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HomeMy WebLinkAboutBuilding Permit #423-14 - 75 WAVERLY ROAD 11/12/2013 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: ' ( Date Received Date Issued: �� 1 IMPORTANT:Applicant must complete all items on this page LOCATION' I'm VAI_ Print PROPERTY OWNER 1 m3 0 - e-0�t1 S_t)Y� - -- - - Print 10o Year Old.Structure yes no. MAP NO: PARCEL:* ZONING DISTRICT: 'Historic District yes no �I Machine Shop Village yes noq TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 'V.One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 11Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: 1�1SfiU►ln�;or � row mourn �In�.�o -�� c Identification Please Type or Print Clearly) OWNER: Name:-di-2; 2,4 k Cgr k.S 0Y\ Phone:nla S'1bb2-9 -7 Address::19 C)\v4-,Y CONTRACTOR' Name: bN i 1'� 1 �AAV<--. Phone.'lY) 3US3_0 (o f '��!! Address:`�1"I 3I N,-';Ob,- W• )eYbVD NAT,_PMW - - Supervisor's Construction License:1G S S\-\Qf fY QV\,- Exp. Date:, 1-2`e--11 q Home Improvement License-Wh \\—S0\Qy- 1 )f txp.Date: /'5] y ARCH ITECT/ENGINEERSCb- ' `N SS��`\ Phone: Address.2�� �c,PYvQk i ��vr N-, Reg. No.c20 FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 THE TOTAL TIMATED COSTBASEDON$125.00 PER S.F. Total Project Cost: $ �� �C��Z�Z�° EE: $ /y z Check No.: Receipt No.: NOTE: Per ons contracting I nregistered contractors do not have acceAtotgua myfund nature of Agent/Owner Signatureof contracto Plan-. Si ffi nittPri F-1 PI n.qaived F1 Certified Plot Plan ❑ Stamoed Plans ❑ Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF_SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/13odyArt ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on _ Signature COMMENTS s Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Tovv2 Engineer: Signature: Located 384 Osgood Street FIRE-DEPARTW_-* t - Temp Dumpster on site yes no -.Located at 124 Mair,, Street Fire Departirier tsigiiatu"re/date`' Ri COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL-Chapter 166 Section 21A-F and G min.$100-$1000 fine NOTES and DATA— (For department use LI Notified for pickup - Date Doe.Building Permit Revised 2010 Building Department The foliowing is a list of the required forms to be filled out for the appropriate.permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cas<s if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apw-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submAted with the building application Doc: Doc.Building Permit Revised 2012 Location 1 l► v{��1 e�-� P R 2 1 No. J ' Date • TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 711 Foundation Permit Fee $ Other Permit Fee $ a1 xv TOTAL $ Check# 2708 Building Inspector Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ 1292550.00 m $ - $ 147.00 Plumbing Fee $ 18.38 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 18.38 Total fees collected $ 283.75 75 Waverley Road 423-14 on 11/12/2013 Solar Install NORTH ow, n of ndover 1� k 0 ver, Mass, 111.) o CCC NIC He WICK y�• Are D S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT Z�vf�`�'V` Cti, l s a BUILDING INSPECTOR ..................... ................ ....................... .............................................. has permission to erect ..... buildings on Foundation ^l `0— r I � IA �� Rough to be occupied as .........p(:.�•1....K ..... ,D..�,.�i. ..... ...... ....... . .... :ONtiI .......................... Chimney provided that the person accepting this permit shall in every respect con to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,the. and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCT T RTS Rough Service ................................................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be.Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE r r WCONSULTING Wyssling Consulting 255 Reserve Street Boonton, NJ 07005 Scott E. Wyssling, PE, PP, CME office(973) 601-3305 cell(201) 874-3483 wyssconsulting@aol.com October 25, 2013 Mr. Dan Rock, Project Manager Vivint Solar 24 Normac Road Woburn MA 01801 Re: Structural Engineering Services Carlson Residence 75 Waverley Road, North Andover MA AR#3456782 2.45 kW System Dear Mr. Rock: Pursuant to your request, we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of rafters for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by Vivint Solar and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal prepared by Vivint Solar identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of assumed 2 x 6 dimensional lumber at 16" on center. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof rafters. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached ZEP calculations sheet for ASCE/SEI 7-05 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category "B" and 41 degree roof „ » slopes on the dwelling areas. Ground snow load is 50 PSF for Exposure B Zone 2 per ASCE/SEI 9 p p � 7-05). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. Page 2 of 2 B. Loading Criteria • 10 PSF= Dead Load roofing/framing 50 PSF= Live Load (,ground snow load) • 5 PSF= Dead Load solar panels/mounting hardware Total Dead Load=15 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed of the existing roof structure utilizing the above loading criteria indicates that the existing rafters will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The dwelling owners shall be made aware that long term build-up of heavy snow conditions may produce deflections in the roof. If any deflection is noticed, then it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "ZEP Code Compliant Installation Manual", which can be found on the ZEP website (zepsolar.com). If during solar panel installation, the roof framing members appear unstable, deteriorated, structurally compromised or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications for Hem-Fir(North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 %", is less than what is allowable per connection and therefore is adequate. Based on the variable factors for the existing roof framing and installation tolerances, using a thread depth of 2 %2" with a minimum size of 5/16" lag screw per attachment point for panel anchor mounts should be adequate with a sufficient factor of safety. 3. Considering the roof slopes, the size, spacing, condition of roof, the panel supports shall be placed at and attached to no greater than every fourth roof rafter as panels are installed perpendicular across rafters and no greater than the panel length when installed parallel to the rafters (portrait). No panel supports spacing shall be greater than four(4) rafter spaces or 64"o/c, whichever is less. 4. Panel supports connections shall be staggered to distribute load to adjacent rafters. Based on the above evaluation, it is the opinion of this office that with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is based on information supplied to us at the time of this report and current industry standards and practices. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. OF truly yours Y42 At-+ o CtVt �' Or 50 Scott E.Wys g, PE 9oF -GiS,c MA License o. 50 FSSIONAA. li V11 CONSULTING The Commonwealth of Massachusetts Department of Industrial Accidents 0Jfrce of Investigations UT I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant.information Please Print Legibly Name(Business/Organizationllndividual): Vivint Solar Developer, LLC Address:4931 North 300 West City/State/Zip:Provo, UT 84604 Phone#:801-704-9389 Are you an employer?Check the appropriate box: Type of project(required): 1.© I am a employer with 10 4. ❑ I am a general contractor and I � employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp.insurance. # ❑ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions i myself No workers' comp. right of exemption per MGL Y [ P 12.[3 Roof repairs insurance required.]t c. 152,§t(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating(hey are doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:New Hampshire Insurance Comany Policy#or Self-ins.Lic.#:029342228 Expiration Date:11-01-14 Job Site Address:. 5 WAVE City/State/Zip- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify an�derthe i, ,�trtr erjury that the information provided bo is true and correct Si atum Date: Phone#: 801-70 Oficial use only. Do not write in this area,to be completed by city or town oJJricial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A A.IL a !L a_') 'Ll a H%A L__v 1"0)111 13 IL L1I LI W_t; 10 Park Plaza - Suit- 5170 Boston,, Massachusetts 02116 Home Improve-ment Contractor Registration, Registration: 170848 Type: Supplement Card VIVINT SOU-IR DEVELORIE:R LLC. Expiration: 1/5/2014 jMvfES SHIERMIAN 493 1 NORTH 300 WES T PROVO-UT 84-604 Update Address and return card.tMark reason ror changge. Addrcss . RehiewA Et Pgoyment Lost C-ard Business Regp.MvbOfl L�icense or registira&n valid For individul use ongy to: before the expiration da�e. [;Tound reurgi -PR0VE,_JEiXT COP-T-RACTOR Offloce 0" Co.sumer Affairs a-aid Business Regulation -Regislvztion: 170848 Type 9 iB Park Naza-Suite 51170- Expl-.-ation: 1/5/2014 Supplement i ara '30s"On' IMA 02 1 116 VIVINT SOLAR DEVELOPER LLC. JAMES SHERMAN NORTH 4931 tN H 2,00 k/VES7 - PROVO, UT 84604 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supers icor License: CS-045254 JAMES R SHERMAN 81 MAIN ST - SAUGUS MA 01906 Expiration Commissioner 08128/2014 4931 North 300 West,Provo,UT 84604 Employer Identification No.: V'v'nts O I a r Phone:877.404.4129 Fax:801.765.5758 Massachusetts s License T E-Mail: support@vivintsolar.com �� /_ � www.vivintsolar.com AR No.: CO t RESIDENTIAL POWER PURCHASE AGREEMENT This RESIDENTIAL POWER PURCHASE AGREEMENT(this"Agreement")is entered into by and between VIVINT SOLAR DEVELOPS Delaware limited liability company("We","Us","Our")and the undersigned Customer(s)("You","Your"),as of the Transaction Date set forth bi Full Name(First.,ur,t.a,t Full Name(FicsS mi,L-o Customer(s): Properly Owner: es ❑No eit-, Car 1 ( rt Property ONwer: ❑Yes ❑No Telephone No.: –p E-Mail: Property Street Address: Address: City,County,State,Zip: I.SERVICES A. DESIGN AND INSTALLATION. We will designand install a solar hotovol system on Your Property, which will include-411 sc "Merters,meters,and other components collective) " em ,as further de–s– a in the Customer Packet and the Work Order that We will You hereafter. With Your cooperation, a will rdesign,insta and connect the System in material compliance with all applicable laws,(ii)c, required inspections;and(iii)obtain all required certifications and permits. In order to design a System that meets Your needs,You hereby agr may obtain Your electrical usage history from Your electric utility(the"Utility"). Other than the activation fee described in Section LB belo� design and install the System atno cost to You. TIVATION. You agree to pays a one-time activation fee in the amount of$ We will interconnect the System with Y. --en4 cause the System to generate energy measured in kilowatt hours("kWh")(the"F.ne Installation of the System is anticipated to be substantially complete between one(1)and five(5)weeks hereafter. j C._OWNERSHIP OF SYSTEM. We shall own the System as Our sole personal property. You will have no property interest in the System. TERM,PRICE,PAYMENTS,AND FINANCIAL DISCLOSURES A. TERM. This Agreement shall be effective as of the Transaction Date written below and continue until the twentieth(20th]anniversary 'be vice Date(as defined in Section 9 (the"Term"). At the end of the Term,You may elect to(i)continue with this A reerrom on a year-to- (ii)enter into a new Agreement with s,(iii)purchase the System at the end of the Term(the"Purchase Option");or(iv)have the System rem cost to You. You will need to notify Us concerning Your election sixty(60)days prior to the end of the Tetra. If You elect the Purchase Optio engage an independent appraiser to determine the fair market value of the System. The appraiser's valuation(the"Purchase Option Price")will b to You in writing and will be binding. If We receive Your payment of the Purchase Option Price,costs of the appraisal,applicable taxes,an amounts then owing and unpaid hereunder,We will transfer ownership of the System to You at the end of the Term on an"As Is,Where Is"baE elect to have the System removed,We will remove the System from Your Property within ninety(90)days after the end of the Term. B. ENERGY PRICE. For all Energy delivered to You at the Delivery Point(as defined in Section 10(a)),You shall pay Us I" S11 "([fie"Energy Price"),plus applicable taxes. Pursuant to Section 8 ,the Energy Price shag—increase each year by two and nine-enths perct Please refer to the Customer Packet for additional information regar mg the estimated System output. C. INVOICING AND LATE FEES. Beginning with the first month following the In-Service Date and throughout the Term,You shall mal -payments to Us reflecting the charges for F.,nergy delivered to You in the previous month. You agree that all payments hereunder shall be made by payment deduction from Your designated cheeking account or credit card. It is Your responsibility to ensure that there are adequate funds or adeq limit. There is no financing charge associated with this Agreement. If You fail to make any payment within ten(10)days of when due,upon wn to You,We may discontinue Our services hereunder,terminate this Agreement,and/or recover all damages to which We may be entitled,as described in Section 14 . For all payments more than ten(10)days past due,We may impose a late charge equal to Twenty-Five Dollars($25)a at an annual rate o ten percent(10%). CREDIT CHECK. In connection with the execution of this Agreement and at any time Buring the Term,You hereby authorize Us to o credit rating and report from credit reporting agencies,and to report Your payment performance under this Agreement to credit reporting agencies. REMOVAL OF THE SYSTEM You shall not make any Alterations(as defined in Section 8(c))to any portion of the System. If You want to make repairs or improvements to Yot that require the temporary removal of the System or that could interfere with its performance or operation,You must give Us at least thirty(30) notice. As compensation for Our removal and reinstallation of the System,You agree to pay to Us a fee equal to Four Hundred and Ninety-Ni ($4991 plus the Shutdown Payment(as defined in Section 16), subject to increase provided for in Section 8 . In the event of an emergency, contact Us immediately. If We are unable to timely,respond t such emergnency,You may(at Your owexpense contract with a licensed and qua installer to remove the System as necessary to make repairs required h the emergency. You shall be responsible for any damage to the System i from actions taken by Your contractor. You shall notify Us by calling 877.404.4129 within forty-eight(48)hours of taking any emergency action. 4.ARBITRATION OF DISPUTES Most customer concerns can be resolved quickly and amicably by calling Our customer service department at 877.404.4129. If Our service department is unable to resolve Your concern, You and We agree to resolve any Dispute (as defined below) througI arbitration or small claims court instead of courts of general jurisdiction. BY SIGNING BELOW,YOU ACKNOWLEDGE ANI; THAT(I)YOU ARE HEREBY WAIVING THE RIGHT TO A TRIAL BY JURY;AND(II)YOU MAY BRING CLAIMS AGA ONLY IN YOUR INDIVIDUAL CAPACITY,AND NOT AS A PLAINTIFF OR CLASS MEMBER IN ANY PURPORTED CI REPRESENTATIVE PROCEEDING. You and We agree to arbitrate all disputes,claims and controversies arising out of or relating to(i)any aspect of the relationship You and Us, whether based in contract, tortstatute or any other legal theory; (ii) this Agreement or any other agreement cone subject matter hereof;(iii)any breach,default,or termination of this Agreement;and(iv)the interpretation,validity,or enforceabil Agreement,including the determination of the scope or applicability of this Section 4(each,a"Dispute"). Prior to commencing arb party must first send a written"Notice of Dispute via certified marl to the other party. The Notice of Dispute must describe the n basis for the Dispute and the relief sought. If You and We are unable to resolve the Dispute within thirty(30)days,then either commence arbitration. The arbitration shall be administered by JAMS pursuant to its Streamlined Arbbitration Rules and I (available at: httr://www.jamsadr.comhules-streamlined-arbitration, the "JAMS Rules") and under the rules set forth in this A; The arbitrator shall be bound by the terms of this Agreement. No matter the circumstances,the arbitrator shall not award punitivt exemplar, indirect, or consequential damages to either party. If You initiate arbitration, You shall be responsible to pa $' attorneys fees, travel expenses, and other costs of the arbitration shall be borne by You and Us in accordance with the JAM applicable law. The arbitration shall be conducted at a mutually agreeable location near Your Property. Judgment on an arbitrati maybe entered in an court of competent jurisdiction. Nothing in this Section 4 shall preclude You or We from seeking provisional in aid of arbitration from a court of competent jurisdiction. NOTICE: BY INITIALING IN THE SPACE BELOW YOU ARE AGREEING TO HAVE ANY DISPUTE ARISING OUT MATTERS INCLUDED IN THE "ARBITRATION OF DISPUTES" PROVISION DECIDED BY NEUTRAL ARBITRA'I PROVIDED BY APPLICABLE LAW AND YOU ARE GIVING UP ANY RIGHTS YOU MIGHT POSSESS TO HAVE THE I LITIGATED IN A COURT OR JURY TRIAL. BY INITIALING IN THE SPACE BELOW YOU ARE GIVING UP YOUR J1 RIGHTS TO DISCOVERY AND APPEAL. IF YOU REFUSE TO SUBMIT TO ARBITRATION AFTER AGREEING 1 PROVISION, YOU MAY BE COMPELLED TO ARBITRATE. YOUR AGREEMENT TO THIS ARBITRATION PROVI VOLUNTARY. YOU HAVE READ AND UNDERSTAND THE FOREGOING AND AGREE TO SUBMIT DISPUTES ARISI OF THE MATTERS INCLUDED IN THE"ARBITRATION OF DISPUTES"PROVISION TO NEUTRAL ARBITRATION. UWE AGREE TO ARBITRATION AND WAIVE THE RIGHT TO A JURY TRIAL: C-10='( NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO THE CONTRACT: (i)this Agreement,(ii)the Additional T Conditions,(iii)the Customer Packet,(iv)the Work Order,and(v)the State Notices. These documents are expressly incorporate( Agreement and apply to the relationship between You and Us. B. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES UNLAWFULLY OR COMMIT ANY BREACH OF THE TO REMOVE GOODS INSTALLED UNDER THIS AGREEMENT. C. DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ ALL OF ITS PAGES. You acknowledge that You I and received a Ieaihie ronv of this Aoreement that We have cianeri the Aareement and that V„n ba——A -r ra.......o,r , toa;W, V. 00 iN01 SIGN 1H1S AGREEMENT 1F THIS AGREEMENT CONTAINS ANY BLANK SPACES. You are enti completely tilled in copy of this Agreement,signed by both You and Us,before any work may be started. E�YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO THE LATER OF: (I)MIDNIGHT OF THE (3 )BUSINESS DAY AFTER THE TRANSACTION DATE,OR(II)THE START OF INSTALLATION OF THE SYSTE THE NOTICE OF CANCELLATION BELOW FOR AN EXPLANATION OF THIS RIGHT. V[V[NTSOLAR DEVELOPE LLC CUSTOMER(S): By: _06 .448& BY Printed Name: Printed Name: G Title: Lb-,MILP2 IVF By: Printed Name: Transaction Date: 3 HOME IMPROVEMENT CONTRACTORS AND SUBCONTRACTORS ARE REQUIRED TO BE REGISTERED REGISTRATION INFORMATION,CONTACT THE MASSACHUSETTS OFFICE OF CONSUMER AFFAIRS AND Bt REGULATION: TEN PARK PLAZA,SUITE 5170,BOSTON,MA 02116,(617)973-8700 OR 888-283-3757. 2c----------------------------------------------------------------------------------------------------- NOTICE OF CANCELLATION YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, W THREE,WrBUSINESS DAYS OF THE TRANSACTION DATE,DR (IF LATER) UNTIL THE STA INSTALIL-ATION OF THE SYSTE3L IF YOU CANCEL, A ADED IN. PFR TAF CnNJTDArT n1D QAYTi AWn ANJV NJ I'nrr AC40ROCERTIFICATE OF LIABILITY INSURANCE DATE12013 YYYY) 11/01/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 a/cNr o Ext): ac No): DENVER,CO 80202-5534 E-MAIL Attn:Denver.certrequest@marsh.com,Fax:212.948.4381 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC# 462738-STND-GAWUE-13-14 INSURER A:Evanston Insurance Company 35378 INSURED National Union Fire Insurance Co of PA Vivint Solar,Inc. INSURER B 4931 N 300 W INSURER c:New Hampshire Insurance Company 23841 Provo,UT 84604 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002368004-06 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS.LTRDPOLICYEXP R TYPE OF INSURANCE ADDL SUBR Y EFF POLICY NUMBER MMDMM DD//YYYY LIMITS A GENERAL LIABILITY 13PKGWE00274 11/01/2013 11/01/2014 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 50 000 PREMISES Ea occurrence $ CLAIMS-MADE M OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PRO LOC $ B AUTOMOBILE LIABILITY 9701087 11/01/2013 11/01/2014 COMBINED SINGLE LIMIT 1,000,000 Ea accident $ B X ANY AUTO 9701088 11/01/2013 11/01/2014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE NON-OWNEDPera.dent $ X HIRED AUTOS X AUTOS $ A UMBRELLA LIAB X OCCUR 13EFXWE00088 11101/2013 11/01/2014 EACH OCCURRENCE $ 10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED RETENTION$ $ C WORKERS COMPENSATION 029342334; 029342335 11/01/2013 11/01/2014 X I WC STATU- I IOTH- C AND EMPLOYERS'LIABILITYTORY LIMITS I ER YIN 029342336; 029342337 11/01/2013 11/0112014 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ C OFFICERIMEMBEREXCLUDE[ N] NIA 029342338 11/01/2013 11/01/2014 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Errors&Omissions& 13PKGW00029 11/01/2013 11/01/2014 LIMIT 1,000,000 Contractors Pollution DEDUCTIBLE 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) The Certificate Halder and others as defined in the written agreement are included as additional insured where required by written contract with respect to General Liability.This insurance is primary and non- ontributory over any existing insurance and limited to liability arising out of the operations of the named insured and where required by written contract.Waiver of subrogation is applicable where required by written ontract with respect to General Liability and Workers Compensation. CERTIFICATE HOLDER CANCELLATION Town of Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 36 Bartlett Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Andover,MA 01810 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe @ 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD vMht solar Photovoltaic Rooftop Solar System Permit Submittal 1. Project Information: Project Name: ELIZABETH CARLSON Project Address: 75 Waverley Rd North Andover,MA A. System Description: The system consists of a 2.45 kW DC roof-mounted Photovoltaic power system operating in parallel with the utility grid.There are (10) 245-watt modules and(10) 215-watt micro-inverters,mounted on the back of each PV module.The system includes (1) PV circuit(s).This circuit contains (10)micro-inverters and interconnects with the utility grid through the existing main load center. B. Site Design Temperatures:(From 2009 ASHRAE Handbook-Fundamentals(Lawrence MUNI weather station)) Record low temperature -24.3°C Average high temperature 37.6°C C. Minimum Design Loads: (From State Board BR&S) Ground snow load 50 psf Wind speed 100 mph 2. Structural Review of PV Arraying Mounting System: (The array will be mounted on a defined,permitted roof structure) A. Roof Information: 1. Roofing type is lightweight Composite Shingles 2. Roof has a single roof covering 3.Method and type of weatherproofing roof penetrations: Comp mount flashings B. Mounting System Information: 1.Mounting system is an engineered product designed to mount PV modules 2.For manufactured mounting systems,following information applies: a.Mounting System Manufacturer: Zep Solar b.Product Name: Zep System III c.Total weight of PV modules and rails: 448 pounds d.Total number of attachment points: 17 e.Weight per attachment point: 26.3 pounds f. Maximum spacing between attachment points: *See attached Zep engineering specs g.Total surface area of PV array: 176.1 square feet h.Array Pounds per square foot: 2.54 pounds per square foot i.Distributed weight of PV array on roof: -roof section 1: (10 Modules, 17 Attachments) 26.4 pounds per attachment point 1 mnt scalar 3. Electrical Components: A. Module (UL1703 Asted) Quantity Trina TSM 245-PA05.18 10 Module Specs Pmax - nominal maximum power at STC 245 watts Vmp - rated voltage per module 30.7 volts Voc - open circuit voltage 37.3 volts Imp - rated current 7.98 amps Ise - short circuit current 8.47 amps B. Inverter(micro) (UL27411isted) Quantity Enphase M215-60-2LL-S22 10 Inverter Specs 1. Input Data(DC) Recommended input power(DC) 260 watts Max.input DC voltate 45 volts Peak power tracking voltage 22V-36V Min./Max. start voltage 22V/45V Max.DC short circuit current 15 amps Max.input current 10.5 amps 2. Output Data(AC) Max. output power 215 watts Nominal output current 0.9 amps Nominal voltage 240 volts Max.units per PV circuit 17 inverters Max. OCPD rating 20 amps C. System Configuration Number of PV circuits 1 Modules/Inverters in PV circuit 1 10 2 J vMnt stylar D. Electrical Calculations 1. Circuit current PV circuit nominal current 9 amps (.9 amps/inverters x#inverters) Continuous current rule x 125% (2011 NEC Article 705.60(B)) PV circuit continous current rating = 11.2 amps 2. Overcurrent protection device rating PV circuit continous current rating 11.2 amps Next standard size fuze/breaker to protect conductors 15 amps Use 15 Amp AC rated fuse or breaker 3. Conductor conditions of use(Ampacity derate) a.Temperatur adder (2011 NEC Table 310.15(B)(3)(c)) Average high temperature 37.6°C Conduit is installed 1"above the roof surface Add 22°C to ambient Adjusted maximum temperature 59.6°C b.Ampacity adjustment for new ambient temperature (2011 NEC Table 310.15(13)(2)(a)) Derate factor for 59.6°C 71% Adjusted circuit continuous ampacity 15.78 amps c.Ampacity adjustment for conduit fill (2011 NEC Table 310.15(B)(3)(a)) Number of current-carrying conductors 3 conductors Conduit fill derate factor 1000/0 Adjusted circuit continuous ampacity 15.8 amps Total derated ampacity for PV circuit 15.8 amps Conductor must be rated for a minimum of 15.8 amps THWN-2(90°C) #10AWG conductor is rated for 40 amps (2011 NEC Table 310.15(B)(16)) 4.Voltage drop 2 parts: 1.Voltage drop across longest PV circuit micro-inverters (from modules to junction box) 2.Voltage drop across AC conductors (from junction box to point of interconnection) 1.Micro-inverter voltage drop: 0.24% The largest number of micro-inverters in a row in the entire array is 7 in Circuit 1 According to manufacturer's specifications this equals a voltage drop of 0.24%. 2.AC conductor voltage drop: = I x R x D (-240 x 100 to convert to a percent) _ (Nominal current of largest circuit) x (Resistance of#10AWG copper)x (Total wire run) = 9 x 0.00129 x 130—240 x 100 0.62% Total system voltage drop: 0.86% 3 p i vMmt solar E.AC point of interconnection Interconnection Method: Supply Tap Existing load center busbar rating 125 amps An electric power production source shall be permitted to be connected to the supply side of the service disconnecting means as permitted in 230.82(6).The sum of the ratings of all overcurrent devices connected to power production sources shall not exceed the rating of the service. Existing load center main disconnect rating 100 amps = Available ampacity for PV circuits: 125 amps Unless the panel boards in rated not less than the sum of the ampere ratings of all over-current devices supplying it,a connection in a panelboard shall be positioned at the opposite (load) end from the input feeder location or main circuit location. . .A permanent warning label shall be applied to the distribution equipment with the following or equivalent wording: -2011 NEC 705.12(0)(7) WARNING INVERTER OUTPUT CONNECTION. DO NOT RELOCATE THIS OVERCURRENT PROTECTION DEVICE F. Grounding 1. System Grounding(GEC) Each inverter is connected with a#6 AWG bare copper grounding electrode conductor that is irreversibly spliced in the roof-mounted junction box to a#8 AWG stranded green insulated copper conductor,which is then connected to the ground busbar inside the main load center panel. 2. Equipment Grounding(EGC) All exposed non-current-carrying metal parts of module frames,equipment and conductor enclosures are grounded using a#10 AWG conductor.All modules are bonded through the UL1703 listed ZEP Solar PV mounting and grounding systems. 4 10/23/13 3456782-Zepulator L". ZepSotor Engineering Calculations 3456782 Name: Street Address:75 Waverley Rd Email: Suite/PO#: Phone: City,State,Trp:North Andover,Massachusetts 01845 Country:United States System Details Module Manufacturer Trina Solar Mounting System Zep Solar PV Module TSM-245-PA05.18 Manufacturer Quantity of PV Modules 10 Mounting System Type ZS Comp Array Size (kW) 2.450 Roof type Composition Shingle Attachment Type Comp Mount,Type C Module-level Enphase Energy-M215-Z electronics www.zepulator.com/projects/33578/summary/engineering_print 1/4 10/23/13 3456782-Zepulator Engineering Calculations Design Variables Description(Symbol) Value Unit Module Orientation Portrait Module Weight 44.8 lbs Average Roof Height(h) 25.0 ft Least Horizontal Dimension(Ihd) 30.0 ft Edge and Corner Dimension"a" 3.0 ft Roof Slope(0) 41.0 deg Rafter/Truss spacing 16.0 _ in Rafter/Truss dimension Min.nominal framing member depth of 4" Basic Wind Speed(V) 100 mph Exposure Category B Ground Snowload(P9) 50 psf Importance Factor(1) 1.0 Topographic Factor(Kt) 1.0 Thermal factor for Snow Load(Ct) 1.2 Exposure factor for Snow Load(Ce) 0.9 Effective Wind Area 10 ft2 www.zepulator.corrdprojects/33578/summarylengineering jrint 214 10/23/13 3456782-Zepulator Snow Load Calculation (Using Calculation Procedure of ASCE 7-05 Section 7) Description(Symbol) Interior Edge Corner Unit Flat Roof Snow Load(Pf) 37.8 37.8 37.8 psf Slope Factor(Cs) 0.5 0.5 0.5 Roof Snow Load 19.9 19.9 19.9 psf Wind Pressure Calculations (Using simplified procedure of ASCE 7-05 Section 6.4 Description(Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift(Pnetm-up) -18.0 -21.0 -21.0 psf Net Design Wind Pressure downforce(Pnet30down) 16.5 16.5 16.5 psf Adjustment Factor for Height and Exposure Category(A) 1.0 1.0 1.0 Net Design Wind Pressure uplift(Wup) -18.0 -21.0 -21.0 psf Net Design Wind Pressure downforce(Wdown) 16.5 16.5 16.5 psf ASD Load Combinations (Using calculation procedure of ASCE 7-05 Section 2.4) Description (Symbol) Interior Edge Corner Unit Dead Load(D) 2.5 2.5 2.5 psf Snow Load(S) 15.0 15.0 15.0 psf Load Combination 1 ((D+0.75*S)*cos(())+0.75*Wdown) 22.8 22.8 22.8 psf Load Combination 2(D*cos(())+Wdown) 18.4 18.4 18.4 psf Load Combination 3((D+S)*cos(0)) 13.3 13.3 13.3 psf Uplift Design Load(0.6*D*cos(())+W„p) -16.8 -19.8 -19.8 psf Maximum Absolute Design Load(Pabs) 22.8 22.8 22.8 psf Spacing Calculations Description Interior Zone Edge Zone Corner Zone Unit Max allowable spacing between Leveling Feet 40.0 40.0 40.0 in User selected spacing between Leveling Feet given a rafter/truss spacing of 16.0 in 32.0 32.0 32.0 in Max cantilever from Leveling Feet to perimeter of PV array 13.0 13.0 13.0 in Distributed Weight and Weight per Attachment Point Calculations (In conformance with Solar ABC's Expedited Permit Process for PV System (EPP)) www.zepulator.com/projects/335781summar)dengineering_print 34 10/23/13 3456782-Zepulator Description (Symbol) Value Unit Weight of Modules 448.0 lbs Weight of Mounting System 39.97 lbs Total System Weight 487.97 lbs Total Array Area 176.13 ft2 Distributed Weight 2.77 psf Total Number of Attachments 17 Weight per Attachment Point 28.7 psf www.zepulator.com/projects/33578/summarVengineering_pTint 4/4 F- ---------- - --- - -- - ---- - .,` PV INTERCONNECTION POINT, I C q I LOCKABLE DISCONNECT SWITCH, ANSI METER LOCATION, &UTILITY METER LOCATIO I o N� w 65'OF 1"PVC CONDUIT I a= O I FROM JUNCTION BOX TO ELEC PANEL — ---- 0 c: O I = ZO U I I fA Q I PV SYSTEM SIZE: i M 2.45 kW DC I JUNCTION BOX ATTACHED TO I ARRAY USING ZEP ZS-GAB TO KEEP JUNCTION BOX OFF ROOF I 0 I c: �.... I I Q 0 I I 0 " I I Z7 N Q� o � oQ I LL 10)Trina Solar TSM-245 PA05.18 MODULES WITH A Enphase M215-60-2LL-S2x-ZC MICRO-INVERTER I MOUNTED ON THE BACK OF EACH MODULE I o ICR W N Q U ZW Q I > ; 7 I Z cu `v C fr (n Y J Lu Z m U U) co Q '^ SHEET I I � NAME: I I ~ J � - - - - - - - - - - - - -� SHEET NUMBER: PV SYSTEM SITE PLAN o SCALE: 3/32"= 1'-0" > o� 90 05 Cn Si m-4 n O 9 x z m x 3 z m 0 C m r z m o w oaZ7 mm 000 �m °' m bio0 '=m oO �0 O n r D Z ci D= INSTALLER:VIVINTSOLAR 0 0Carlson Residence 3 3 INSTALLER NUMBER:1.877.404.4129 � n /� P�/ 2.0 -m ROOF �^ ll o 75 WaverleyRd Nla( PLAN LICENSE:MAHIC 170848 North Andover,MA „ P A N DRAWN BY:JW I AR 3458782 1 Last Modred:10/23/2013 UTILITY ACCOUNT NUMBER:03984-08001" o U q C � U -a o MOUNTING (n w DETAIL cu' d m PV3.0 0 5/16'0-18x1"STAINLESS tip C Z LEVELING FOOT(ZS-LF STEEL M.B.;TORQUE=16z1 ft-lbs. t Z O C Z COMP MOUNT(ZS-CMA) 0� n Z O WASHER PACKAGE WATERPROOFING SEALA T WITH COMP MOUNT D V/ Q PV MODULE,TYP.MOUNT AS NEEDED L TO RAFTERS OF COMP. (a Q SHINGLE ROOF,PARALLEL r , WITH PLANE OF ROOF V NIMUM PV ARRAY TYP. ELEVATION STA STAINLESS STEEL STAINLESS STEEL LAG SCREW � TORQUE=13t2 ftahs. NOT TO SCALE )O�q Li LEVELING FOOT ON COMP MOUNT PERMITTED LEVELING FOOT SPACING NOT TO SCALE CD o r 'E 0 r-l" o LEVELING FOOT(ZS-LFB) '� W� FRAMING BELOW SHOWN DASHED FOR CLARITY rn V ZEP COMPATIBLE r PV MODULE HYBRID INTERLOCK n m I I I I I 53 � 0a I I I Zm = CAN OIR ESS U9 SEE CODE COMPLIANCE LETTER FOR ALLOWABLE SPACING j z � I I ( I PHOTOVOLTAIC MODULE Z W w y W m W Z m I I I I I nco I I I I I I I I ZZ � I �—INTERL.CK(ZS-ILB) SHEE HYBRID INTERLOCK—) NAMET LEVELING FOOT(ZS-LFB) ROOFFRAMING LEVELING FOOT(ZS-LFB) Z J po LU C INTERLOCK(ZS-IUB) PERMITTED LEVELING PV SYSTEM MOUNT DETAIL SHEET FOOT SPACING NUMBER: MODULES IN PORTRAIT/LANDSCAPE SCALE:3/8"=V-0" Cl M NOT TO SCALE a- i Inverter Ratings(Guide Section 4) Inverter Make/Model Enphase M215.60-2LL-S2x-ZC O Conduit and Conductor Schedule MODULE DETAIL Max DC VeitRating 45 Volts Tag Description Wire Gauge #of Conductors Contluit Type Conduit Size A\ 6 Max Power 40°C 275 Watts 1 Enphase engage cable-THWW2 12 AWG 4 N/A-Free Air N/A-Free Air Y/ Nominal AC Voltage 240 Volts 7 Bare Copper Ground(EGC/GEC) 6AWG 1 N/A-Free Air N/A Free Air m Trina Solar TSM-245 PA05.18 Max AC Current .9 Amps 4 SOLAR MODULE s 2 rHWN-z 10 AWG 3 PVC o'-1' Max OCPD Rating 20 Amps c 2 THWN-2-Ground 8AWG 1 PVC 0'-1" Max Number of Panels/Circuit 17 3 THWN-2 BAWG 3 PVC 0'-1" 3 THWN-2-Ground 8AWG 1 PVC 0.7. NOTES FOR INVERTER CIRCUITS(Guide Section 8 and 91: °U)c _Lu - 1.)IF UTILITY REQUIRES A VISIBLE-BREAK SWITCH,DOES THIS — -mc o SWITCH MEET THE REQUIREMENTS? PV Module Ratings is STC(Guide Section 5) �.�z YES NO X NA Model Make/Model Trills Solar TSM-245 PA05.18 F Enphase M215�0-60 -S2x-ZC Max Power-Point Current(Imp) 7.89 Amps =Z MICRO-INVERTER AT C°r 2.)IF GENERATION METER REQUIRED,DOES THIS METER Max Power-Point Voltage(Vmp) 30.4 Volts n 00 EACH MODULE,ATTACHED SOCKET MEET THE REQUIREMENTS? Open-Circuit Voltage( O Z U WITH ZEP HARDWARE (Ise) 37.2 Volts YES NO X NA short-circuit Current(Ise) N 8.37 Amps Q 3.)SIZE PHOTOVOLTAIC POWER SOURCE(DC)CONDUCTORS Max Series Fuse(OCPD) 15 Amps L BASED ON MAX CURRENT ON NEC 690.53 SIGN OR OCPD 1110minal Maximum Power at STC(Pmax) 240 Watts CU Q RATING AT DISCONNECT. Maximum System Voltage 1000(IEC)/800(UL) ( j 4.)SIZE INVERTER OUTPUT(AC)CONDUCTORS ACCORDING Voc Temperature Coefficient -0.32 %/'C v #6 BARE CU GROUND ^ TO INVERTER OCPD AMPERE RATING(See Guide Section 9). (GROUNDING MODULE v 5.)TOTAL OF 1 INVERTER OCPD(s).ONE FOR EACH NOTES FOR ARRAY CIRCUIT WIRING(Guide Section 6 and 8 and Appendix DI: &INVERTER) PV CIRCUIT.DOES TOTAL SUPPLY BREAKERS COMPLY WITH 120%BUSBAR EXCEPTION IN 1.)Lowest expected ambient temperature based on ASHRAE minimum mean extreme NEC 690.64(B)(2)(a)? X YES NO dry bulb temperature for ASHRAE location most similar to installation location: -19°C ICU MICROINVERTER CONNECTION , Signs(See Guide Section 7) 2.)Highest continuous ambient temperature based on ASHRAE highest month 2%dry bulb TO ENGAGE TRUNK CABLE temperature for ASHRAE location most similar to installation location: 39°C 0 Sign for inverter OCPD and AC Disconnect: 3.)2005 ASHRAE fundamentals 2%design temperatures do not exceed 47'C in the United States(Palm Springs,CA is 44.1°C).For less than 9 current-carrying conductors Solar PV System AC Point of Connection in roof-mounted sunlit conduit at least 0.5"above roof and using the outdoor design AC Output Current 9.000000 Amps temperature of 47°C or less(all of United States). 0 Nominal AC Voltage 1 2401 Volts a.)12 AWG,90°C conductors are generally acceptable for modules with Isc of 7.68 Amps or less when protected by a 12-Amp or smaller fuse. THIS PANEL FED BY MULTIPLE SOURCES N (UTILITY AND SOLAR) b.)10 AWG,90'C conductors are generally acceptable for modules with Isc of 9.6 Amps o or less when protected by a 15-Amp or smaller fuse. 19C� 00 g m N V POINT OF DELIVERY g m co AND INTERCONNECTION o a t- w =Z m > g VISIBLE/LOCKABLE z ui SREC/ANSI 'KNIFE'A/C FUSED FUSED w w li m J J v PV CIRCUIT 1: 10 MODULES/PARALLEL METER DISCONNECT DISCONNECEXISTING ENTRANCE CONDUCTORS z Cn p 70 • • • O O /� O RATED:100A SHEET V I\/' SUPPLY-SIDE NAME: -- SOLAR TAP f • • • ✓� ✓� NEC 705.12(A) t.t.l Q I A 240V/125A Z W ------ ---- ---- ------- ------ ----------- --- -------- — ------9— — +------ — ------ -- ---- PANEL J Q VisionMeterin Siemens I �— V2S-2S #LNF222R y 2 3 60A/240V 3 3 TO EXISTING SHEET E 1.0 JUNCTION E 1.0 E 1.0 FUSED E 1.0 E 1.0 LOAD-CENTER NUMBER: BOX NEMA3 O NOTE:NEUTRAL CONDUCTOR(S)OMITTED FOR CLARITY ALL INVERTER OUTPUT CIRCUITS WILL HAVE A NEUTRAL CONDUCTOR LLI C W � U C C? N THIS ROOF SECTION WAS N w NOT SURVEYED THIS ROOF SECTION WASco THIS ROOF SECTION WAS NOT SURVEYED THIS ROOF SECTION WAS NOT SURVEYED NOT SURVEYED 3 z O Z 00 O Q L �Wa t U THIS ROOF SECTION WAS V% p If NOT SURVEYED 64 m M N N at THIS ROOF SECTION WAS o NOT SURVEYED o P - P OD OMP.SHINGLE mLU P. + Z m 4 _ it U)ui Lu z co > Lu J : £ 2 2 O SHEET NAMETHIS ROO : Z SECTION WAS THIS 1 MODULES AT 1019 SUN HOURS V WAS NOT SURVEYED SECTION WAS w O NOT SURVEYED C J SHEET USAGE CONSTRAINT NUMBER: PV DESIGN LOGIC o N d