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9 VISTA AVE - BUILDING INSPECTION (3) The Commonwealth of Massachusetts CITY OF Board of Building Regulations and Standards SALEM Massachusetts State Building Code,780 CMR Revised Mar 2011 1 Building Permit Application To Construct, Repair, Renovate Or Demolish a 9t- One-or Two-Family Dwelling This Section For Official Use Only -F` i Building Permit Number: I Date A lied: A W r<-. Y Building Official(Print Name) Signature 1 e :0 P SECTION 1:SITE INFORMATION Ll Pro er • d ss: 1.2 Assessors Map&Parcel Numbers d „ 1.IS 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 R) Frontage(R) 1.5 Building Setbacks(R) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L e.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: • Zone: _ Outside Flood Zone? Public❑ Private❑ Check if yes❑ Municipal❑ On site disposal system ❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 ow bli a Menazea Salem MA 01979 Name(Print) City,State,ZIP 9 Vista ave 9787895785 Legerm@comcast.net No.and Street Telephone - Email Address SECTION 3: DESCRIPTION OF PROPOSED WORW(check all that apply) New Constructiwl1l Existing Building❑ Owner-Occupied ❑ 1 Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition Cl IAccessory Bldg. ❑ Number of Units_ Other ❑ Specify: Brief r ri t on of Propose Wlar.culsiftork': ' t SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Mate ' Is) 1.Building $`Z 1. Building Permit Fee:$ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: S 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire S Suppression) Total All Fees:$ Check No._Check Amount: Cash Amount:_ 6.Total Project Cost: S (0)OC, 0 Paid in Full 0 Outstanding Balance Due: The Commonweakh of Massachusetts Department of lndustrialAccidents g 1 Congress Street'Suite 100 Boston, MA 02 114-2 01 7 www massgov/dia 11 orkers'Compensation Insurance AMdavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leath Name(Business/Organirationtmdividua0:Yvint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi, UT 84043 Phone#:855-877-2974 Am you an employer?Check the appropriate box: Type of project(required): LQ I am a employer with 254 employees(full auditor part-time).* 7. ❑New construction 2.[314m a sole proprietor or partnership and have an employees working forme in 8. Remodeling my capacity.[No workers'comp,insurance required.) ❑3.O 1 ere a homeowner doing all work myself.[eta worker'Comp.insurance9. Demolition e required.]' 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property- 1 will 10 El Building addition cmuse that all contractors either have workers'compenmtion insurance or are sole I I.0 Electrical repairs or additions proprietors with no employees. 12.[]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the wbcontnclms listed on the attached shed. 13.�Roof repairs These wb•contractors have employees and have workers'romp.insurance} 6F1 We ere a corporation and its otiicers have exercised their right of exemption per MGL c. 14.QOther 152,f I(4),and we have no errryloym.(No workcri comp.insurance required.] *Any applicant that checks box#1 must also fill cat the section below showing their workeri compensation policy infomatinn. • t Homeowners who submit this affidavit indicating they use doing all work and then hire outside contractors must submit a new affidavit indicating such. tContmcmrs that check this box min aaached an additional sheet showing the name of the wMcrontreclws and state whetter or not those entities have employees. If the sub-conaraelors have ernployeea,they must provide their workers'comp.policy number. I am an employer that iv providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name:Marsh USA Inc Policy#or Self-ins.Lic.#:WC509601302 Expiration Date:11/0112017 Job Site Address: \1 V�4_ q VU V City/State/Zip:. CIA W NA q Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500M 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.A copy of this statement may he forwarded to the Office of Investigations of the D[A for insurance coverage verification. I do hereby certify under th and pens/lies of perjury that the information provided above is true and correct. Siannmre: —t '—+' Date:_1 Phone#• Official use only. Do nor write in this area,to be completed by city or town official. 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#: SECTION 5: CONSTRUCTION SERVICES • 5.1 Construction Supervisor License(CSL) '()r�OUK License Number Ezprmtion ate Na plcr ��(/ t )List CSL Type(see below) V No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu.R) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Mason ry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Tele hone Email address D Demolition 5.2 Registered 1HIome�Immprovvem�/e''�nt Contractor(HIC) 1')/i c{)� Nib (1 �!t-I� "�`-I N HIC Registration Number Lxpirationn Date HIC Company Nan r IC R rstront Nem Gi �pX��� � ku�Q•GI`�t2(�ViV�(1},C��d��a� No.and Street`)IIn1,�, �lU� � —r Email address Ci /Town State,ZIP 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 .........�' 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 V A yl h hr to act on my behalf,in all matters lative to work authorized by this building permit application. Abila Benazea R� 11/18/16 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNEW 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. kWt Upvne hw4v_ 3d Print 0 er s or AuthorizelAgent' Name(Electronic Signature). Date NOTES: U. 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/d t)_s 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' AC R CERTIFICATE OF LIABILITY INSURANCE DATEIMM/DD/YYYYI 0112712016 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 INSURERS), 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 endorsements. PRODUCER NAME: MARSH USA INC. 122517TH STREET,SUITE 1300 mom IVXe,Hog: DENVER,CO 80202-5534 Eo AIIR.Denver.Cm Regms @marsh.cx m I Fax:212-948:4301 INSURERS)AFFORDING COVERAGE NAICN INSURER A:Ana Specially Europe INSURED Yvinl Solar,Inc: INSURER B:Zurich American Insurance Company 16535 Vlvint Solar Developer LLC INSURER C:American Zurich Insurance Company 40142 Mvinl Solar Provider LLC INSURER D:sort NIA 3301 North Thanksgiving Way,Suite 500 Lehi,UT 84043 INSURERE: NSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002920007-12 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. INSR TypE OFINSURANCEUWF POUCYEFF POLICY UP LM POUCYNUMBER ML110 LIMITS A X COMMERCIAL GENERAL ABILITY 776500116EN 01Y29I2016 0112912017 EACH OCCURRENCE_ $ 25,000,000 CIAIMS-MADE MCCCUR MI Ee em�v,, $ 1,000,000 T MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 25,000,000 X POLICY 0 jECT LOC PRODUCTS COMP/OP AGG 3 25,000,000 OTHER: a 8 AUTOMOBILE UABIUW RAP509601501 11/01/2015 11101/2016 BIN I LEUMIT $ 1,000,000 a agaidem X ANY AUTO BODILY INJURY(P.,person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) X HIREDAUTOS X AUTOS PROPEL DAM- E E CurmuColl Dad S 1 000 UMBRELLA LAS OCCUR EACH OCCURRENCE E EXCESS LIAR CLAIMS-MADE AGGREGATE .E DEO I RETENTIONS S C WORKERS COMPENSATION WC509601301 11/01/2015 1110112016 X - AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTIVE AZ,CA,CT,HI,MD,NJ,NY,NV,NM, E.L.EACH ACCIDENT $ 1,000,000 OPFICERI&1EMBER EXCLUDED'! N N/A (Mandatory In NHl OR,PA,UT E.L.DISEASE-EA EMPLOYEE S 1,000,000 B It yea.aesulbaumar WC509601401(MA) 11101R015 1110112016 DESCRIPTION OFOPERATIONS below I E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEKICLES(ACORD 101,Additional Remarks Schedule,may be attached It more apace is required) The Certificate Holder and others as defined in the written agreement ale included as additional insured where required by written contract with respect to General Liability.This insurance is primary and non- contributory over any existing insurance and limited to liability arising out of the operators 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. AUTHORVED REPRESENTATIVE of Marsh USA Inc. I Kathleen M.Parsloe ,r .ter-tals� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs d Business'Regulation 10 Park Plaza-Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Repfelre0oir. 110,848 IYDe: .SBpplemenl Cord VIVINT SOLAR DEVELOPER LLC. Fxpi(allonr 1i51201e KYLE GREENE - -- 3301 N THANKSGIVING WAY SUITE,306 -- LEHI; UT 84043 _ T_ Updateat'Utdro and retdro oerd,Mric'erroo far Cb"g . eC.+ a M.Nng 10 AAdreo 0 Renewal [] 6mplaym nt 0 Lost Card 4 Mp- s' sachusetts - DeNlrtrnent of pubric Safety, hoard of 8xi tdinct Regulations and Standards s _tcense: CS-108068 _ KYLE GREENS ' s. '•� , ,. 44 MAIN STREET A North Reading MA O $ , a4 is EXpirat t n r Convy-iss onef 01 18 vovo hl. s o l a r Lehi, UT 16U0 W Ash , UT Blvd. Structural Group 84043 Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager ion.ward@vivintsolar.com clint.karren@vivintsolar.com November 28,2016 Mr. Dan Rock, Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Chapajong Residence 9 Vista Ave, Salem, MA S-5281819; 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: • Prefabricated home with 2x6 dimensional lumber at 24" on center with purlin supports 1'from the ridge and a single layer of rooting. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. The interior horizontal length of the rafter used for design verification is 13.12' with an additional 1.25' eave. Based on the span of the existing rafters for this roof section, a structural upgrade is required to strengthen the roof system. Approved Structural Upgrade Ootions The method to be used shall be determined by the Licensed Construction Supervisor (CSL) under my direction and based on actual field conditions such as access to the attic and location of load bearing walls. 1. Knee wall or Purlin constructed of either 2 x 4's or 2 x 6's with a top and bottom plate attached to the rafters and attics joists respectively, shall be placed in the attic within 12"of a load bearing wall below the attic.The maximum permitted angle of the Knee wall or Purlin struts shall be 45 degrees. 2. Full length sister rafter shall be installed from the ridge to the exterior wall same size as the existing rafter. The sistered rafter shall be nailed with 12 penny nails in a staggered pattern every 18". One splice in the new rafter may be permitted if plywood mending plates (min 24" in length) are installed on both sides of the rafter with 3/8" carriage bolts. Minimum of 2 bolts are required on both sides of the butt joint with construction adhesive utilized. 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. Page 1 of vivi 1.0. solar a 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 22 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. B. Loading Criteria 8 PSF= Dead Load (roofing/framing) 40 PSF=Ground Snow Load 3 PSF= Dead Load (solar panels/mounting hardware) Total Dead Load= 11 PSF C. 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 1/2" thick and mounted 4 1/2" 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 1/2", is less than the . maximum allowable per connection and therefore is adequate. 4. Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every other 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 two (2) spaces or 48" 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 and the structural upgrades installed, 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. A4 OF d Regards, N P G Jon P. Ward, SE, PE AR MA License No. 52584 a No. 525 q � � P �FaISTEP�����4� ss/ONAL ENG A� ,��►� TV" • Page 2 of bivi Y . solar Ecolibrium Solar Customer Info • Name: Email: Phone: Project Info Identifier: 5281819 Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer: JA Solar Module Model: JAPE-60-270/4BB Module Quantity: 17 Array Size(DC wafts): 4590.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer: SolarEdge Technologies Inverter Model: v.SE3800A-US(240V) Project Design Variables Module Weight:40.124084 Ibs Module Length: 64.960665 in Module Width: 39.0157691 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 EcolibriumSolar Plane Calculations (ASCE 7-10): North East Roof i Roof Shape: Edge and Corner Dimension: 4.531878296821415 ft Attachment Type: Composition Shingle- ES Flashing Stagger Attachments: Yes Average Roof Height: 25.0 ft Include Snow Guards: Yes Least Horizontal Dimension:45.3187829682142 ft Include North Row Extensions: No Roof Slope: 22.0 deg Truss Spacing: 24.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 26.9 26.9 26.9 psf I, Slope Factor 1.0 1.0 1.0 Roof Snow Load 26.9 26.9 26.9 psf Wind Pressure Calculations �I 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 1.0I. Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf I' Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.3 2.3 2.3 psf Snow Load 26.9 26.9 26.9 psf Downslope: Load Combination 3 10.2 10.2 10.2 psf Down:Load Combination 3 25.2 25.2 25.2 psf Down:Load Combination 5 11.7 11.7 11.7 psf Down: Load Combination 6a 26.6 26.6 26.6 psf Up: Load Combination 7 -10.4 -17.9 -27.5 psf Down Max 26.6 26.6 26.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 63.6 63.6 62.7 in Max Spacing Between Attachments With Rafter/Truss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 21.2 21.2 20.9 in Spacing Results Portrait P 9 (Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 49.3 49.3 48.6 in Max Spacing Between Attachments With Rafterfrruss Spacing of 24.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 16.4 16.4 16.2 in EcolibriumSolar Layout 6 !: 016, f I i Skirt e Coupling 0 End Coupling Note: If the total width of a continuous array exceeds 35 ft, break Clamp array to allow for thermal expansion and contraction. See 0 End Clamp Installation Guide for details. 0 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: 17 Weight of Modules: 682 Ibs Weight of Mounting System: 82 Ibs Total Plane Weight: 764lbs Total Plane Array Area: 299 ft2 Distributed Weight: 2.55 psf Number of Attachments: 41 Weight per Attachment Point: 19 Ibs Roof Design Variables Design Load-Downward: 918 lbf Design Load-Upward: 720 Ibf Design Load-Downslope: 460 Ibf Design Load-Lateral: 252 IV • EcolibriumSolar Bill Of Materials • Part Name Quantity ES10260 EcoX Row-to-Row Bonding Clip 4 E310121 EcoX Coupling Assembly 15 ES10146 EcoX End Coupling 3 ES10103 EcoX Clamp Assembly 28 ES10136 EcoX End Clamp Assembly 13 ES10144 EcoX Junction Box Bracket 1 (Optional) ES10132 EcoX Power Accessory Bracket 17 ES10333 PV Cable Clip 85 ES10334 4 PV Cable Clip 34 ES10195 EcoX Base, Comp Shingle 41 ES10197 EcoX Flashing, Comp Shingle 41 pM� �1. (� RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT qy V �1f0SO I(�r� Customer Name and Contact Information: Transaction Date V V YY \A1 Name(s) Therese Chapajong Service No.2016-10-01 Installation Location Address 9 Vista Ave Approximate Start and 9 Vista Ave Salem MA 1970 Completion Date Salem Home Phone(781) 521-0302 2017-03-30 MA 1970 Cell Phone (781) 521-0302 E-Mail benazea@gmail.com i 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 pay Our + 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 Copyright©2016 Vivint Solar Developer,LLC All Rights Reserved PPA(8/2016,v3.2.2)I Page 1 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 CANCEL THIS 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: Serge Didenko Printed Name: Therese Chapajong Salesperson No.: Date: 2016-10-01 Date: 2016-10-01 Signature: Printed Name: Date 2016-10-01 Copyright© 2016 Vivint Solar Developer,LLC All Rights Reserved. PPA(812016,v32.2)J Page 18 N SYSi MSME. N BeFo FM C WO LUM O BMG vExi)5) En—N.SOUR ❑ ROCByp NiIS) LITE d Q O SN N m Of Do O PV SYSTEM SIZE: O1 E.IMNEY RI O, m a 4.590 kW DC r —_______—_—_—_—_—_—_—_—_—_—_—_—___—_—_—_— -- " yr w, GxLE Bx Ni ° ITH rc OF EAEHMODULE..e,. mE I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . nMaouEE enc . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . bCTOR XToELETRIC j ❑ FROM N TGx 60K i0 E1.ECiRICI1 PN.E ----------- j I mERGCNNECTIONFOINT.INVERTER UMnEU .L.o.LExuGNNEGTBwI.x e B LOCn1IOx:TE N1. T w.,,,,O CTION B'OXH� M O j NURWiMEToHE P I j _ NCTION BOX OFF RWF 6 n El I I •\= Root Type:Comp Shingle ORoof Seu zaR 1 I > / I i F I I I I 9 I I I `a 1 I e 5 I q I 9 s � 0 F, Yg I I jSHEET n __—_—_—_—________ ________—___—___—_—___—_______— NAME: H Q Na SHEET NUMBER' O 9 Vista Ave, Salem MA 01970 PV SYSTEM SITE PLAN (f SCALE:306"=1'4y" a 5 CLAMP+ATTACHMENT COUPLING CLAMPASSEMBLY (INCLUDES GLIDER) LEAF SPRING GLIDER ¢ MODULE CLAMP+ATTACHMENT o > E 8 PERMITTED COUPLING CLAMP SPACING 5 STRUT NUT RAFTER ECOX BASE SEALING WASHER � i RAFTER FLASHING COMP SHINGLES LI PORTRAIT ! MODULE _ CLAMP SPACING N z N g 5/16.X4 1/2" ! SS LAG SCREW IL=LANDSCAPE CLAMP SPACING TORQUE=13±2 FT-LBS s (7)MODULES IN PORTRAIT/LANDSPACE �� w3A NQTTO—LE MOUNT DETAIL- ECOX (2)WITH METAL FLASHING w3.0 NOTTO—UE 9 2 MOUNTING s o m VV 3.a DETAIL CANTILEVER L/3 OR LESS s w L=MAX 64" ' w COUPLING CLAMP PV MODULES,TYP.MOUNT OF COMP SHINGLE ROOF, / MODULE NAME N PARALLEL TO ROOF PLANE z � F RAFTER g p PV ARRAY TYP. ELEVATION SHEET NOTTO WC E NUOER'. 3 PV SYSTEM MOUNTING DETAIL ' NOT TO N w 3.0 > a OC�YPhotovoltaic System Conduit Conductor Schedule(ALL CONDUCTORS MUST BE COPPER) stem Site 4590 Tag IT Description Wire Gauge Hof ConduRors/Color Conduit Type Conduit Site t a AC System Size 38M 1PV Wire 10 AWG 2(Vr,V-) N/A-Free Air N/A-Free Air A-Free Air v sm e I z �• __ __-__ 3THWN-2-Grountl SO AWG 3(1L3,)12'BN)B/R/W PVC 1' o — Total Module Count 1l 1 Bare Copper Ground(EGC/GEC) 6AWG 1BARE N/A-Free Air N/ sm � _ - B ( 3THWN-2-Ground BAWG 1(GflN) PVC 1' i3 on N Q Existng mverrar Information 4THWN-2 6AWG 3(1L3,12,1N)B/R/W LFNC 1" Type:SE]BODAus 4THWN-2-Ground BAWG 1(GRN) LFNC 1" Id 5 Existing Module Information: O Typ,IKM260P-50 count:34 VISIBLE LOGNABI£ ad KNIFE A/C wF Siemens M 22240222R 0gLINFUSED NE OR EQUIVALENT sa an Solar Edge S8800A-05 Paint of lntermnnation,Supply Side w 'Conforms ro.51 ]D5.12(A).Conforms to NEC 2014 j f n C12.1-2008 ti SQVAREO DU222RB SQUAREDD222NRB on do 240y/60AUNFUSED 2401 FUSED NEMA3 w w P NEAKI 0 R EQUIVALENT OR EQUIVALENT WITH 75- WITH 75-C TERMI NATIONS CTERMINATIONS Q N Q N Exlsdng140vry00A SHEET Psevice Panel, NAME:Na24 200AMa Disconnect aaaaa a as STRING 3:n PoU12n \ 20A 200A � m MODULES 3 ril O 3 (3� (4 0 SHEET 1. NUMBER: Minimum GEC sloe 4 AWG 1 copper 37PV MOOUfES PER INVERTER=4590 WATTS5TC Visible/Lockable'Knife A/C NSIBIF/LOCKABLE'KNIFE'AIC co...e ect OISCONNECTIN SIGHT OF TAP ~ W OC Safety Switch Conductor Calculations Rated for max operating rand ition of inverter PV Module Rating@STC -Wire gauge calculated from NEC code 310.15(B)(I6)with ambient temperature calculations _ NEC 690.35 compliant Module Make/Model JAP6-60-220/4B8 from NEC 310.15(2)(a). *opens all ungrounded conductors "For On Roof'conductors we use the 90"C column am `Max Power-Point Current(Imp) 8.65 Amps paciry,0.5"-3.5"off-the-roof temperature o,m a' Max Power-Point Voltage 31.23 Volts adjustment from 310.15(B)(3)(c),and raceway fill adjustments from 310.15(B)(16). m m tu DC Input Solar Edgeatts For"Off Roof conductors we use the 25'C column ampaciry,or the 901 column ampaciry with a '" DC Input Power 300 Watts Open-Circuit Voltage(Voc) 384g Volts > E o Short-Circut Current &26 Amps the relevant ambient temperature and raceway fill adjustments,whichever is less. ce H a DC Max Input Voltage 48 Volts The rating ofthe conductorafter adjustments MUST be greaterthan,orequal to,the continuous DC Max Input Current 12.5 Amps Max Series Fuse(OCPD) 15 Amps duty upated output current DC Max Output Current 15 Amps Nom.Maximum Power at STC(Pmax) 220 Watts Calculation Example-Wire Rating(90°C)xAmbient Temperature Adjustmentx Conduit Fill Max String Rating 5250 Watts Maximum System Voltage OF 3000V(UL) Adjustment Continuous Duty Output Current Inverter Make/Mandel SE380DA-US Voc Temperature Coefficient -0.33 %/C (On Roof,Tag 2):30 gauge wire rated for 40 A, 40 A x O.76 x l(2 Ccnducwm)=30.4 A>=18.75 CEC Efficiency 9E % A AC Operating Voltage 240 Volts PV Module Rating @ STC (Off Roof,Tag 3):10 gauge wire rated for 35 A, 35 A>=19J9 A L Continuous Max Output Current 16 Amps Module Make/Model JKM26OP-60 (6 DCMaximum l nput Current 13 Amps Max Power-Point Current(imp) 8.32 Amps Short Circuit Current 12.5 Amps Max Power Voltage(Vmp) 31.1 Volts O Max Output Fault Current 1L5 A20ms Open-Circuit Voltage(Voc) 38.1 Volts N Short-Circuit Cmren[(Isc) 8.98 Amps Max Series Fuse(OCPD) 15 Amps = Optimizer Solar EtlBe P300 Nom.Maximum Power at SIT(Pmdx) 260 Watts \ Maximum System Voltage 1000 V DC(IEC) DC Input Power 300 Watts DC Max Input Voltage 48 Volts Voc Temperature Coefficient -0.31 %/C DC Max Input Current 12.5 Amps DC Max Output Current 15 Amps Max String Rating 5250 Watts AC Output Curren[Accanrang to NEC 690.8(B)(1) 15.83 Amps Fi ' Nominal AC Voltage 240 Volts Inverter Make/Model SE2600JAV/20m� THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOIAR) OCPD Calculations CEC Efficiency 92.5 AC Operating Voltage 240 ROOFTOP CONDUCTOR AMPACITIES DESIGNED INCOMPLIANCE e Continuous Max Output Current 32 WITH NEC690.8,TABLf5330.15(B)R)(a),330.15(8)(3)(a). Brea keys sized accord,ng to continuous duty output current PV c l rcuit nom i na l current ba sed off 310.15(B)(3)(c),310,15(B)(16),CHAPTER 9 TABLE 4,5,&9. inverter Conti mucus output current X(1.25(N EC code 210,19(A)(1)(a)). o m m DC Maximum input Current 23 LOCATION SPECIFIC TEMPERATURE OBTAINED FROM ASHRAE 2013 z Short Circuit Current 40 DATA TABLES. Inverter 1.SE3800 A-US-U Max Output=15.83 A 1.25(NEC code 210.19(A)(1)(a)) z w N Max Output Fault Current 40 =19,79 A<20 A(OCPD) > j ASHRAE 2013- > z y Highest Monthly 2%DB Design Temp:32.5 Celsius system output current w/continuous duty=19.79<20A(System OCPD) I Lowest Min.Mean Extreme DB:-23.9Celsius is a n Other Notes I^ SHEET •ALL INTERIOR RACEWAYS CARRYING DC CURRENT SHALL BE METALLIC NAME: •All ampaciry calculations are made in compliance with NEC 220.5(B) W N G ttl Z 6 SHEET NUMBER: N W s