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59 LAWRENCE ST - BUILDING INSPECTION (2) _ 1 A031 The Commonwealth of Massachusetts a Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALERevised Mar4201! _ Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Offidgl Use Only Building Permit Number: Dale Applied: t1�� ) Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION L1 Property Addres ST 1.2 Assessors Map&Parcel Numbers Ica w,r��e Lla Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(R) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Check if yes❑ Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' AN 2.1 owneHerrmurill Dalence Salem MA 01979 MIR Name(Print) rry - City,State,ZIP 59 Lawrence st ;, .ay, 9785678763 Gringo98@gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK (check all that apply) New Constructi Existing Building❑ Owner-Occupied ❑ I Repairs(s) ❑ 1 Alteration(s) O 1 Addition ❑ Demolition ❑ I Accessory Bldg.❑ Number of Units_ Other ❑ Specify: Brief es ription of Proposedpuma �d SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials) 1.Building $ "j 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ 6.Total Project Cost: m vQ.00Check No._Check Amount: Cash Amount:_ ❑Paid in Full ❑Outstanding Balance Due: GGat-L. -1% 1 - 30 1-30kos SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License NumberNo Jr fxprmlion Nate X0 S-f List CSL Type(see below) No.a tree�!/t Type Description ���'I / �/'I t �� �'� U Unrestricted2 Family (Buildings u el ing cu.R) /� Je(, (,A R Restricted l&2 Fami1 Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding t (t SF Solid Fuel Burning Appliances S �1�P QV D�Uidi+lt�0)li( (ah 1 Insulation Telephone Email address I D- Demolition 5.2 Registered Home Im�.provve 1mt/ent Contractor(HIC) '1!i � I.����{/-I) U�`�r HIC Registration Number Expiration DateHIC Company Na l r}IIC I istranl Nam No.and Street , n �- I(� �gt)�t 1,ry t.I� —T Email address Ci /Town,State,ZIP vJp� )C 1 Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .........it' No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize y/r VLb� Qnhr to act on behalf,in all tiers relative to work authorized by this building permit application. ,l{.�li}'I'/Al�j� 10/19/2016 Print Own is Name electronic ignature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Ut Upeoe ht*hit— .0 z-� 1 I Print Owbcr7s or Authorind Agent' Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass. ov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" r 23Fe Comtnonwwa/tb of bLssacAmtseas Deparfntsnd of lndtafbrlafAceRdears OEM"of Inrertlgallon9 I Congres Sir Stelte!Bo Boston,MA 02I1-2017 wtva.nmssgowlaya Workers' Compeosa&n Imaram Affidavit:Buildera/ContractonJElectrieiaas Plumbers Applicant Information Please Print LMdbly Name(Basimso/Oresnizationitndfvidueq:._V 1 V t 1-'t- ✓-OI G V— - Adlinss: 1 8 0 I:D W Ci /State/Zi :Lei--1 UT 18a2z�=3 Photte#: 8c> (o Are you as employer?Cheek the appropriete bolt: Type of pw)eR(rtg L®'�am a employer with� 4. ❑ I am a general contractor and I 6. ❑New constructionire�: employees(fun"or pact-tune).• have hired the sub-conaormrs 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship mud have no employees These sub-conoractors have S. ❑Demolition working far me in any capacity. employees and have workers' (No workers'comp.insurance cat mp•baorma.; 9. [3 Building addition require&) S. ❑ We are a corporation and its 10.0 Elettrial repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their t l.❑Plumbing mpaks or addition myself.(No workers'comp. right of exemption per MOL 12 insurance required:)t e. 132,I1(4),and we have no ❑Roof repairs + employees.(No workers' 13. ther 1Q v' comp.insurance required.) r;My applicant tar checks box m I muss rise ON out the miles below dmvlag their warkom'aampmnrtos policy Idbntatieac Hommwnem who sabmtt this affidavit indicating star aka doing all weak and am hke ounfde monsoon,must suhatft a new emdavh hal(edteg each. tClmnuutote sea cbm*this box tun mutual m additional shad stowing the arts ofthe mlb< ramodw and rate whahwarmrtlme mntfa urea amployam. If the rtt►mtatsaton lave etnpbyaw,dN uwt povida ttwk weakens'aaegr.policy mntMr. I an ear employer that h pievlMeg workers'conupaaraMm hnarance for my enWayeet: Below Al dke peaey eadlob aBe /afmwwtlorc Insurance Company Name: Policy 0 or Self-Ins.Lie. �0: (��\ `��J(��/�� ��'� �� 1 Expiration Date. ��� /���n �O Job Site Address: y I Il�Vyl �C IC� /� City/Stdwz VV� ' Iv ` Apach a copy of*a workers'compensation pmney rleedrstft t page(showing the polky number mod smoredal date). Failure to secure coverage as required under Section 23A of MGL c.132 an lead to the imposition of criminal pc=kfw of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the lbtnr of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA fbr insurance coverage verification. /do hereby Cemb madicr Me A6 and silks o tblorebe/a omwtlan prodded above fir erne and nrrret ftne a V Offlefel ass one. Do not write in Mr sneer,to be conVeard by Nb of town aa7cld City or Town: Pert•tlLkease 0 raming Authority(circle ass): 1.Board of Health L Building Depsrlmeat 3.CBy/Town Clark 4.Electrical Inspector S.Plumbing Inspector &Other Costset Perms: Phone 0: A� CERTIFICATE OF LIABILITY INSURANCE °01M7 01272016 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(ies)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 endomemerd(s). PRODUCER CONTACT MARSH USA INC. NAME: 122517TH STREET,SUITE 1300 PHONE FAX No DENVER,CO 80202-5534 E-MAIL Attn:Demmr.CenRequest@marsh.com I Fax:212-9484381 ADDRESS: INSURE S AFFORDING COVERAGE NAICN INSURER A:Axis Specially Eumpe INSURED VIVIrit Solar,Inc: INSURER.:Zurich American Insurance Company 16535 Vivint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Vivint Solar Provider LLC INSURER D:NIA 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURER E: INSURER F I COVERAGES CERTIFICATE NUMBER: SEA-002920007-12 REVISION NUMBER:O 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. ILTSR TYPE OF INSURANCE AODL SUER POLICY NUMBER MOADDCYEFF MMJDD� LIMITS A X COMMERCIALGENERAL LIABILITY 3776500116EN 012912016 01/292017 EACH OCCURRENCE $ 25,000,000 CLAIMS-MADE � OCCUR PREMISES Ea acrLrrence $ 1,000,000 ' MED EXP(Any one person) $ 10,000 PERSONAL a ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 25,000,000 PNOLICY PRO- O JECT LOC PRODUCTS-COMP/OP AGO $ 25,000,000 X OTHER' $ B AUTOMOBILE LIABILITY BAP509601501 11/01/2015 11/012016 COMBINED SINGLE LIMIT $ 1,000,000 Eaamident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( I X HIREDAUTOS X NON-OWNEDPROPERTY DAMAGE $ AUTOS Were dent Comp/Coll Ded $ 1,000 UMBRELLAL'As OCCUR EACH OCCURRENCE a EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ I $ C WORKERS COMPENSATION WC509601301 11/0112015 1110112016 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE YIN AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUOEDI M NIA (Mandatory in NH) OR,PA,UT E.L.DISEASE-EA EMPLOYE $ 1,000,000 8 If yes,describe under WC509601401 MA 111012015 11/01/2016 DESCRIPTION OF OPERATIONS below i 1 E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD IM,Additional Remarks Schedule,My be attached S more space la required) The Certificate Holder and others as defined in the written agreement am included as additional insured where required by written contract with respect to General Liability.This insurance is primary and non- con bibutory 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 contract with respect to General Liability and Workers Compensation. CERTIFICATE HOLDER CANCELLATION City of Salem SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 93 Washington Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Salem,MA 01970 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Kathleen M.Parsloe .hr. fgtabw ' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD im t r�2nzn»tue llA aazacfit«ellJ Office of Consumer Afau s nd Business Regulation 10 Park Plaza Suite 5170 Boston,Massachusetts 02,116 Home 1:tnproweme rttontractor Registration Reglatrallon: 170848 r T Type: Supplemenl Card i E.piration: 11812018 VIVINT SOLAR DEVELOPER LLC. +` KYLE GREENE �` t 3301 N THANks, VINO WAY SUITE Spy4�fp LEHI UT 840-0 t;1 4UpdntaAddr and return 4"Mark rearoa fer ceaape a Addrtu U Renewal ❑Emptoyment � Lot Card ew t e moovn - � 1 M 1 t: M ssachu$etts - Depprtment of Public Safety 3?ard of SWIdino Regulations and Sta a aids .,�..; s�tl}7fi 1`iFs t1t7fl �le.cr�a'sk tN •• �_ '*�� •�•.••.••, Ucens Ce S-108068 •» KYLE GRE ENE r 44 MAIN STREET North. Reading MA 0 � Ir Expiration " • ConvWssioner , 01120J2018- Y 4 . C7r o �7' of Il Il. solar ,BUU W Ashton Blvd. Structural Group Lehi, UT 84043 Jon P. Ward, SE,PE Clint C.Karren,PE structural Engineering Manager Structural Engineering Manager ion.ward@vivintso/ar.com clinkkarren@vivintso/ar.com October 24, 2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Dalence Residence 59 Lawrence St, Salem, MA S-5295673; 5.3 kW; MA-01 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 VisiWerification Form prepared by a representative from our office under my supervision identifying specific site information including size and spacing of members 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 the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal 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 the following: • Roof Sections (1 and 2): Prefabricated truss with all chords constructed of 2x4 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Section 3: Roof section is composed of assumed 2x6 dimensional lumber at 16" on center and a single layer of roofing. The attic space is finished and photos indicate that there was no access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Stability Evaluation: A. Wind Uplift Loading 1. Calculations for uplift are based on ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, a wind speed of 100 mph based on Exposure Category B and 31 and 10 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B, Zone 2 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. I Page 1 of 2 viviprpt• solar ! �7 YY f�i S. Loading Criteria 10 PSF Dead Load (roofing/framing) 40 PSF = Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures and in accordance with the 2009 International Residential Code with Massachusetts Amendments. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Ecolibrium Solar Installation Manual", which can be found on the Ecolibrium Solar website (www.ecolibriumsolar.com). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 '/z'thick and mounted 4 '/2" off the roof for a total height off the existing roof of 6".At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 205 Ibs/inch of penetration as identified in the National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/z', is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1, 2, and 3): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four(4) spaces or 64"o/c, whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with the 2009 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. �AA4 OF � Regards, sv� _ s N P G Jon P. Ward, SE, PE AR MA License No. 52584 A u NO. 525 CFO/STE 401 A0 PS/OVAL ,SOFT T Page 2of2 ` ivin Y. solar RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT MOMDQ'1�eS0IarM Customer Name and Contact Information: Transaction Date Name(s) Helmuth Dalence Service No.2016-10-14 Installation Location - Address 59 Lawrence St Approximate Start and 59 Lawrence St Salem MA 01970 Completion Date Salem 2017-04-12 Home Phone 6172575295 MA 01970 Cell Phone 6172575295 E-Mail gringo075@me.com Our Promises + We will design,install,maintain,repair, +.We will not place a lien on Your Property. monitor,and insure the System at no additional cost to You. + You are free to cancel this Agreement any time prior to Our commencement of + We warranty all of Our work,and that Our installation work at Your Property. roof penetrations will be watertight,for the initial 20 year term. _ + The Energy Price includes a$5 monthly discount for paying by automatic debit + Your Energy Price will not increase by more from Your bank account. than 2.9%per year. + You will not be responsible for any + After five years,if You need to make property tax assessed on the System. Property repairs,We will remove and reinstall the System if You payOur + We will fix or pay for any damage We may estimated costs. cause to Your Property or belongings. Your Commitment ' Pay for the Energy produced by the System. ' Maintain a broadband internet connection. • Keep Your roof in good condition throughout Continue service with Your Utility for any the Term. energy used above and beyond the System's • Respond to Our sales and support teams production. when scheduling and completing paperwork. At the End of Your Initial Term ' You can renew the Agreement • You can request that We remove the System for a subsequent term; at no additional cost. You can purchase the System;or If You Move ' We guarantee You can transfer the ' You can relocate the System to Your Agreement to the new owner,regardless of new home;or credit rating; _ After the sixth anniversary,You can purchase ' You can prepay the Agreement; the System. Vivint Solar Developer, LLC(EIN: 80-0756438)is a licensed contractor in each state in which we operate,for information about our contractor licenses please visit www.vivintsolar.com/licenses. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACT YOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address: support@vivintsolar.com I vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 Phone 877.404.4129 I Fax 801.765.5758 Cop right,t)2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)I Page 1 r i SIGNATURE PAGE AND NOTICE TO CUSTOMERS A. INCORPORATED DOCUMENTS. These documents G. You have the right to require Us to have a are incorporated into this Agreement and apply to the performance and payment bond. relationship between You and Us: (1) Residential Solar H. CUSTOMER'S RIGHT TO CANCEL. YOU MAY Power Purchase Agreement, (2) Exhibit A: Notice of CANCEL THIS CONTRACT AT ANY TIME BEFORE THE Cancellation, (3) Exhibit B: State Notices and LATER OF: (1) MIDNIGHT OF THE THIRD (3RD) Disclosures, (4) Exhibit C: Certificates of Insurance, BUSINESS DAY AFTER THE TRANSACTION DATE, OR and (5) Customer Packet. (II) THE START OF INSTALLATION OF THE SYSTEM OR B. WE HAVE NOT GUARANTEED, PROMISED OR ANY OTHER WORK WE PERFORM ON YOUR OTHERWISE REPRESENTED ANY REDUCTION IN PROPERTY. IF YOU WISH TO CANCELTHIS CONTRACT, ELECTRICITY COSTS IN RELATION TO THE SYSTEM YOU MUST EITHER: (1) SEND A SIGNED AND DATED THAT WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION BY MAIL, E-MAIL, C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES OR FAX; OR (2) PERSONALLY DELIVER A SIGNED AND UNLAWFULLY OR COMMIT ANY BREACH OF THE DATED WRITTEN NOTICE OF CANCELLATION TO: PEACE TO REMOVE GOODS INSTALLED UNDER THIS VIVINT SOLAR DEVELOPER, LLC, 1800 W ASHTON AGREEMENT. BLVD, LEHI, UT 84043, ATTN: PROCESSING D. DO NOT SIGN THIS AGREEMENT BEFORE YOU DEPARTMENT. IF YOU CANCEL THIS CONTRACT HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL You have read and received a legible copy of this REFUND OF YOUR MONEY. REFUNDS MUST BE MADE Agreement, that We have signed the Agreement, and WITHIN 10 DAYS OF OUR RECEIPT OF THE that You have read and received a legible copy of every CANCELLATION NOTICE. SEE THE ATTACHED NOTICE document that We have signed during the OF CANCELLATION FOR AN EXPLANATION OF THIS negotiation. RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO YOU THE "NOTICE OF CANCELLATION". A SALES REPRESENTATIVE. I. Unless You are provided with a longer period in F. DO NOT SIGN THIS AGREEMENT IF THIS Exhibit A,You may not terminate this Agreement after AGREEMENT CONTAINS ANY BLANK SPACES. You are three(3)business days of the Transaction Date. If You entitled to a completely filled in copy of this seek to cancel thereafter, then You will forfeit any Agreement, signed by both You and Us, before any amounts previously paid and You may owe Us the work may be started. Default Payment. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: Printed Name:Name: Serge Didenko Printed Name: Helmuth Dalence Salesperson No.: Date. 2016-10-14 Date: 2016-10-14 Signature: Printed Name: Date 2016-10-14 Copyright© 2016 Vivint Solar Developer, LLC. All Rights Reserved. PPA(8/2016,v3.2.2)(Page 18 EcolibriumSolar Customer Info Name: Email: Phone: Project Info Identifier: 5295673 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: Jinko Solar Module Model: JKM265P-60 Module Quantity: 20 Array Size (DC watts): 5300.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE7600A-US(240V) Project Design Variables Module Weight:41.88778lbs Module Length: 64.960665 in Module Width: 39.0551392 in Basic Wind Speed: 100.0 mph Ground Snow Load:40.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load- Upward: 820 Ibf Lag Bolt Design Load- Lateral: 288 Ibf Module Design Moment—Upward: 3655 in-lb Module Design Moment—Downward: 3655 in-lb Effective Wind Area: 20 ft2 Min Nominal Framing Depth: 2.5 in Min Top Chord Specific Gravity: 0.42 'III i EcolibriumSolar Plane Calculations (ASCE 7-10): North West Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 29.495422041482 ft Include North Row Extensions: No Roof Slope: 31.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 0.71 0.71 0.71 Roof Snow Load 19.1 19.1 19.1 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf Aso Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 19.1 19.1 19.1 psf Downslope: Load Combination 3 9.6 9.6 9.6 psf Down: Load Combination 3 16.1 16.1 16.1 psf- Down: Load Combination 5 13.7 13.7 13.7 psf Down: Load Combination 6a 21.3 21.3 21.3 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 21.3 21.3 21.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.2 71.2 71.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.7 23.7 23.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.2 55.2 55.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from.Attachment to Perimeter of PV Array 18.4 18.4 18.4 in i EcolibriumSolar Layout Skirt e Coupling End Coupling Note: If the total width of a continuous array exceeds 35 ft, break 00 Clamp array to allow for thermal expansion and contraction. See O End Clamp Installation Guide for details. S North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip I Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with SolarABC's Expedited Permit Process Module Quantity: 9 Weight of Modules: 377 Ibs Weight of Mounting System: 36 Ibs Total Plane Weight:413lbs Total Plane Array Area: 159 ft2 Distributed Weight: 2.6 psf Number of Attachments: 18 Weight per Attachment Point: 23 Ibs Roof Design Variables Design Load -Downward:918 Ibf Design Load -Upward: 720 Ibf Design Load -Downslope:460 Ibf Design Load- Lateral: 252 Ibf Ecolibriurri Plane Calculations (ASCE 7-10): North East Roof 3 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 14.4846027303125 ft Include North Row Extensions: No Roof Slope: 31.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description - Interior Edge Corner Unit Flat Roof Snow Load - 26.9 26.9 26.9 psf Slope Factor 0.71 0.71 -0.71 Roof Snow Load 19.1 19.1 19.1 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Net Design Wind Pressure Downforce 19.4 19.4 19.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -20.7 -24.3 -24.3 psf Design Wind Pressure Downforce 19.4 19.4 19.4 psf Aso Load Combinations Description Interior Edge Corner Unit Dead Load - 2.4 2.4 2.4 psf Snow Load 19.1 19.1 19.1 psf Downslope: Load Combination 3 9.6 9.6 9.6 psf Down: Load Combination 3 16.1 16.1 16.1 psf Down: Load Combination 5 13.7 13.7 13.7 psf Down: Load Combination 6a 21.3 21.3 21.3 psf Up: Load Combination 7 -11.2 -13.4 -13.4 psf Down Max 21.3 21.3 21.3 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.2 71.2 71.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 64.0 64.0 64.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.7 23.7 23.7 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.2 55.2 55.2 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 18.4 in EcolibriumSolar Layout Skirt e Coupling End Coupling Note: If the total width of a continuous array exceeds 35 ft, break Oo Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. ® North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip I Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 4 Weight of Modules: 168 Ibs Weight of Mounting System: 18 Ibs Total Plane Weight: 186 Ibs Total Plane Array Area: 70 ft2 Distributed Weight: 2.63 psf Number of Attachments: 9 Weight per Attachment Point: 21 Ibs Roof Design Variables Design Load- Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope:460 Ibf Design Load- Lateral:252 Ibf EcolibriumSolar Plane Calculations (ASCE 7-10): South West Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft Attachment Type: Stagger Attachments:Yes Average Roof Height: 25.0 ft Include Snow Guards: No Least Horizontal Dimension: 25.5122848179779 ft Include North Row Extensions: No Roof Slope: 10.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 26.9 26.9 26.9 psf - Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf _ Net Design Wind Pressure.Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 26.9 26.9 26.9 psf Downslope: Load Combination 3 5.0 5.0 5.0 psf Down: Load Combination 3 28.4 28.4 28.4 psf Down: Load Combination 5 11.9 11.9 11.9 psf Down: Load Combination 6a 29.1 29.1 29.1 psf Up: Load Combination 7 -10.2 -17.7 -27.3 psf Down Max 29.1 29.1 29.1 psf Spacing Results(Landscape) Description Interior Edge Corner. Unit Max Allowable Spacing Between Attachments 60.9 60.9 60.9 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 20.3 20.3 20.3 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 47.2 47.2 47.2 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 32.0 32.0 32.0 in Max Cantilever from Attachment to Perimeter of PV Array 15.7 15.7 15.7 in EcolibriumSolar Layout A A q Skirt o Coupling End Coupling Note: If the total width of a continuous array exceeds 35 ft, break 0 Clamp array to allow for thermal expansion and contraction. See End Clamp Installation Guide for details. ® North Row Extension Warning: PV Modules may need to be shifted with respect to roof 0 Row-to-Row Bonding Clip/Bonding Jumper trusses to comply with maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 7 Weight of Modules: 293 Ibs Weight of Mounting System:40 Ibs Total Plane Weight: 333 Ibs Total Plane Array Area: 123 ft2 Distributed Weight: 2.7 psf Number of Attachments: 20 Weight per Attachment Point: 17 Ibs Roof Design Variables Design Load -Downward: 918 Ibf Design Load- Upward: 720 Ibf Design Load- Downslope:460 Ibf Design Load- Lateral: 252 Ibf EcolibriumSolar Bill Of Materials Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 2 ES10121 EcoX Coupling Assembly 17 ES10146 EcoX End Coupling 10 ES10103 EcoX Clamp Assembly 27 ES10136 EcoX End Clamp Assembly 20 ES10144 EcoX Junction Box Bracket 3 (Optional) ES10132 EcoX Power Accessory Bracket 20 ES10333 PV Cable Clip 100 ES10334 4 PV Cable Clip 40 ES10195 EcoX Base, Comp Shingle 47 ES10197 EcoX Flashing, Comp Shingle 47 PV SYSTEM SIZE: N 5.300 kW DC 59 Lawrence St, Salem MA 01970 - ---- ------------- oe I I O I I PV INTERCONNECTION POINT,INVERTER, &LOCKABLE DISCONNECT SWITCH,& cn UTILITY METER LOCATION;TIE INTO METER#250229823 c•� m PRE EXISTING SOLAR ARRAY I I JUNCTION BOX ATTACHED TO ARRAY USING ECOX TO KEEP JUNCTION BOX OFF ROOF SHEET NAME: J 100'OF 1"PVC CONDUIT w z FROM JUNCTION BOX TO ELEC PANEL _ N ga (20)Jinko Solar JKM265P-60 MODULES WITH SHEET 0 ON SolarEdge BACK OF E Optimizer PV SYSTEM SITE PLAN ON THE BACK OF EACH MODULE. SCALE:3/32'=1'-0' a ONDUIT RUN FROM PRE EXISTING SOLAR TIE INTO METER# 250229823 e ° Roof Section 1 Roof Azimuth:294 Roof Tilt:31 L O V STRING#1: 9 MODULES C a Roof Section 2 — RCof Azimuth:24 += Roof Tilt 31 9 OMP.SHINGLE s e N - s s 7 a a SHEET NAME: Roof Section 3 a S PV STRING#2. RoofAamuth:204 a 11 MODULES RoofTiR 10 sNEEr NUMBER: O PV SYSTEM ROOF PLAN cV SCALE:1/8'=V-0" d MOUNTING „„ oIND JUDER DETAIL ING PV MODULES,TYP.MOUNT SNER OF COMP SHINGLE ROOF, rusMP SliNOlES PARALLEL TO ROOF PLANE N ss i.wlsc�w 10NOVE-11.R1. PV ARRAY TYP. ELEVATION NOT TO SC E MOUNT DETAIL- ECOX m WITH METAL FLASHING O NOT TO S-E V' c CLAMP+ CANTELEVER U4 OR LESS •> c ATTACHMENT •. 9 COUPLING L=PERMITTED CLAMP SPACING SEE CODE COMPLIANT e ECO LETTER FOR MAX ALLOWABLE COMPATIBLE CLAMP SPACING. MODULE COUPLING ¢ CLAMP+ PERMITTED ATTACHMENT CLAMP CLAMP SPACING .COUPLING PHOTOVOLTAIC MODULE s w a Via" C a L-PORTRAIT Hie CLAMP SPACING N ECO Z d COMPATIBLE F L=LANDSCAPE MODULE - 0 0 CLAMP SPACING SHEET MODULES IN PORTRAIT/LANDSCAPE PV SYSTEM MOUNTING DETAIL SHEET NUMBER: / NOT TO SME NOT TOS-- (h a PhotovoRaic System Conduit Conductor SChe#Ule(ALL CONDUCTORS MUST BE COPPER) f - 2 - DC System Size 5300 Tag# Description wire Gauge #of Conductors/Color Conduit Type ,Conduit Size 'f -- AC System Size ]600 1Pl Wire 10 AWG 2(V+,V-) N/A-Free Air N/A-Free Air o 4 4 - F Total Motlule fount 20 1 Bare Copper Ground(EGC/GEC) 6AWG 1-BARE N/A-Free Air N/A-Free Air o 4 - - al 2THWN-2 30 AWG 4(2V+,2V-)B/R PVC - I" do on - ZTHWN-2-Ground 8AWG 1(GRN) PVC 1" en u c < ea AJ' - 3THWN-2 8AWG 3(ILI,11-2,11N)B/R/W PVC 1" opIs m E 'o �a 3THWN-2-Ground 8AWG 1(GRN) PVC 1" w N a oa Existing Module Information. T 4 THAN-2 6AWG 3(1L1,IL2,1N)B/R/W LFNC 1" E m 3 Type:print,Sol at Tug 255 POOR 08 1 4THWN-2-Ground 8AWG 1(GRN) LFNC I" — coudo 19 se j Existing Inverter Information: , y_ Type:M215 60 2LL S22 ZC count 19 O SRISQANSI METER yETNIIE CRABIE N \ EQUIVALENT U5934- DISCONNECT MIIBAN8100AOR 'R XL W 51EMEM EM W INF2F222R = 60 E UND NE it 0ft EQUIVALENTOWALENT X Mdo a L • • �, Solar Edge C SE)mat to oy or ' nform20 Ny51 CII.1-2Mg Ed,moflnterConnxdoq NECSupply2014 > SQIWiE 0O122NR8 705.12IAI,Conforms to NE[201I > Z 240V/60A FU5ED NEIVAisit or w m OR EQUIVALENT WITH TS C TE0.MI NAROM STRING 2:11 PV t 2 11 MODULES ,Ty( �: Phaser sPon o6g2maen NAect ME Moou¢5 �_ .I 3 q0A ]JIiI1HIIITt-' q rl O SHEET L STRING D— NUMBER: 2DPV MODULES PER INJERTER=5300 WgTR LL- -Lv_=-- -- --- - —y 5TC DISCONNECNIBLE'KNIFVHTor A/C ML AWG COPPER SIZf9 V y{ DISCONNECT INSIGHTOF TAP AWG COPPER W DC Safety Switch Conductor Calculations Rated for max operating condition of inverter PV Motlule Ratin @STC NEC 690.35 compliant Module Make Motlel g IKM265PP- -Wire gauge calculated from NEC code 330.15(B)(I6)with ambient temperature calculations o 4 'opens all ungrounded conducrors / W from NEC 310.15(2)(a). m Max Power PointCurrent(Imp) 8.44 Amps For"On Roof'conductors we use the 90°C column ampaciry,0.5"-3.5"off-[he-roof temperature u •+ Max Power-Point Volta gs(Vmp) 31.4 - Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). a e Optimizer Solar Edge P300 ty with v m c Open-Circuit Voltage(Vac) 38.6 Volts For"Off.Roof'conductors we use the 75°C column ampacity,or the 90°C column aripaci th Ei '0 DC Input Power 300 Watts the relevant ambient temperature and raceway fill adjustments,whichever is less. ShorbCircui[Curren[(Isc) 9.03 Amps CC Max Input Voltage 48 Volts The reti ng of the conducmrafteradjustments MUST be greater than,or equal m,the continuous DC Max Input Current 12.5 Amps Max Series Fuse(OCPD) 35 Amps duty uprited output current. It h — OCMaxOu[putCurrent 15 Amps Nam.Maximum Power a[STC(Pmax) 265 Wans Calculation Example-Wire Rating(90°f)x Ambient Temperature Adjustment x Conduit Fill Max String Rating 5250 Wan, Maximum System Voltage 10MV DC(IEC) Adjustment>=Continuous Duty Output Current Inverter Make/Model SE7600A-US Voc Temperature Coefficient -0.3 %/C (On Roo[Tag 2):10 gauge wire rated for 40 A, 40A x 0J6 x 0.8(4 Conductors)=24.32 A>= CEC Efficiency 97.5 % 18.75A - ACOperatingVoltage 240 Volts PV Module Rating @STC (Off Roof,Tag3):Bgaugewiremtedfor5OA, SOA>=39.58A v Continuous Max Output urrenl 32 Amps Module Make/Model Trina Solar TSM-255 PD05.08 DC Maximum Input Current 23 Amps Max Power-Point Current 8.37 Amps 0 Shod Cvcuit Current 4D Amps Max Power-Point Voltage(Vmp) 30.5 Volts to Max Output Fault Current 00 A/20ms Open-Circuit Voltage(Vocl 38.1 Volts Short-Circuit Current Qsc) 8.88 Amps Max Series Fuse(OCPD) 15 Amps Nom.Maximum Power at STC(Pmax) 255 Watts � Maximum System Voltage 1000 V(IEC)/600 V(UL) Voc Temperature Coefficient -0.32 %/C Inverter Make/Model M215-60-1LL-522-ZC Max Dc Volt Rating 45 Volts v` Max Power at 40C 215 Watts AC Output Current According to NEC 690.8(B)(1) 31.67 Amps Nominal AC Voltage 240 Volts Nam inal AC Voltage 24D Volts Max AC Current 0.9 Amps TH IS PANEL IS FED BY M U LTIPLE SOU RCES(UTILITY AND SOLAR) CICPD Calculations Max OCPD Rating 20 Amps ROOFTOP CONDUCTOR AMPACITIES DESIGNED IN COMPLIANCE v Max Number of Panels/Circuit 17 WITH NEC690.8,TABLE5310.15(B)(2)(a),310ASs)(3)(a), Breakers sisd according to congntlous duty output current.PV circuit nominal current based n Short Circuit Current 1.05 Amps 310.15(13)(3)(c),310.15(B)(16),CHAPTER 9 TABLE 4,5,&9. off inverter continuous output current X(1.25(NEC code 210.19(A)(1)(a)). go LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 or Lo DATATABLES. 6m39r1:SSE:7600 A-US-U Max Output=31.67 A x1.25(NEC code 210.19(A)(1)(a)) i ASHRAE 2013- _ 5 40 A(OCP >D) Highest Monthly 2%DB Design Temp:32.5 Celsius system outputcunert w/wntinuous tluy=39.58<40A(System OCPD) p p w w z m Lowest Min.Mean Extreme DB:-23.9 Celsius a a = e a Other Notes z n E u, •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC SHEET NAME: •All ampadry calculations are made incompliance with NEC 220.5(e) w w u m Z n SHEET NUMBER: N LL; B MODULES a 7455UNHOUF a� tr+14, POOL SECTION .MODULES®sue aBxxouP t $ • 't~ ' OHIS ROOF (RUBBER)SECTfON UNUSPBLE BOONUSE a \� WE i y l j ! o � SHEET cann.snNBL NAME: J POOVBEcnoN - Z U 7— 7 MODULES®742 SUNHOUR N 0 RE ENSPNO sowv ERPnv 0 O SHEET ROOF SPACE CONSTRAINT NUMBER: r O Offset Percentage 72.7% a