Label breaker "SOLAR BREAKER. DO NOT RELOCATE" pe CEC 690.64(6)(7). #10 AWG, USE -2 single h III _ mnntll VIII IfI conductor cable with field or 3. Label with "RATED MAXIMUM POWER POINT CURRENT, RATED MAXIMUM POWER POINT VOLTAGE, MAXIMUM SYSTEM I + kL + - + - + - factory installed Multi- I I Contact connectors (TYP) I VOLTAGE, and SHORT CIRCUIT CURRENT" per CLEC fi90.53. Switch to be secured and with label "WARNING -ELECTRICAL SHOCK HAZARD. NO USER SERVICEABLE PARTS INSIDE. CONTACT AUTHORIZED SERVICER FOR ASSISTANCE" per CEC 690.7(D) E.PhI A2 "^ ^9 I and 110.27(C). jI 4. -Listing agency names and numbers to be indicated on power inverter and solar modules per CE 110.3(B). PV module marking per I CE 90.51. --------------------------------------- j 5. Label "DEDICATED PHOTOVOLTAIC SYSTEM COMBINER PANEL" and "LOADS NOT TO BE ADDED TO THIS PANEL". PV Array AC Branch Circuit #A I (9) SolarWorid 285W PV Modules j I 6__bel "MAIN PV SYSTEM DISCONNECT"; PHOTOVOLTAIC_AC DISCONNECT; OR PHOTOVOLTAIC_DC N� I and (9) Enphase Micro -inverters j I CEC 690.14(C)(2). Q F _ _ _ = I + #10 AWG,THHNrTHWN EGC (TYP) I 0� I1 n I 7. Roof Conduit wire size calculation: ocso ti� DC So" DCsoI,�B DCSaace I ; I a. Continuous current = 15 Enphase inverters x 250W = 240V = 15.6A V��-DIN Cagal 1 QW102 Ciradl B9 ChW1 B14 � I 1 I b. Conditions of usage: conduit fill factor (<4 conductors) = 1.0; temperature factor (at P m Springg I , 1 111 i p 1 1 I c. Check #10 AWG THHN conductors: (1II w 011i 11 #12 AWG,THHNrrHWN AC I 0 + $LIL +- +- ; j interconnect cable harness with I i) allowable current at 90"C insulation derated for temperature (44°C) and Gond t fill = 40A x 1 x .87 = 34.88A 1 factory installed connectors (Enphase `ft j 1 Engage Cable: Lt, L2, N, EGC) TYP ii) allowable current for 75"C terminals at 30"C = 35A >_ 15.6A x 1.25 = 19.5A, .. Ok Enphase Enphase Iiii) OCPD = 15.6A x 1.25 = 19.5A, use MA s 34.8A,.. Ok IDMS Inv ,B3II 8 I1 8. Roof Conduit wire size calculation: i-_-_ -_-- --------� a. Continuous current = 15 Enphase inverters x 250W _ 240V = 15.6A 1" min. EMT conduit with 9 #10 PV Array AC Branch Circuit #B , I Watertight AWG, THHN conductors (3 L1 (14) SolarWorld 285W PV Modules j I I Transition J - and L2, 3 Neutral) and one #10< and (14) Enphase Micro -inverters ' I Boxes TYP AWG EGC (TYP) I I I In I nwnD I I f nn I I 'I I; DC Source DC Swuca DC S.. DC S.. I 1 Cirarit Cl Cvarit C2 Cvcuil C3 cirwl Cls I 1 1 I I; 7 -- j +- +- +- +- j I--- - Enphase Enphase Enphew . . . Enpha58 1 Immtercl Invertor C2 Invader C3 Immler C, 1 II L----- ----------:::: ----------------- - -- -- -- - - - -------------------------------------------- �. PV Array AC Branch Circuit #C ul I (15) SolarWorid 285W PV Modules and (15) Enphase Micro -inverters 3 min. EMT conduit with 3 #10 AWG, I 7 THHN conductors (1-1, L2, Neutral) and Roof Mounted PV Arrays one #10 AWG EGC (TYP) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ASource Circuits #A, B, C PHOTOVOLTAIC POWER SOURCE DC RATINGS: OPERATING DC CURRENT: 9.2 Amps OPERATING DC VOLTAGE: 31 Volts MAXIMUM SYSTEM DC VOLTAGE: 45 Volts SHORT CIRCUIT DC CURRENT: 12.3 Amps A PV MODULE DATA SolarWorid Plus SW285 Mono PSTC = 285W PPTC = 257.6W VoC = 39.7V VMP = 31.3V ISC = 9.84A IMP = 9.20A ISF = 25A A b. Conditions of usage: conduit fill factor (7-9 conductors) = .7; temperature factor (at Palm Springs, 44°C) = .87 c. Check #10 AWG THHN conductors: q Nd re , G i) allowable current at 90"C insulation derated for temperature (44°C) and conduit fill = 40A x .7 x .87 = 24.4A .15.6k, ii) all current for 75"C terminals at 30°C = 35A z 15.6A x 1.25 = 19.5A, .. Ok iii) OCPD = 15.6A x 1.25 = 19.5A, use 20A:5 24.4A, .. Ok C_ Utility Grid ------------------------------------ ------ EMT conduit with 3 #6 AWG, I 1-------- S L1 N L2 I NEW 175A I I THHN conductors (L1, L2, Main Breaker Utility I I 2 Neutral) and one #10 AWG EGC Meter j I (3) 2p 20A PV I I Interconnect j I I Breakers r j 2p 50A PV Sub -panel } I Feed -in Breaker , 1 1 1 , T 1 I j I AC Disconnect L --------------t-----------=- ---1 160A, 240Vac, Unfused I 200A Main A6 (C -H DG222URB or Equivalent) Service Panel I I I I I INVERTER #A1-9;131-1314; C1-15: i 5 100A PV Sub -panel Enphase M250-60-2LL-S2x I I l CEC Efficiency = 96.5% I I Max Output Power = 250W I Max Operating Current =1.OA I I Operating AC Voltage = 240V I Exterior Wall of House I----------------------------------------------------1 Joseph Trombino 38801 Niel5on Rd. Rancho Mirage, CA 92270 7GO-272-0837 CSLB# 965837 C-10 Ruiz Re5idence 10.83 kW PV Grid -tie 1 System a nddrms Mark Ruiz 54100 Avenida Cortez La Quinta, CA 92253 Drawn By: N. Franks Date: 8-G-1 5 I REV. I OE5GRIP77ON I PATE I BY E1 Sheet 3of3 Scale: NTS Title: Electrical Wiring Diagram Weight load Analysis: PV Module Weight = 39.7 LBS No. of Modules = 10 Micro -inverter Weight = 3.4 LBS No. of Micro -inverters = 10 Total Weight of Racking = 59 LBS Total Weight of PV Array = 490 LBS Height of PV Module = 5.5 FT Width of PV Module = 3.3 FT Area of PV Module = 18.1 SQ FT Area of PV Array = 181 SQ FT Total Distributed Weight = 2.72 PSF Number of Stanchions = 19 Weight Load per Stanchion = 1 25.8 LBS 0 0 Ladder Access Point Ridge 14'-0" max - -2" (TYP) c� Flush Roof Mounted PV Array (38 SolarWorld 285W PV Modules) Chimney PV Array & Micro -inverters Ridge 48'-0" ProSolar (1.5" std. channel) Roof Trac Support Rails Skylight LA 61V OF & sp VETY DEPT. 1BUILDINCED AP FOR CDNSTR /r DATE��— ProSolar Fast Jack stanchions E series/Flashing Assembly Ridge El LU O Vents CO El El 1 ❑ O UJ R O MT - — ATI Lli MMI L1J 1-1-11 25'-6" t 39'-6" N I (T Array Azimuth = 180° Roof Pitch = 4:12 (18.4°) M 3'-0" N Joseph Trombino 38801 Nlel5on Rd. Rancho Mirage, CA 92270 7GO-272-0837 CSLB# 965837 C-10 Project Description: Ruiz Residence 10.83 kW PV Grid -tie System Project Name B Address: Mark Ruiz 54100 Avenida Cortez La Quinta, CA 92253 Drawn By: ZO N. Franks Date: 8-G-1 5 IREV. I DE5CRIPTION I DATE I BY PV Sub -panel ---- / Utility Meter AC and Main Disconnect Service Panel Dwg. # Notes: 1. PV Array roof attachment per manufacturers specifications Sheet 2. All roof penetrations to be water tight and attachments made to structural members 5cale: 3. Arrays Consist of PV Modules and Micro -inverters 4. All Exterior Conduit to be painted to match house exterior 5. Roof Structure: 2x6 DF Rafters @ 16"oc 6. Roofing Type: Composition Shingles LI 2 of 3 3/16" = 1'-0" PV Array Layout Plan