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18C-019 (2) 289 HATFIELD ST BP-2017-0740 res#: COMMONWEALTH OF MASSACHUSETTS Mack: 18C-019 CITY OF NORTHAMPTON LOT -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-0740 Project# JS-2017-001231 Est. Cost: $10098.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: • Use Grouo: VIVINT SOLAR DEVELOPER LLC 070940 Lot Size(sq.6,k 8145.72 Owner: SEGAL ENID L Zoning:SRO 00)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 289 HATFIELD ST Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT B (413) 331.0769 WC CHICOPEEMA01022 ISSUED ON::12/2/2016 0:00:00 TO PERFORM THE FOLLOWING WORK::INSTALLATION OF ROOF MOUNTED PV SYSTEM - 17 MODULES, 4.59KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Numbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: QS Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 12/2/2016 0:00:00 $75.00 212 Main Street,Phone(413)5874240,Fax:(413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2017-0740 APPLICANT/CONTACT PERSON VI VINT SOLAR DEVELOPER LLC ADDRESS/PHONE 150 PADGETTE ST UNIT B CHICOPEE (413)331-0769 PROPERTY LOCATION 289 HATFIELD ST MAP 18C PARCEL 019 001 ZONE SR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT /J Fee Paid / LD ylI; Building Permit Filled out �L -/ Fee Paid Typeof Construction: INSTALLATION OF ROOF MOUNTED PV SYSTEM- 17 MODULES,4.59KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 070940 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INJQRMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management be liti.. Play ice' ! /al/K' Si• . ure of s nng O 'a Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of Northampton Status of Permit: Building Department Curb Cuvoriveway Permit 212 Main Street Sewer/Septic Aunt/DRY Room 100 waterNVell Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 PIoVSite Plane Otter Spedfy APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1•SITE INFORMATION J '�\T�(j- This section to be completed by office to P A •jyl.ei l„( 1 Map Lot Unit nen/ha/10kt, 1T1'1l Zone Ove ay DisWet Elm St Diatfis; CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Res rd: frim al (989 //a field C Name(Print) Cueeygailinptl¢kT? telephone ����� / Signature 22 Authorized Agent Savina Cervone 150 Padgette St, Chicopee, MA 01022 Name( ) Current Mailing Address. 413-33 413-331-0709 Signa ure Telephone SECTION 3•ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Budding gay 08 COO (a)building Permit Fee /U 7 2. Electrical ��1rt,Ot `4//0/ (b)Estimated Total Cost of H�(1/ Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection / /'gyp Q� ,( 6— 6, Total-(I +2+3+4+5) or/e) fj tCl Check Number 41322 // This Section For Official Use Only Building Penne Number Date DIssued: Signature: Building Commissionerllnspedor of Buildings Date BECE`VFP IDEC - I pgK[f,FLS_. Section 4. ZONING /dl Information Must Be Completed.Permit Can Se Denied Due To Incomplete Information 5.1.11111= Required by Zoning 'MU column to ho Fined in by Building Department lige Setbacks Front Ma. Side Rear EMS Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved .wkinel 11.111.111 =MN ii� A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW 0 YES O IF YES,date issued: IF YES: Was the permit recorded at the Reg&try of Deeds? NO O DON'T KNOW O YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O yes O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained © ,Date Issued: C. Do any signs exist on the property? YES O NO O IF YES,describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO 4 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing.grading.excavation,or fainq)over 1 acre or is it pan of a common plan that will disturb over 1 a ,L9 YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 6-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alterations) ❑ Rooting El Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [p Siding(DI Other[EA Brief Description of Proposed / ^7 Cif �� Work, Installation of roof mounted photovoltaic solar systems ft of mo ules jfPlease mail permit in self-addressed envelope. Thank you ,Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing.complete the following: a. Use of building:One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stones? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i Is construction within 100 ft.of wetlands? Yes -No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No I. Septic Tank City Sewer Private well City water Supply SECTION Ta-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,as Owner of the subject properly hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date I, V ivint Solar Developer ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury Savina Cervone PnM Na �/�'��,yuq/ �// Signature - Date 4� /0 SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: John A Talbert CS070940 License Number 150 P.* ette t U 't B h' o.-e A 01022 03/25/2017 Adore/ A 413-331-0769 Expiration Date Sig 're r Telephone 9.Reniatamd Home Improvement Contractor: Not Applicable 0 Vivint Solar Developer/John A Talbert 170848 Company Name Registration Number 3301 N Thanksgiving Way#500 Lehi UT 84043 1/5/2018 Address Expiration Date Telephone 413-331-0769 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,426C(6)) Workers Compensation Insurance affidavit must be completed and submitted wth this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ❑ No 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 1083.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the buildinv permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you mar be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts L3817 Department of Industrial Accidents I Congress Street,Suite 100 1:774,:. Boston,MA (12114-2017 Liunvw.mass.gov/dia ww.mass.gov/dia Al otters'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO RE FILED WITH TILE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization:individual):Vivint Solar Developer LLC Address:1800 W Ashton Blvd City/State/Zip:Lehi,UT Phone#:855-877-2974 Are you an employer?Check the npproprkte box: Type of project(required): I I am a employer with 217 employees(full and/er pan-time 7, [3 New construction 4plamasdepepnnto•orpartnershiperaharenoemployewworking for mein 8. [JRemodeling ear capacity.two workers'comp.insmmnce myuirrd j ElOinsurance I am a homeowner doing all work myself[No workers'comp- requited.]t q. Demolition 3 4a 0l um homeowner and will be hiring contractors t o conduct all work Oilmy property I will 10 Building addition phare that all cono-ucors either have workers compcnsalon lnsneanee or are sole I 30 Electneat repairs or additions pvp'ieww woo no employees- !2QPlumbing repairs or additions 5 I am a general contractor and have hired the sub-contracture listed on the attached slicer I3- Roof airs There.sub-comracors have employeesand have workers'comp.Insurance/ 13.DRoof p fi n We acorporation and its officers have exercised their of exemption per14.0 Other rightntption .NGL C. 182.§1(4).and we have no employees.No workers'con ,insucanee requireal `Any wplicanuhat cheats box#1 must atm fill oat he section below showing their workers'compensation policy inimmakon. Homeowners who submit this affidavit inJlcating they are doing all work and then hire outside contractors must submit a new affidavit ndicating such 'Contractors that check this hex must attached an additional sheet showing the name of the sub-connectors and state whether or not those entities have employees. If the sub-connnctors have employees,they must provide their workers comp policy number. I am an employer that is providing workers'compensation insurance for myemployees. Below is the policy and job she information. Insurance Company Name:Zurich American Insurance Company Policy or Self-ins.Lic.c.##:WC5099,66(0'1302 ExpirationDatee�it11/01,/117 {J�y/} Job Site Address:{} J t J, 41/.. 23 V City/StatetZip: 'j ri-ha f'RA 104 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiNilen date). Failure to secure coverage as required under MOL c. 152,§25A is a criminal violation punishable by 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 5250.00 a day against the violator,A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. hereby _. _..- _....i I do recerriJy y� I Mono ' , o rjury that the information provided above h true and correct. /i t1/Z.izo/ ta Signature: =_� tare: Phone#.855-877- 4 Official use only. Do not write in this area,to be completed by city or town official. City or Town: PermitiLiceose# 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#: ipllMassachusetts-Department of Public Say Board of Building Regulations and Standards Construction Supenhnr License:CS-0700se John AAlbert , psi syr= 591 ELM STREET P WEST SPRINGFR J.L.-d.64f;.,nest Expiration CamYsmnr 0a12512077 • 13E110104319049 arUCSanDiego I Extension /1J�y1wg INTERNATIONAL motion ammm Mol i�� This card artiliesthal: JOHNJ440a has completed a 10HourOSHP Hazard Recogmeen!ranting for the Censtrucltor industry — joig ter— 01125/2014 Pnermoscml Mackay Ta ymrsI* Grad.Gale ACCPRI3a CERTIFICATE OF LIABILITY INSURANCE CAI0I2 l 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 poliey(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 endorsement(S), PRODUCER CONTACT MARSH USA INC. _NAME.PRONE 122517TH STREET,SUITE i&O44 _. . I,Arc NO: DENVER,CO 60202-5534 .ApgREsS: Ann.Denver.CdRequesICtmarsM1 ton I Fax.2l2-94$"43/31 "' -- -- , - INSURERISIAFFORDINOCOVERAGE NAICI INSURER A:Axis Specialty Europe INSURED _ - INsuRERa 2uncRAmerican Insurance Company 110635 VAMS ar,Rut —R- - MniSda-OeVOWJnLLC msuRER c:Amman LLY5h Invoice Company 40142 Vlvnl'dlar PN,Blvd. E INSURERD:N/A IN/A 1800 W.Ashton BIM. .. _...... __. .. Lehi.UT 84043 INSURER E: _ _ INSURER F: COVERAGES CERTIFICATE NUMBER: SEA00292035I14 REVISION NUMRFR:4 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, ,NSR. ADDCISUSR "' POUCY EPP POLICY EXP - LIR. TYPE OF INSURANCE IR[C.WVO POUCY NUMBER IMWDWYYYr1 IMMNDTWYL LIMITS A X I COMMERCIAL GENERA' I 9lEi.'C-fl0&N ,Ai/iU�12 982ND-T DAVAGETOWITler I�D EXP RGONALa.OV one peI' S lIX3a,c3J CIAIMG�MAO'c 1" OCCUR FL3F�LSEs IE d1Gn1 �$ 11,000,000y Muunl _ $ 10,000 l)RY $ 1,000,900 CEN'LAGCREGASE LIMIT APPLIES PER: GENERAL AGGREGATE 1 S. 2,000 Q00 % POL CY ,ECS _ LOCRODUCT COMPOP AGO is Z.i .000 OTHER. 5 B AUTOMOBILE LJABIUTY IBAP509601502 11N1/2916 1101/2017 �J BIINEEDD SINGLE LIMIT $ .1,000,000 _.ANY AUTO BODILY INJURY t PerItFon1 I$ .. 1 ALL OVMEO SCHEDULED . - BODILY INJURY(Pac W<ItlenU $ AUTOS ..AUTOS 1 1 X� HRED AUTOS X NOAUTON.ONNEO FL(M`"&cadent)DAMAGE IS I ' I icon /Coll $ 1,000 A X UMBRELLA UAB 1 % OCCUR 3776500ll6EN 10112912016 .01/29/2017 ,EACH OCCURRENCE I$ 5.000,000 X i EXCESS LIABI CLAIMS-MADE GL Only AGGREGATE S .. 5,000,000 ,DED RECENT-CAN 5 S C MOWERS CCMPEXERaRi Wc99591:02 11nAi:2916 8170V ; X I Nun j.OR AND EMPLOYERS'OASRRY AZ.CA,CT, HI,MA,MD,NJ, ANY PROPRIETOR/PARTNEWEXECUTIVE YNN N/AI �.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? !Mandatory in NH) NM,NY,PA,SC,IX,UT , EL DISEASE EA EMPLOYEE $ 1.000,000 B Ry descantunder �W0509601402 MA 91N1/N10 11101/2017 tDESCRIPTIONOFOPERATONSt¢IPn ( 1 EL DISEASE POLICY LIMIT $ 1,000.000 i J I OESCRIPTICN OF OPERAIION5/LOCATMNS/VEHICLES(ACORM 101,AddX1onal RdmaHe Schedule,May be attached if more space is requited) CERTIFICATE HOLDER CANCELLATION Tom of Northampton SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 212 Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Northampton,MA 01060 ACCORDANCE WITH THE POLICY PROVISIONS, AU114ORIZEO REPRESEN TAtHE otMarsn USA Inc_ Kathleen M.Parsloe y/(jX,Vamht. KZuew ©1988-2014ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD vivinte 1800 We Aht,shton Blvd. L43 Structural Group Jon P. Ward, SE, PE Clint C. Karren, PE Structural Engineering Manager Structural Engineering Manager jon.ward@vivintsolar.com clint.karrenpvivintsolar.com November 15,2016 Mr.Dan Rock,Project Manager Vivint Solar 1800 W Ashton Blvd. Lehi, UT 84043 Re: Structural Engineering Services Segal Residence 289 Hatfield Street,Northampton, MA S-5305617; MA-04 Dear Mr. Rock: Pursuant to your request,we have reviewed the fallowing information regarding solar panel installation on the roof of the above referenced home: 1. Site VisitNerification 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 section is composed of 2x6 dimensional lumber at 16" on center with 1x4 collar ties every 32" and supports' and a single layer of roofing. The attic space is unfinished and photos indicate that there was tree access to visually inspect the size and condition of the root members.The interior horizontal length of the rafter used for design verification is 16.56'with an additional 3'cave. Based on the span of the existing rafters for this root section,a structural upgrade is required to strengthen the roof system. • Roof section is composed of 2x6 dimensional lumber at 16" on center with 1x4 collar ties every 32" and supports ' 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.The interior horizontal length of the rafter used for design verification is 12.65'with an additional 3'eave, Aaaroved Structural Gldarade OOtiens 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 toad bearing wails. 1. Knee wall or Puffin 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. MI 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. 1T Page 1 oft titin{. 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 90 mph based on Exposure Category B and 12 degree roof slopes on the dwelling areas. Ground snow load is 40 PSF for Exposure B,Zone 3 per(ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Corner Zones of the dwelling. 8. 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 "Mounting System Inc. Installation Manual", which can be found on the Mounting System Inc. website (www.mounting-systems.us). 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 I %"thick and mounted 4 Y"off the roof for a total height off the existing roof of 6".Al 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 lbs/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 W. is less than the maximum allowable per connection and therefore is adequate. 4. Considering the root 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 shalt 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 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. „sr 1444 Regards, �4491 1.�.'��.i Jon P.Ward,SE,PE ft MA License No. 52584 -, r L.4 NO. 52 r - $ j 'U.esCtST£0. g�44 0. ,A20NAL ENG 44 IPPyt Page 2 at vivint. le 289 Hatfield St, Northampton MA 01060 0 .. -a I Igo /71 5, � s PV SYSTEM A 4590 kW DCSIZE: � G.. 1A`5 Bo.a.00.Po....�. oµ.. / � r�wouiEx El al §—..nwm.mo. 1.— �.��.oµ�.ow.w,..� .' a o ` g Roof Type Comp Shingle 101111 / I 3 IIUIPJ °® j a. ' Iiii 1 ��i j/ NPME S I -5 i �+a L-----.---------------- .---------------------Jw", Ea PV SYSTEM SITE PLAN SCALE.VP=i-U > a A L FOOT [RR CLAMP SPACING CONNECTION Au a i„o MID . RAFTERit 93= . mF oil AAA MID ( «£ PORTRAIT renounce 9 PANG SHAMES RAILS CLAMP DETAIL ”' tPROT , CfwN!CTI N END CLAMP li ...... • Ma LANDGLPPE ROMA . ,' O USING SHARED MAA SLIDE ' -� 4 • _ e�.ue. W CLAMP a- rtM I£NC CLAMP DETAIL ^, . 4 C e ,a. PR BR �> LEAMIIIEO -� R FF``SPAING RAIL �' \MSI ALPHA+RAIL DETAIL �_ •> MODULES IN PORTRAIT/LANDSCAPE MOUNT DETAIL MSI SWIRL METAL FLASHING R PP MODULE.CEPMOUNT ®® TORAFTERS PARALLEL SPIN L N WITH PLANS OF ROOF m Mc UIE F ENDrv. LAE/ALPS OL)La4 Lasix SPARER.. rmWul. '• CEN«, ---- jai V E/ALPS �" "N` .... E. Pi --�T—n � E. I- N i jr 0 it 2 o PAPA NUEET NUMBER B MSE» PV ARRAY TYP. ELEVATION o PV SYSTEM MgUNTING DEI AIL > NOT TO SCALE mnosae a Conductor Calculations 'V Module Rating P SIC -Wire gouge calculated from NEC code 310.15191(16).with ambient tempumturecalculation N y 1 Mod Make/Model JAPE-60-270/MBB fromNEC 310.15(211 I. a M power-Point Current limp) 8.55 Amps E O floor conductors the9CC p4 ry05 35' If F 1 temperature4IAl ( OC Sakttx l%A 'Power-Pointlaq« vmp) 31.23 Voltstl1 � � IYur31O 1 1a1 on fill li sl 310.15(0)(16). Y9 tl Wed lm maxof attgco dt! of weber 1pem[Irays VOttzga MCI 38A8 'tufts `ON N[M"cordae the C d- aq y w e Ot a1 + rywith ' P.15 4E669035[pryliant Short-Ckcu,tCurrent(is[f 9.26 Atimps tMMeran[amde .tempetditreand racevrzYlF dlpvsirteNs.wM1[Mver sLau, m a The rating of the conductor after adjustments MUST he greater than,or equal m,the contmunua 9 m ungrounded conductors Max Series f use(OCRD) ` r "opens all IS gmps duly uadteR output current- W 2 g Nom,Maximum Power atV Ita(Pmar) 270 Watts•.-- dub/ A=Continuous Duty Output Current Optimizer Solar Edge a100 VY[Temperature Coefficient 0.33 VC Ion goof,Tag 2P 10 gauge wire ruled for 40 A. d0 A X0]6 x 1(2 Conductors)=30.4 A>=18.75 OC Input Power 300 Watts DC Max 6-Rout Voltage d8 "Mts. {DRAW,Tag 31:10 wine rated for 35A. 3$A n 19.79A Max Input curtmrt 125 A (OII Roil,Trig 9L i0gauge wine fiNtl3or35 A. 36 A>-19.]9A 0. PAWS ACOwwearrACl Vorn wec69ng(ai0.i . 1503 Vmpss - (rJ PCMavng Rating Output Current 15 Amps Nominal MULTIPLESC Voltage 240S Volts :A Max String 5250 Watts THIS PANEL IS FED BY SOURCES(UTILITY AND SOLAR) C" Inverter MaM/ModelSE 3300A-US _ GEC Efficiency 93% �� C Err ACO "Johns._ 240 Ruffs ROOFTOP CONDUCTOR AMPACIiffiS CESI6NRD IN COMPLIANCE ROnUnucosnecuSMaz0n929;i4unent 13 Amps DC Maximum lnputc rrent 13 Amps 31.0.1501(M(€1, 0.1 <6908,TAWS 310.15031121PL 310 19(8113)Iat, .N -Mort Circuit Current 1].5. Amps LOCATION SPECIFIC CHAPTER 9 TABIC 4,5,®9- Mat Output Fault Curren[ 17$ A/2nma LOCATION SPECIFIC TEMPERATURE OBTAINED PROM ASHRAE 2013 DATA TABLES. S ASHRAE 8V3- to 14[Fest Monthly 2%Oa Design Temp'367 CetsIUs lomat Min.Mean Extreme OBI-259 Celsus a.yy OCPD Calculations Breakerf yed ncording tow us duty output current.PV circuit norma I current lased off '9 ct9 inverterconnnuous outputcurmnt g(1.25(NEC yade 910191Ai(1)(a(( Inverter I SIMOR-US-Max Oulprt 35.83 Ax IAA(NCC rhe 2 IO-19(Af(I}(tjl A at Rt -1919 A¢ID4{IXPD) 2 R�q— system Output Lurrent w/roounuous duty-1979 a 20A(System OCPOI w 9 Y L mho Notes v - Y "' 4EET •ALL INTERIOR RACEWAYS CAARYINO OC CURRENT SHALL BE MYIALUE NAME: •Ni antpacirycalculations are made inmmpilan[e with NEC 220.0(0} a or 1 SHEET NUMB ev S — . . Conduit Conductor Schedule ALL CONDUCTORSM 0.® " SS A800 N/A Ai: 3199 IDAWG N A-F �F� 0 AWG 1688E �' Y61� - ree Air � 19 AWG S1Vr.IV. H/P Ma MozzaanBAW6 WD MILL, 9 eawG aaw .riaa 1111Mg1 MSS G Galt GA,NIA/VW allMOUMMEMESB AWG 1(G883 Solo Edge SO BWeusled eget Saone.Ila e Lod Or F�.100S4ae vxioWC,)iwanm 21i0v/3 SA o0v/tem x It ATlOMS .u4 'mse,wth wmnOOAAM+io ^,, M .. . I ! ekyk - 3 N0. !) NU lona• mOVmAz ... Q 0 E0.: II ..„,,me„,,,ts ft r1 ..._ AM mm("KFx --. S/ c mgr BNIFE at war mounting systems Project Information Contact Name 5-5305617 Street address 289 Hatfield St, City,State,ZIP Northhampton,MA,01060 Phone Email n Developer: Page 1 of 11 Date 11/11/2016 MS Version 2.0.37.0 'S locerzfor mounting systems Building data Site data Country USA MC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 41 ft 0.00 in Building width 31 ft 7.52 in Building height 2.5 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 12° Rafter height 6.0 in Rafter spacing 16.0 in 4 2t tt itt =o \ o-/42� c ` yti �J~ Developer: Page 2 of 11 Date 11/11/2016 MS Version 2.0.37.0 vacoMmir mounting systems Loads Snow load Importance factor II: 1.00 Ground snow load pg= 40.000 lb/ft' Shape factor C,= 0.892 Snow load -flat PI= 20.050 lb/ft' Snow load-sloped P,= 20.050 lb/ft2 Seismic load Fp=(0.4*ap'Sup'Wp)*(1+2•z/h)/(RP/lo) Design spectral acceleration factor Sop= 1.00 Component importance factor Ip= 1.00 Component operating weight Wp= 2.323 lb/ft2 Component response modification Rp= 1.50 factor Component amplification factor ap= 1.00 Height in structure of point of z= 25.000 ft n a attachment of component Seismic design force Fp= 1.858 Ib/ft' Wind load Basic wind speed v= 90.00 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 12.350 lb/ft2 Roof areas Distributed Wind Loading per Base Rail Pressure [Ib/ftl Suction(Ib/ft] Field 20.071 -36.128 Edges 20.071 -68.242 Corner 20.071 -104.370 Developer: Page 3 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems Dead load Module area Am= 17.60 ft2 Modul weight Gm= 40.10 lbs Dead load gm= 2.3231h/ft' Load combinations(ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or or R) IRA Ed=D+0.75*1+0.75*(L,or S or R} LFXS: E6:0+{0.6*Wor0-7*E) LFK6a: Ed=0+0.75*L+0.75*(0.6*W)+0.75*(Gar S or R) LFK6h: Ed•D+0.75*1+0.75* (0.7*E)+ 0.75* IFK7: Ed=0.6* D+0.6*W LFKS: Ed=0.6*D+0.7*E 4 0. 4 max action [Ib/ft'] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 21.880 4.652 -5.305 1.562 Edges 21.880 4.652 -11.230 1.562 Corner 21.880 4,652 -17.900 1.562 Developer: Page 4 of 11 Date 1.1/11/2016 MS Version 2.0.37.0 I mounting systems max action per unit length of rail [Ib/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 71.140 15.120 -17.250 5.078 Edges 71.140 15.120 -36.510 5.078 Corner 71.140 15.120 -58.190 5.078 e Developer: Page 5 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems Module field layout Module manufacturer JA Solar Module length 65.0 in Module type JAPE-60-270/468 Module width 39.0 in Module power 270.00 Watt Frame height 1.6 in Number of modules 3 Madill weight 40.10 lbs Module orientation Landscape Overall power output 0.8 kWp o r_z rso=oa faf •.ra , 0n G ;ft- ft rxtfri ttBdno 9 tt eAat' ft V) ... apt li @S at n a.Y OIC.n Developer Page 6 of 11 Date 11/11/2016 MSVersion 2.0.37.0 t mounting systems Configuration Fastener capacity Description L-foot 11mm std attach-T-bolt Max. pressure load 816 lbf Max. suction load -816 lbf Max.lateral load 677 lbf Fastener distance 32.00 in Rail Description 6513/52 Moment of inertia lz 0.17 inA4 Moment of inertia ly 0.31 inA4 Resistance moment Wz 0.23 inA3 Resistance moment Wy 0.28 inA3 a Cross section area 0.59 inA2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%4=L/60) Length Load capacity Roof area (°/0 yield) Rail Cantilever Cantilever Attachment Field 12.7% 4.0 % 0.0 in 25.6% Edges 12.7% 4.0 % 0.0 in 25.6% Corner 12.7% 4.0% 14.0 in 25.6% The system was successfully verified. Notes • Caution- use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever, and uniform load distribution Developer: Page 7 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems Construction fi xo H- a L— s — x X- <* -'x Developer: Page 9 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems r *--- M...— SII _±— I it 0. t c 4 i 1 I i I 1 l .t nirilre.AL 1 n S 11 i C Y R cri cg in Developer: Page 10 of 11 Date 11/1122016 Ms Version 2.0.37.0 Nair 1 mounting systems cut rails lx BR 13/52 CS; 20ft zugeschnitten auf 3x 5 ft 5.00 in 1x BR 13/52 CS; 20ft zugeschnitten auf lx 5 ft 5.00 in BOM Item no. Description Weight Quantity add. Items Sum 712-0151 L-fact 11mm std attach-T-bolt head on"inside" 0.236 lbs 12 0 12 module end clamp 0.000 lbs 4 0 4 700-0104 MC 33-45mm-w/Bonding Plate 0.000 lbs 4 0 4 712-0136 Weeblug Alpha+pa 0.000 lbs 1 0 1 807-0131 ACC Wire Management Clip 0.0001bs 6 0 6 807-0134 Omega Wire Management Clip 0.000 lbs 6 0 6 712-0147 Rail/Microinverter Attachment-M8x25mm T-Bol 0.000 lbs 3 0 3 800-1091 BR 13/52 Cs;2011 2.286 lbs 2 0 2 Total 7.403 lbs -C 6 Q Developer: Page 11 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems Project Information Contact Name 5-5305617 Street address 289 Hatfield St, City,State,ZIP Northhampton,MA,01060 Phone Email ry Developer: Page 1 of 11 Date 11/11/2016 MS Version 2.0.37.0 • mounting systems Building data Site data Country USA IBC 2012 Terrain height 0 ft Building specifications Roof type Gable roof Building length 41 ft 0.00 in Building width 40 ft 4.00 in Building height 25 ft 0.00 in Roof specifications Roofing Composition shingle Rafter width 2.0 in Roof pitch 12° Rafter height 6.0 in Rafter spacing 16.0 in a. a 25"-0.% \ P^' C j Developer: Page 2 of 11 Date 11/11/2016 MS Version 20.37.0 mounting systems Loads Snow load Importance factor II: 100 Ground snow load pe= 40.000 Ibjft' Shape factor C.= 0,892 Snow load-flat Pi= 20.050lb/ft' Snow load-sloped p,= 20.050 lb/ft' Seismic load Fp=(0.4 r a,•Sm'W,)*(1+2*z/h)/(Rapp} Design spectral acceleration factor Sp,= 1.00 Component importance factor Ip= 1.00 Component operating weight Wp= 2.323 lb/ft' Component response modification Rp= 1.50 factor Component amplification factor ap= 100 'n Height in structure of point of z= 25000 ft o. attachment of component Seismic design force Fp= 1.858 I6/ft= Wind toad Basic wind speed v= 9000 mph Terrain category B: Urban and suburban areas,wooded areas,or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Wind Gust Velocity Pressure q= 12.350 Ibjft° Roof areas Distributed Wind Loading per Base Rail Pressure[Ib/ft) Suction (Ib/ft) Field 33.452 -64213 Edges 33452 -113.736 Corner 33.452 -173.950 Developer: Page 3 of 11 Date 11/11/2016 MS Version 2.0.37.0 • mounting systems Dead load Module area AM= 17.60 ft2 Modul weight 6M= 40.10 I bs Dead load gM= 2.323 lb/ft2 Load combinations (ASD) LFK1: Ed=D LFK2: Ed=D+L LFK3: Ed=D+(L,or S or R) LFK4: Ed=D+0.75*L+0.75*(L,or S or R) LFKS: Ed=D+(0.6'Wor 0.7'E) LFK6a: Ed=D+0.75' L+0.75'(0.6•W)+0.75`(L.orS or R) LFK6b: Ed=D+0.75' L+0.75'(0.7' E)+ 0.75'S LFK7: Ed=0.6' D+0.6'W LFK8: Ed=0.6' D+0.7' E o. max action [Ib/ft2] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 21.880 4.652 -5.305 1.562 Edges 21.880 4.652 -11.230 1.562 Corner 21.880 4.652 -17.900 1.562 Developer: Page 4 of 11 Date 11/11/2016 M5 Version 2.0.37.0 matemoor IS* mounting systems max action per unit length of rail [lb/ft] Roof area Pressure Pressure Suction Suction orthogonal parallel orthogonal parallel Field 118.600 25.200 -28.740 8.463 Edges 118.600 25.200 -60.860 8.463 Corner 118.600 25.200 -96.980 8.463 re s a 4 Developer: Page 5 of 11 Date 11/11/2016 MS Version 2.0.37.0 /a eco as /l�owN actio% e�.,r rn9 I;-P/K or co 9 rt �� V City of Northampton a Building Department I) O I,,, Plan Review / 212 Main Street ro r Northampton, MA 01060 w r5. + NJ m32.93 ft I I I i 9.12 f1 9.12 ft I t—l II II 12.37 ft , I Il 11 1 12.37 ft 1 1 1 4.12 RI4.12 R — 1_ I 11_' 1 1 9.03 R 32.93 ft 1.03 R Field Fi Edges - Caner O W N O O J Oo O Alpha' mounting systems cut rails 3x BR 13/52 CS;20ft zugeschnitten auf 19 ft 9-74 in lx BR 13/52 CS; 20ft zugeschnitten auf lx 6 ft 7.88 in BOM Item no. Description Weight Quantity add. Items Sum 712-0151 L-foot 11mm std attach-T-bolt head on"inside" 0.236 lbs 27 0 27 module end clamp 0.000 lbs 24 0 24 700-0104 MC 33-45mm w/Bonding Plate 0.000 lbs 16 0 16 712-0136 Weeblug Alpha'+pa 0.000 lbs 6 0 6 807-0131 ACC Wire Management Clip 0.000 lbs 28 0 28 807-0134 Omega Wire Management Clip 0.000 lbs 28 0 28 712-0147 Rail/Mic/Nov/rter Attachment-M8x25mm 7-Bal 0.000 lbs 14 0 14 800-1091 BR 13/52 CS;;20ft 2.286 tbs 4 0 4 Total 15.514 lbs 2 L6 14 Developer: Page 11 of 11 Date 11/11/2016 MS Version 2.0.37.0 Ire mounting systems Module field layout Module manufacturer JA Solar Module length 65.0 in Module type JAPE-60-270/488 Module width 39.0 in Module power 270.00 Watt Frame height 1.6 in Number of modules 14 Modul weight 40.10 lbs Module orientation Portrait Overall power output 3.8 kWp -,.lin in .9nv2m sa-oar zovL n� a en292m n n 9ss m . ... Developer: Page 6 of 11 Date 11/11/2016 MS Version 2.0.37.0 mounting systems Configuration Fastener capacity Description L-foot 11mm std attach-T-bolt Max.pressure load 8161hf Max.suction load -8161bf Max.lateral load 677 Ibf Fastener distance 32-00 in Rail Description GS13/52 Moment of inertia iz 0.17 in^4 Moment of inertia ly 0.31 in^4 Resistance moment Wr 0.23 In^3 .� Resistance moment Wy 0.28 in^3 Cross section area 0.58 in^2 yield stress 21.2 ksi Modulus of elasticity 10100.0 ksi Load Rail Stress Deflection under load (%A=U60) Length Load capacity Roof area (%yield) Rail Cantilever Cantilever Attachment Field 21.2% 6.6% 14.8 in 42.6% Edges 21.2 % 6.6% 0.0 in 42.6% Corner 21.2% 6.6% 14.8 in 42.6% The system was successfully verified. Notes • Caution-use of shared rails requires precise positioning of the rails for a successful installation. • Only the statics of the solar substructure are analyzed.The rails are designed as multi-box girders with cantilever,and uniform load distribution Developer: Page 7 of 11 Date 11/1112016 MS Version 2.0.37.0 • mounting systems Construction a o O a R m x n \ a x _ _ x _..._ i Developer: Page 9 of II Date 11/11/2016 MS Version 20.37.0 /''� RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT vivint.SOlar Customer Name and Contact Information: ansactionDate Name(s) Enid Segal Service No.2016-10-24 Installation Location Address 289 Hatfield Street Approximate Start and 289 Hatfield Street Northampton MA 01060 Completion Date Northampton Home Phone 5186693922 2017-04-22 MA 01060 Cell Phone 5186693922 E-Mail enidsegal@yahoo.com $O $ :2s 20yrs Up-Front Cost Energy Price($/kWh) Initial Term 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 end 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 IMPACTYOUR 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 vivintsolar.com 1800 W Ashton Blvd., Lehi, UT 84043 - 877404.4129 - 801.765.5758 801.765.5758 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: (I) 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(]% ,L ! CUSTOMER(S): Signature: Signature: 4/J 1 Printed Name: Philip Warren Printed Nome: Enid Segal Salesperson No.: Date: 2016-10-24 Date, 2016-10-24 Signature Printed Name. Date: 2016-10-24 - _... PPA r8/2016,v3.22)t Page 18 CG N Solar ' ' ' :r tau $olarEd9 �,- e Power Optimizer p.. Orth America O Module Add 4n for N CC P300 I P400 P405 tail ....... . (L ii ,(4 • .. . the module-level optimization shading . i o power opt to partial sha PV PoW tolerance to 25%More energy from manufacturing Superiora 9 Mal effi• ciency all ee es o9 n„odrule Mismatch pacesuhltzahon maxi) stem design le bolt laael mon�tonn6 Flexible tV with a sink roodNe- In5enera with mein safetyedge}15 an Fast maintenance filer and fire ww,sy,Sp\Af Next Oen enation shutdown far�nsta level voltages _ AUSTRALIA Module' . ISOM IAPAN - CN1N0. GcnMAW' 19Aa =RRNCt OSA solar ` • • a SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 PROS !for 6ppll modules/ (for 128 IMstll module) (for thin film modules/ INPUT Rated Input DC PowernI 300 400 905 w Absolute Maximum Input Voltage 48 8D 125 Vdc iVoc at lowest temperature} NIPPY Operating Range ! 8-48 8.80 12,5.105 Vdc Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency_ 982 % Overnoltage Category I R OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage - ED 60 _ 85 I Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTFROM SOLAREbGE INVERTER OR SOLAREDGE INVERTER Oa) Safety Output Voltage per Power Optdnizer 1 - 1 I Vdc_ STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 1. Safety IEC62109-1(c'lass II safety),UL1741 WKS : Yes ) INSTAUSAT)ON SPECIFICATIONS.. . . __. _... Maximum Nlowed System Voltage • 1000 Vdc Pxxx-.2 series 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm/in Dimensions(W x I.x H) Pxx%9sedes 11Bx152x27.5/ I 128x152x35/ 128x152 x48/ 5x5.97x 108 5x5.97x1.37 5x5.97 x1.89 mm/in weight(Including cables} Pxxx-2 aures 950/2;1 grj lb Mxs series 770/1.7 I 93012.05 I 930/2.05 ; gr/ib Input Connector ,,,, I MC4 Compatible Output Wire Type/Connector Double Insulated;MC4 Compatible Output Wire Length 0.95/3.0 i 1.2/3.9 m/ft Operating Temperature Range -40-+851-40-+185 'C/'F Protection Rating I Pxxx-2 series iP6S1 NEMA4 , Pxxx-S series IP68/NEMA6P Relative Humidity 0-IDD % Pauaxcraner eliMuwtluy nwfvleol vRu 5%rmxenefmmc.dhoti PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 980V A SOLAREDGE INVERTER"' - Minimum String Length 9 10 18 (Power Optimizers) Maximum String Length (Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W Parallel Strings of Different lengths Yes Or Orientations it '11°.w m MN PPPsxu P300/P4 O n6 OiPne mme:vire CE n MI solar `c Lau SolarEdge Single Phase Inverters CC For North America W SE3000A-US / SE3800A-US/ SE5000A-US/ SE6000A-US/ SE7600A-US/ SE10000A-US/SE11400A-US • It. . ;W , e 4 SSW 1 • _. .. . . �. The best choice for SolarEdge enabled systems • Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance • Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless ▪ Outdoor and indoor installation • Fixed voltage inverter, DC/AC conversion only ▪ Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA GERMANY-ITALY-FRANCE JAPAN-CHINA-AUSTRALIA-TYE NETHERLANDS-ISRAEL www.solaredge.us solar - • • 11. Single Phase Inverters for North America SE3000A-US/SE3800A-US I SE5000A-US/SE6000A-US/ SE1600A-US/SE10000A-US/SE11400A-US : SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A-US 5E11400A-US OUTPUT - - Nominal AC Power Output 3000 3800 5000 6900 7600 9980@308V 11400 VA 10000 @240V Max.AC Power Output 3300 4150 SAW(d 208V 6000 8350 10800 @ 308V 12000 VA 5450 AMOY 10950@240V AC Output Voltage Min.Nom.-MaxPl I I 183-208-229 Vac AC Output Voltage Min:Nom:Mate' J I V V I V V 211-140-164 Vac I AC Frepuenty MineNornelyaxffi 59.3-60-60.5(with HI country setting 57 60-60.5) 118 24@208V 48@208V Max.ContinuousOutput Cunem 12.5 16 21 @ 240V 25 32 42 @$4pV 4]5 A GED] I A Utility Monitoring,Islanding Protechm,,Country Configurable thresholds Yes Yes -_... INPUT Recommended Max DC Power° 3750 4750 6250 7500 9500 12400 14250 W Tran) Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.O[Input Voltage 325 @ 208V/350 @ 240V Vtic Max.Input Currentm 95 13 165@300V 18 23 33@300V 34.5 Adc 155@200V 30.5@240V Max Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600k..Sensitivity Maximum Inverter Efficiency 97.7 98.2 983 983 98 98 98 % CEC Weighted Efficiency 97.5 ' 98 9]5 @ 2OBV 9'.3 97.5 9]@ 208V 97 5 % 98 @ 240V 915 @ 240V Nighttime Power CansuTptlan <2.5 <4 _ W. ADDITIONAL FEATURES Supported Communication Interfaces 85485,85232,Ethernet,2i gBee(optional) , RevenueGrade ,ANSI C12Optional)" Rapid Shutdown—NfC 201469012 Functionalityena0letl when SolarEtige rapid shutdown kit is Installed"' STANDARD- COMPLIANCE SafelyafetyUL1741,UL3699B,UL3998,CSA 22.2 Grid Connection Standards • IEEE1547 Emissions FCC part15 clam B INSTALLATION SPECIFICATIONS AC outputconduit size I/of 3/4"minimum/ifi-fi AWG 3/4"minimum/fl-3ANC DC input conduit viceI of Wrings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4'minimum/1-2 Strings/14-6 AWG AWG range, Dimensions with Safety Switch 30.5 x125 x71 30.5x12.5 x7-5/ mm/ (HxWxO) 775 x 315 x 172 775 x315 x 191 305x12.5a305/DSv315v260 Weight with Safety Switch 512123.2 54. /24./ 8g 4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 _ dBA Min.-Max.Operating Temperature -13 to+140/-23 to+60µC to+60 version available') Range Protection Rating NEMA 3R rw other ealnml sem plea¢conn NYrtan.n ppn, 7'Ff7cc ,bLovm Wb.=c..wl".77T/25t Fr n tto 81191/9„w6MeeaQSIedod 141m St !Vw nx/ lime nn nlptu mm m Ne vainesvetm P/N-SELORO-RSD-51 10 40.version FIN-ss.WNN JmafNNL4 00 ;- _„/.,'Ec RoHS 2/20/2015 Paver Optimizer I SolarEdge Mnn'uoring Portal Logi I Nuance Program English(North America) Search Follow Us CORPORATE .SOLUTIONS PRODUCTS TO ORDER SERVICE MEDIA U. W N jaw • / c t_ Power Optimizer Inverter Monitoring Power Optimizer Re"or—°"d Share 519 SolarEdge Power Optimizers The SolarEdge power optimizer is a DCrDC convener which is connected by installers to each PV module or embedded by module manufacturers, replacing the traditional solar junction box. The SolarEdge power optimizers increase energy output from PV systems by constantly tracking the award maximum power point (MDPT) of oath module indivicually. Furthermore, the power optimizers monitor the performance of each module and communicate performance data to the SolarEdge monitoring portal for enhanced.costeffettive module-level maintenance.Each power optimizer is L• equipped with the unique SafeDCN feature which automatically thus down modules'DC voltage whenever the inverter or gria power is shut down. The MPPT per module allows for flexible Installation design with multiple orientations tilts and module tithes in the same string. When working with SolarEdge Inverters,SolarEdge power optimizers automatically maintain a fixed string voltage,allowing instillers even greater flexibility with longer strings and strings of different lengths in order to design optimal PV systems. Tice SolarEdge power optimizers are compatible with c-Si and thin-film modules and have a 25 year warranty. The following Power optimizer models are evaded.: P4.Ss Mdkta* -On Paar��n Connected by installers to the PV module and compatible with a wide range of modules Power Optimizer P Model 1 Modula Power Module Voc P300 13300W <48V P400 I z60OW <SOV P405 5405W <125V Download 9atasheet P•Serlee Commercial Power Omhnteer Commercial solution connecting two modules Der power optimizer Power Optimizer Model Module Power Module Vac P600 5600W I<96V-��- P700 <7001th <125V •Rated combined STC power of 2 modules connected in series.Module of up to+5%power tolerance allowed. Download datasheet http://www.solaredgews/groupsAzipo.verbm-perwer-cplimizer 1/2 2120)2015 Rawer Optimizer I Sole/Edge Feature highlights of SolarEdge Power optimzere: • Per-rnudute Max:mum Power PointTracking(MPPT) • Superior efhearcy(9$5%peak egolune}.988%weighted eftdenc))) • 51i6Vates a types of nacelles mismatch-loss,from manufacturing mierance tr pare&shadirp • Designed for extreme environmental conditions • 25 year reliability and warranty • Advanced,real-time performance measurement • Avtomflc module OC collage shut-down for installer and refighter safety • Embedded by module manu6cNeera.or connected byinVailers to v(and tem-hem modules 9deresea In e ee 4w,*PIMPS"eerarvxd Caneea i Contact 19ubacrtW I RSSFeeds I Terme&Conditions tdtp/Avww.sderedgerhtgreMEshusrPeereiteldePmedezPImizer 212 111.1111111.111.111.1.11r !Hcs July 21,2014 Mounting Systems,Inc. 820 Riverside Pkwy Sacramento,California 95606 TEL:(855)731-9996 FAX:(916)287-2269 Attn.:Mounting Systems,Inc.-Engineering Department Re: Engineering Certification for the Mounting Systems, Inc. 13/52 Rail Alpha+System PZSE, Inc.-Structural Engineers has reviewed Mounting Systems,Inc.'s 13/52 rail span charts,rail allowable uplift wind force and perfonned rail component capacity check including L foot bracket,end clamp and mid- clamp.All information,data and analysis contained within the Mounting Systems,Inc.rail span charts am based on,and comply with Mounting Systems,Inc.'s Alpha Engineering and Technical Data and the following codes: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05 2. 2009 International Building Code,by International Code Council, Inc. 3. 2005 Aluminum Design Manual,by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic(PV)Panels, November 1,2012 by ICC-ES This letter certifies that the loading criteria and design basis for the Mounting Systems,Inc. 13/52 rail span charts,rail allowable uplift wind force table and rail components capacity check are in compliance with the above document and codes. If you have any questions on the above,do not hesitate to call.LSincerely tHarsN� dVaUL K. ZACHER RUCTURPL w Paul Zacher,SE-President 50too - / eXP uwnosa 8150 Sierra College Boulevard,Suite 150 • Roseville,CA 95661 • 916.961.3960 P • 916.961.3965 • von.pne.rom 13/52 Rall Zone 1 Span Chart Expocure Wind Ground Snow Load Speed 0psf 10 PSI 20 psi 3opsf 40psf 50psf 60psf lopsf SOpsf 90psf 85 10.0 85 70 60 55 5.0 4.5 CO 4.0 35 100 10.0 B.5 70 6.0 5.5 5.0 45 4.0 4.0 35 110 9.5 3.5 7 0 CO 5.5 50 45 4.0 40 35 Category 120 9.0 65 70 6.0 5.5 5.0 45 4.0 4.0 3.5 6 130 8.0 8.0 7.0 CO 5.5 5.0 4,5 4.0 4.0 3.5 140 7.5 7.5 5.5 CO 5.5 5.0 4.5 4.0 4.0 3.5 150 7,0 70 55 6.0 5.5 5.0 4.5 0.0 4.0 3.5 160 7.0 7.0 65 64) 55 5.0 45 4.0 4.0 3.5 =El 0sf 10 sf 20psf 30p40.sf 50 sf 60rsf 70. f W.5f 90 p6 Wind E.ppS„re Sneed 0•sf l0sf 20sf 300sf 40. 1 50 Psf 60•sf 70.d BOsf 90•it 65 9.0 IS Z0 6.0 55 SA 45 AO 0.0 35 100 $3 6.0 70 6.0 5S 5:0 4.5 AO ] AD 3.5 Cato 130 tO 7.0 Sfl... 6A....11M113 7...30.1 l Mae iii i ..'fl r'T__a 0 130 6.5 a.5.`. ' ' a "�5� '.x0':aafY�C 3M 140 6A 6.0.....Whit .:SS"' nini. 35 '. _. 2I Intlerlan ?!hi.07_ .ice 160 1111131.1_t_WES 0 45 CS. a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE7-05 c. Topographic factor,kat Is 1.0 1 Maximum mean roof height is 30 ft. e. Average parapet height is Oft f Roof pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 6016s h. Neighs of solar panel is between 2"and 10"tO roof r Deflection criteria of 1/60 per AC428 section 43 1, The wind speeds above are ASO values k. Mounting Systems,Inc.strongly recommends a maximum span of 8 feet,but In any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category E or less m. Maximum cantilever is 1/3 13/52 RaII Zone 2 Span Chart ExposureWind Ground Snow Load Speed 0psf 10 psf 20 psf 30pst 40psf 50psf 60psf 70 psf 80 psf 90psf 85 8.5 80 7.0 65 SS 5.0 43 4.0 40 33 100 7.5 )S 7.0 60 5.5 50 4.5 40 40 13 110 7.0 2.0 6.5 65 55 5.0 45 . A0 40 3.5 Catgory 120 85 85 6.5 5S £0 5.0 43 AO 40 35 O 130 80 _ 6.0 6.0 , 53 5.0 4.5 4.5 4.0 40 33 140 55 5.5 55 5.5 5.0 45 45 AO 4.0 33 150 5.0 5.0 5.0 5.0 5.0 43 45 40 40 35 160 5.0 SO 5.0 5.0 5.0 45 4.5 40 4.0 3.5 Expowre Rill_ 0.sf l0. f 20psf 30.st 40 50. 60.. T0. 80•sf 90 qt Exposure Wind Speed Opsf 10.. 20. t 30•sf 40psf SO•sf W. TG..f 80.sf 90. Aligaw iircteg lira NOM , r•thla._aidl -31:0-`WEIN 5 si wtl• A gl.R'- MTh&®R,r 9d Aso-'2' 'L"'_* nEs. � tngMall 3.5 160 ":"'COt.:'MDR'-'44 '.Mini 4.0 -S E to _;. 'XA" ..'40: 33 • The table above ONLY includes 1352 rail capacity Bieck.It does not include roof capacity check b. Wind imporbnce factor per ASCE7-0S c. Topographic factor,kit is 1.0 d. Maximum mean roof height Is 30 ft • Average parapet height is Oft 1 Roof pitch Is between 7 degree and 27 degree g. Maximum solar panel weight Is 60 lbs b. Height of solar panel Is between 2"and 10"to roof Deflection criteria of 1/60 pet AC428 Section 4.3 i. The wind speeds above are 450 values k. Mounting Systems,Inc.strongly recommends a maximum span ofa feet,but in any case,not to exceed the maximum span indicated oo the chart I. The span length applies to a seismic design category E or less m. Maximum cantilever is l/3 13/S2 Rail Zone 3 Span Chart Exposure Wind Ground Snow Load Spred 0psf 10psf Zopsf 30 as( e0paf 50 psi 6Opsf )tlPsi BOpsf 9bpsf 15 6S 65 65 6.0 5.5 5.0 4.5 AO_ 4.0 3.5 300 60 5.0 60 5S 5.0 1.5 4$ AO . AO 3.5 110 53 53 53 53 5.0 45 AS .4. 4.0 3.5 category 120 5.0 5.0 5.0 50 5.0 4.5 43 tD. AO 3.5 B 130 5.0 5.0 5.0 5.0 5.0 4.5 4.5 tD 1.0 33 140 45 45 4.5 43 4.5 4.5 43 4.0 4.0 3.5 150 to 4.0 AO to AO AO to tD 4.0 j 3.5 160 4,0 4.0 AO 1.0 4.0 4.0 to to 4.0 3.5 ®l1:51'l 0-sf 10•ai 20.. 30.51 t0. 1 50.si 60.. 20 g9. f 90.. Exposure INO.sf 10.61 20. 30. f 10.sf 50.sf C0.. 70. f 80•s 90• 3 ', _ "'1s�.7,4 own. w wry,we-7W rgs- WT-S1 stt - M' '% �' e"e°�`'- Tom'"' „w _ -r` Trig ,.a :ing Mr-fskO ,' _.Pot a lw' 4Fri7:'a«a'" riF7411& ` .'1!b' . . 3,0<.. . .3d A ""8A 0 . 31f " at r 3.0 a. The table above ONLY includes 13-52 rail capacity check.It does not include roof capacity check b. Wind importance factor per ASCE]05 c. Topographic factor,Int is 10 d. Maximum mean roof height Is 30ft. Avenge parapet height Is 0 ft f Root pitch is between 7 degree and 27 degree g. Maximum solar panel weight is 60 lbs h. Height of solar panel Is between 2"and 10"to roof I. Deflection criteria of 450 per AC42g Section t3 j. The wind speeds above are ASO values S. Mounting Systems,Inc.strongly recommends a maximum span of g feet,but in any case,not to exceed the maximum span indicated on the chart I. The span length applies to a seismic design category f or less m. Maximum cantilever Is L13 tM POI Mr S6 a9 015 n EE5 0'tl KS 159 OL Cu S9 9EOY 9E66 Se lair St an 0991 S'C 621 ew W"eh Iddn sp rgpgf ON, 9m Zs/n Yb tort OR in WET 5'6 OrowER 119 rvE1 Y9 Zsrt1 py 69 ZS//E1'114 ZWEl rL ltliyn S9 119 ZS/El 0'9 6M yE1 SS Y9 CSRE 0'5 925/51 Sr IIN iS,EI 01 6925/E} St NY ZS/Et 0'E W6 OM OM MF Oct WZ 1OC OLL lOEI W{ 06 ® OL IylunSlPtl UI%vJM MMyIKKI 0119.0111 OfYlY9 i5/F1011