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38B-068 SOLAR 243 SOUTH ST BP-2021-1077 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:38B-068 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-2021-1077 Project# JS-2021-001821 Est.Cost: $12870.00 Fee:$75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 062490 LotSize(so.ft.): 10410.84 Owner: LUNDQUIST FELICIA R Zoning: URB(100)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 243 SOUTH ST Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT A - Attn Savina Cervone (413) 259-8044 0 WC CHICOPEEMA01022 ISSUED ON:3/29/202I 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 18 ROOF TOP MODULES - 5.85KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing 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: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. g )2 Certificate of Occupancy Signatu/e � ' FeeType: Date Paid: Amount: Building 3/29/20210:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Department use only / ��� City of Northampton Status of Permit: !� f�o uilding Department Curb Cut/Driveway Permit / 012 Main Street Sewer/Septic Availability / �9 • '. Room 100 Water/Well Availability \ �l <9Q�, N hampton, MA 01060 Two Sets of Structural Plans NO�Tygv//o/A _ phone 4 -587-1240 Fax 413-587-1272 Plot/Site Plans 10,1,71/4s,,-''.›,,,,,iOther Specify APPLICATI • CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: v section to be complete bye#fice Z43 SoSt`'l Sk" Map 3 / Lot (Q/ Unit \j i,k.aMq(Yti,l i NIA ©\66e, Zone Overlay District Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: gk-c;.� LuAdckv. 1,43 Sedik Sf I ArtitAs.")t0A f11,1 o106b Name(Print) Current Mailing Address: , \\ `` mot- M 3 -22ti- 6921- G ac.ht� sivt<d C.� l Telephone Signature 2.2 Authorized Agent: HeA -lta(elw.e►u 150 Padgette St, Chicopee, MA 01022 Name(Pr Current Mailing Address: Z4C:L.,- 413-217-4033 pioneervalleypermits@sunrun.com Signature Telephone SECTION 3 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 4 2,5-7 4 .00 (a) Building Permit Fee 2. Electrical 't0 t .1/ (b) Estimated Total Cost of 0o Construction from (6) 3. Plumbing Building Permit Fee �'7 4. Mechanical (HVAC) /c 5. Fire Protection 6. Total = (1 +2 + 3+4 + 5) 4 7 Ig7O , e.. Check Number !0 7 D �j This Section For Official Use Only `� Building Permit Number: ''.�`-0�7 7 Date Issued: Signature: ����2 3-Zp 1- zoz I Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © 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 O , 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 O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing I I Or Doors 0 Accessory Bldg. Demolition ❑ New Signs [El] Decks [q Siding [El] Other[Q ] 5 Ln3C-0.ltc`ttan Brief Description of Proposed Work: Installation of roof mounted photovoltaic solar systems # of modules I 5, 51((,J 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 stories? 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 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1, Vivint Solar Developer, LLC , 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. 'Re AN ea.ritaibltAtio Print Nar1i6 (/-Aq --oive,yot Si natur of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Douglas Caverly CS-062490 License Number 150 Padgette St Unit B, Chicopee, MA 01022 03/02/2022 Address / Expiration Date 19G���ccd, 413-259-8044 Signature Telephone 9.Registered Home Improvement Contractor. Not Applicable 0 VIVINT SOLAR DEVELOPER, LLC/Douglas Caverly 170848 Company Name Registration Number 1800 W Ashton Blvd. Lehi UT 84043 1/4/2022 Address Expiration Date Telephone 413-259-8044 SECTION 10-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 ❑ 11. — Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) 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 108.3.5.1. 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 building 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 may 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 Department of Industrial Accidents _; _: Office of Investigations —:'��ti_ 1 Congress Street, Suite 100 !OW- Boston, MA 02114-2017 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual):Vivint Solar Developer, LLC do Sunrun Inc Address: 225 Bush St, Suite 1400 City/State/Zip:San Francisco, CA 94104 Phone#:628-502-2834 Are you an employer?Check the appropriate box: Type of project(required): 1.RI 4.I am a employer with 253 ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in anycapacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. ❑ We arc a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other Solar Installation comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Liberty Insurance Corporation Insurance Company Name: Policy#or Self-ins. Lic. #: WA764 D445522020 Expiration Date: 10/1/2021 Job Site Address: 7.4 3 &l&l, cal City/State/Zip: N d rtitostrt0At f lq/Q 0 I da Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: °? -Q Date: 11/5/2020 Phone#: 628-502-2834 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): I. Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i® Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards C o ns tructlOn'Supernsor CS-062490 Expires:03/02/2022 DOUGLAS P CAVERLY 178 MILLER STREET LUDLOW MA 01066 i 10 ' Commissioner tiA...,t x/., 7 OMloe of Consumer Matra&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Suoolement Card E 101/04/2022 VIVINT SOLAR DEVELOPER LLC. DOUGLAS CAVERLY f;"^ -• /J 1800 W.ASHTON BLVD. !, LEHI,UT 84043 Undersecretary ��1 SUNRINC-02 JWANG3 ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `� 11/2/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or 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). 1 PRODUCER CONTACT NAME: Atsuko Scott Alliant Insurance Services,Inc. PHONE I FAX 575 Market St,Ste 3600 (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 ADDRIEss:Atsuko.Scott@crystalco.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERa:Navigators Specialty Insurance Company 36056 INSURED INSURER B:Liberty Mutual Fire Insurance Company 23035 Vivint Solar Developer,LLC INSURER C:James River Casualty Company 13685 c/o Sunrun,Inc. 225 Bush Street,Suite 1400 INSURER D:Liberty Insurance Corporation 42404 San Francisco,CA 94104 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 OF INSURANCE ADDL SUBR W POLICY NUMBER M/POLICY EFF POLICY EXP LIMITS LTR INSD VD IMMIDD/YYYYI IMDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR LA2OCGL2303211C 11/1/2020 10/1/2021 DAMAGETORENTED 1,000,000 PREMISESfEaoocurrencel $ 5,000 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY X sr& LOC PRODUCTS-COMP/OPAGG $ 2,000,000 _ X OTHER:Retention:S100,000 Per Project Agg $ 10,000,000 B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 2,000,000 (Ea accident) $ X ANY AUTO _ AS2641445522010 11/1/2020 10/1/2021 BODILYINJURY(Perperson) $ OWNED SCHEDULED _ AUTOSRREE�� ONLY - AUTOS BODILY D BODILY INJURY(Per accident) $ AUTOS ONLY AUTO ONLY PROPERTY accidentDAMAGE $ Liability Ded.: $ 100,000 C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 — X EXCESS LIAB CLAIMS-MADE 001072260 11/1/2020 10/1/2021 AGGREGATE $ 4,000,000 DED I RETENTION$ - $ D WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N WA764D445522020 11/1/2020 10/1/2021 X I STATUTE I I ERH 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WA764D445522020 Deductible:$500,000. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ' IJi). ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD vivint.Solar 1800 W Ashton Blvd. Lehi, UT 84043 SUl1Uf1 COMPANY J. Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineenng Structural Engineering james.walsh@sunrun.corn kirk.nelson@sunrun.com sam.brown@sunrun.corn March 25, 2021 Re: Structural Engineering Services Lundquist Structure 243 South St Apt 1, Northampton, MA S-6600524; CAD Version: 4; MA-04 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 1. Site visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. 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: A. Description of Structure: The existing structure has typical wood framing construction with a maximum of two layers of composite shingle roofing. All wood material utilized for the roof system is assumed to be Spruce-Pine-Fir#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section 1: Rough sawn lumber- 2x4 at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. The maximum interior horizontal span used for design verification is 11.27'. Based on the span of the existing rafters for this roof section, a structural upgrade is required to strengthen the roof system. Select from options presented in paragraph C below and locate the upgrade between 3.9'and 7.4'from the ridge. • Roof Section 2: Rough sawn lumber - 2x4 at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. The maximum interior horizontal span used for design verification is 10.54'. B. Loading Criteria 9.02 PSF = Dead Load (roofing/framing) 3.00 PSF = Dead Load (solar panels/mounting hardware) 12.02 PSF = Total Dead Load 20 PSF = Roof Live Load 40 PSF = Ground Snow Load (based on local requirements) Wind speed of 117 mph (based on Exposure Category B -the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) vivint.Solar Page 1 of . SUl1Uf1 COMPANY R C. Approved Structural Upgrade Options The method of strengthening the roof 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, and shall be chosen from the following options: 1. Knee wall - Knee wall supports shall be constructed in accordance with detail SK-3. 2. Purlin - Purlin supports shall be constructed in accordance with detail SK-13A or SK-13B. D. Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. 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. • EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website (www.ecofastensolar.com). 2. The solar panels are 11/2" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Spruce-Pine-Fir is 205 lbs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2015 IBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by mounting hardware manufacturers' testing data, which are available upon request. Panel support connections should be staggered, where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Max Horizontal Spacing (in) 72 48 Cantilever(in) 24 16 E. Summary Based on the above evaluation, with the structural upgrade installed as prescribed and appropriate panel anchors being utilized, the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2015 International Residential Code with Massachusetts Amendments, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if more information is required, please contact me. Regards, 01'.04 of Ag44, J. Matthew Walsh, PE AT7tt MA License No. 54057 w" NO 54057 0 90A FGISTERMG\ta�� S/ONAI 04 03/25/2021 vivint.Solar Page2of7 A. SUlhUf1 COMPANY r NOTES (E)- EXISTING INT- INTERIOR (N)- NEW (E) ROOFING � (E) SHEATHING (N)2X4 TOP PLATE NAILED / (E) RAFTER TO RAFTER WITH (2) 16D �.-� SINKERS EA. RAFTER. • J 45°MAX (N)2X4 BOTTOM PLATE (N) KNEE WALL STUD rciH Mas,OF _ NAILED TO CEILING JOIST @ 16" O.C. WITH 8'-0" WITH (2) 16D SINKERS, EA. MAX. STUD LENGTH. J MAT ThEN i\m JOIST ATTACH TO TOP AND ` Ol 1 tf i BOTTOM PLATES No 54057 ' WITH (2) 16D SINKERS. 14 'PF�� TEp�� )s �� -ss�oNAL tit- !I (E) CEILING JOIST (E) INT. � 1 BEARING WALL � 12" • i ��• MAX.i / vivint.Solar 'N 385.715.6237 \ J HOME UPGRADE fl STRUCTURAL DETAIL KNEE WALL VERSION: SK 3 (NOT TO SCALE) DATE: 8/24/2020 DRAWN BY: DJH vivint.Solar Page5of7 A SUl1Uf1 COMPANY NOTES 1. PURLIN RAIL MAY BE OMITTED WHERE STRUTS ARE INSTALLED AT EVERY RAFTER. (E)- EXISTING INT- INTERIOR (E) ROOFING (N)- NEW (E) SHEATHING ,,,,..or,,/---:77----- (E) RAFTER --0-- (N) 2X PURLIN RAIL, DEPTH TO MATCH �-- J EXISTING RAFTER (2X6 • — • MIN.). ATTACH TO EA. 4 •' STRUT WITH (2) 16D 45° MAX 4/ d��` ti OF M4s Ns. J MATT 0 (N) 2X4 PURLIN STRUT,4'-0" O.C. MAX, (4) 16D SINKERS 1 y NO 54057 ¢ > • EA. END TO (E) FRAMING. • it i'FC�gTEP�p '��'�4 MAX. STRUT LENGTH OF Ge $'ss,ONA►.VA- ' \ 8.-0". (E) INT. (E) CEILING JOIST i BEARING WALL � � Ls_ 12" vivint.Solar _ii MAX 385.715.6237 I i HOME UPGRADE • STRUCTURAL DETAIL i PURLIN - OPTION A VERSION: (NOT TO SCALE) DATE: 8/24/2020 13A'' DRAWN BY: DJH vivint.Solar Page6of7 A SUl1Uf1 COMPANY • NOTES 1. PURLIN MAY BE OMITTED WHERE STRUTS ARE INSTALLED AT EVERY RAFTER. (E)- EXISTING INT- INTERIOR (E) ROOFING (N)• NEW (E) SHEATHING (E) RAFTER (N)2X PURLIN RAIL, DEPTH TO MATCH EXISTING RAFTER (2X6 MIN.). ATTACH TO EA. STRUT WITH (2) 16D * SINKERS. / /IA of M'�s• 45° MAX �s (N) 2X4 TOE BOARD. ATTACH J IIATTkiEN !�m TO EA. CEILING JOIST WITH (N) 2X4 PURLIN STRUT, 4'-0" �� 1 (2) 16D SINKERS. O.C. MAX. (4) 16D SINKERS NO 54057 Q. TO (E) RAFTER. TOE NAIL 41 � F �f STRUT TO TOE BOARD WITH `ssi NAl��O`� (2) 16D SINKERS DRIVEN AT A 30° ANGLE (FROM VERTICAL). (E) INT. INTO THE TOE BOARD. ` l BEARING WALL MAX. STRUT LENGTH OF 8'-0". vivint.Solar 12" MAX. (E) CEILING JOIST 385.715.6237 HOME UPGRADE STRUCTURAL DETAIL PURLIN - OPTION B VERSION: (NOT TO SCALE) DATE: 8/24/2020 DRAWN BY: DJH vivint.Solar Page7of7 A SUl1Uf1 COMPANY PV STRINGS: ROOF SECTIONS: SYSTEM LEGEND PV STRING 1=9 MODULES ROOF PLANE 1 SLOPE=29° PV SYSTEM SIZE: ROOF PLANE 1 AZIMUTH=234° (N)5.850kW DC 3.800kW AC PV STRING 2=9 MODULES ROOF 1 MAT=COMPOSITION SHINGLE ROOF PLANE 2 SLOPE=29° ROOF PLANE 2 AZIMUTH=324° POINT OF INTERCONNECTION IN ROOF 2 MAT=COMPOSITION SHINGLE f M EXISTING INTERIOR MSP TIED TO UTILITY METER 25028534. (N)SMART METER.LOCATED WITHIN 10' P OF MSP. (N)PV SYSTEM AC DISCONNECT. (N)1 PV STRING INVERTER: I SE380011LSS I� (N)18 JINKO SOLAR JKM325MEOHBI II1 MODULES WITH P370 OPTIMIZERS MOUNTED ON THE BACK OF EACH • MODULE. 0 (N(MOUNTED)JUNCTION BOX. WRH SOLADECK) EXISTING DETACHED UTILITY METER 125028534) F- OLLJ 0 O a o o (.1 � /51:1;11 0 P`I vivint.Solar A sunrun COMPANY 1800 ASHTON BLVD.LEHI,UT,84043 1.877.404.4129 MA LIC,170848115688A GC:CODY GRAM LUNDQUIST RESIDENCE 243 SOUTH ST APT 1 NORTHAMPTON,MA 01060 UTILITY ACCOUNT 75132 04000 METER 25028534 SITE PLAN ROC MAA°-04 PV 1.0 DRAWN BY:Jose Delizon ,A SCALE:3/16"=1'-0e DATE 03122/2021 REVISION:0 • MOUNTING NOTES ROCKaT COUPLING MID CLAMP ROCK.IT COUPLING AM MID CLAMP I \, ® _I 1 1111. ROCK-IT 3.O COUPLING _I ROCK-IT ' ROCKET GLIDE MID *....., PEDESTAL NETAIS116iYB' •�• FLASHING ® ROHELF HEX FLANGE BOLT � COUPLNG SHELF 3005ERIE555 *III ROCK4T WPLNG BNELFMOILTRC VIEW \/ I \�/ \�/ COMP SHINGLES ``f--s SS LAG SCREW T_�.. TORQUE=1312 FTiB3. �.\\ _ SIDE VIEW 1 HEX E X FLANGET TE PLANE HE% BOLT - SIDE VEIN, 300 SERIES SS OILSCO SGB-4 GROUNDING LUGS N ROCK-IT 3.0 MOUNT DETAIL , D s T.o MOT To KA. ULLBTWGFOR ECOFASTENZNI 2 ROCK-IT 3.0 COUPLING ASSEMBLY MEOW 23e. S LO NOfrOSONE o=VIEw MAX MOUNT SPACING LANDSCAPE MOUNT SPACING=72' CLAMP.ATTACIMENT,TYP LANDSCAPE CANTILEVER=24' CI ANP-A-ACVMENT,TYP PORTRAIT MOUNT SPACING=48' COUPLING.TYP PERM!IED COUHCNG,TYP PORTRAIT CANTILEVER=16' iTILEVER'.SEE MOUNTING NOTES I CLAMP SPACING / MOUNT SPACING SEE '� -L. MOUNTINGNOTES COUPLING CLAMP ERASING,TYP MODULE,PIP— ROCKaTSLIDE ' MODULE METAL MODULE,TYP FLASHING EPDIA BONDED WASHER FORMS WATERTIGHT SEAL FRAMING.TYP - - FRAMING,TYP I I L=LANDSCAPE CLAMP SMOG RI 4 PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRAIT/LANDSCAPE I I L=PORTRAIT 51.0 NOT To SOME 51.0 NM TO SC. CLAMP SPACNG COMP SHINGLES 21T • 3'MIN AND 6'MAX BETWEEN TOP OF ROOF AND BOTTOM OF MODULE IAN 511 DAM ONE HOLE STEEL STRAP ^ CONDUIT SS LAG SCREW HOMING,TYP.MOUNTAk /� TORQUE=17}1 FTiBS. TO FRAMING OF EXISTINGR ®_ __ JJJl- OOFT PE PARALLEL _ -- vivint.Solar' WITH PLANE OF ROOF -- CONDUIT MOUNT BRACKET E MAXIMUM _ - - A SUM1fUfl COM(TANY'1800 ASHTON BLVD.LEHI,UT,8103 SECTION VEIN --' /1N7 1.877.101.4T29 PLALSHOOG OR TIE STRAP ZMI MALIC:170848 1156BBA - —�_- GC:CODY ORAU �� LUNDOUIST RESIDENCE 243 SOUTH ST APT 1 ®SECTION VIEW NORTHAMPTON,MA 01060 m MOT TOTAMB 6 PV ARRAY TYP.ELEVATION 7 CONDUIT MOUNTING DETAIL UTILITY ACCOUNT:75132-04000 METER.25028534 N 51.0 NOT TO SCALE 51.0 NOT roSCALE G4 MOUNT DETAILSROC:MA-04° S 1 .0 DRAWN BY Jose Dalizon SCALE:NOT TO SCALE DATE 03/22/2021 '4 REVISION'.0 0 ROOF INFORMATION FRAMING INFORMATION ATTACHMENT INFORMATION MOUNT LEGEND ROOF TYPE TYPE SPACING MOUNT DETAIL MAX LANDSCAPE MAX LANDSCAPE MAX PORTRAIT MAX PORTRAIT CONFIG. RAFTER SECTION SPACING CANTILEVER SPACING CANTILEVER MOUNTING FEET s RS 1 , COMPOSITION SHINGLE RAFTER 24' ECOFASTEN ROCK-IT 72'OC 24' 48'OC 16' STAGGERED • RS 2 COMPOSITION SHINGLE RAFTER 24' ECOFASTEN ROCK-IT 77 OC 24' 48'OC 16" STAGGERED • 4' T2' 7 • • • 4' • 2' 4' • • • • • • . vivint.Solar AsunruncuMPANY 1800 ASHTON BLVD.LEHI,UT,84043 1.877.4044129 2' 1-- 4' 4' 4' —/ MA LIC.1708481� GC:CODY GRAM LUNDOUIST RESIDENCE 243 SOUTH ST APT 1 NORTHAMPTON,MA01060 UTILITY ACCOUNT:75132-04000 METER:25028534 ] MOUNTING DIAGRAM 8S 4 S 1.01z --- DRAWN BY.Jose Dalian 4.1 SCALE:0.018598 DATE 0322/2021 REVISION.0 • Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 5850 Tag Description Wire Gauge U of Conductors/Color Conduit Type Conduit Size p AC System Size(Watts) 3800 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A o 0 Total Module Count 18 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A w n o N 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" "p < < 7-1 2 EGC(THWN-2) 12 AWG 1)GRN) FMC 1/2" cC t 3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" .. a 3 0-N E o 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" 4 Inverter Output(THWN-2) 12 AWG 3(L1,L2,N)B/R/W EMT 1/2" 2 N t ,. 4 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" J t: Z Z 5 Service Feeder(THWN-2) 6 AWG 3(L1,L2,N)B/R/W EMT 3/4" 5 GEC(THWN-2) B AWG 1(GRN) EMT 3/4" L , v oY CS •- ' Ti; m w u` on e 0 -4. StorEdge SE3800H-USS PV System SMART Meter g 'Conforms to ANSI C12.1-2008 • ON 2 m _ Square D DU221RB Point of Interconnection,Supply Side 705.11 5 j m 240V/30A Unfused, 5 Z an NEMA3R,with 75'C External Rapid Shutdown w w Disconnect;Square D / terminations Fused, NEMA3R,240V/60A7 J Zi J co 0 • Fused,NEMA3R,with 75'C v~ai cao O terminations Z Z 1;2 ODD STRING 2:9 PV 0 © 9 MODULES ® © Existi ng Murray SHEET W/OPTIMIZERS . .'L fS f ■/ 240V/100A Service Panel,NAME: 00A e a M1 Single in Disconnect with! � LINE a m PIO .- __._.._ -._ ._._ ._.. —.__ Main Disconnt STRING 1:9 PV 1 2 —_9 r— \ /� .� -j 12 MODULES NEMA 3R Junction Box L�Aq © 2OA M C W/OPTIMIZERS • 4O \ SHEET — NUMBER: �1 18 PV MODULES PER INVERTER=5850 WATTS _ "g --' — -----~— Mi= t —_---- W=.ra STC Vis ibl e/Lockable'Knife'AC Visible/Lockable'Knife'AC Minimum GEC size6 Disconnect Disconnect,In Sight of Tap AWG copper W 1 Inverter/Optimizer Specs PV Module Rating @ SIC Conductor Calculations o Optimizer SolarEdge P370 Module Make/Model Jinko Solar 1KM325M-60HBL V o 8 Wire ampacity calculated from 310.16&17 as appropriate with ambient temperature DC Input Power 370 Watts Max.Power-Point Current(Imp) 9.68 Amps calculations from Table 310.15(B)(1)&310.15(8)(2)and raceway fill adjustments from 310.15(C) E .O ", DC Max.Input Voltage 60 Volts Max.Power-Point Voltage(Vmp) 33.6 Volts p a a :1 (1).Conduit on the roof shall be installed no less than 1"above the roof deck. - f rn DC Max.Input Current 13.75 Amps Open-Circuit Voltage(Voc) 41.1 Volts e - -n PV Circuit conductor ampacity is constrained using the 75'C column with the continuous duty � t DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 10.2 Amps uprating or the 90'C column with the relevant ambient temperature and raceway fill adjustments � .. a g Max.string rating inverter dependent.See SE documents. Max.Series Fuse(OCPD) 20 Amps without the continuous duty uprating per 690.8(8),whichever results with a larger wire size. 0 m E• o Inverter Make/Model StorEdge SE3600H-USS Nom.Max.Power at SIC(Pmax) 325 Watts Non-PV Circuit conductors use the ampacity in the 75'C column or the 90'C column with the c ,a„ a C > CEC Efficiency 99 % Max.System Voltage 1000 VDC(UL/IEC) relevant ambient temperature and raceway fill adjustments,whichever is less(110.14(C)& _A o Z AC Operating Voltage 240 Volts Vac Temperature Coefficient -0.28 I %/C 310.14(A)(2)).The rating of the conductor after adjustments shall be greater than,or equal to, Cont.Max Output Current 16 Amps the continuous duty uprated current. DC Max Input Current 10.5 Amps ASHRAE 2017-WESTOVER METRO More information about conductor calculations can be provided upon request. Input Short Circuit Current 45 Amps Highest Monthly 2%D.B.Design Temp.:33'C Ca lc.Ex:Wire Ampacity x Ambient Temp.Corr.Factor x Conduit Fill Adj.Factor>=Output Current Lowest Min.Mean Extreme D.B.:-28'C (Tag 1 Under Array): Max Output Fault Current 17.5 A/20 ins DC-to-DC Converter Output:10 AWG rated 30 A, 30 A>=18.75 A 'L (Tag 2 Attic): Q Power Source(s)Output Calc:705.11 DC-to-DC Converter Output:12 AWG rated 30 A, 30 A x 0.76 x 0.8=18.24 A>=15 A O (Tag 3 On Roof): Service Rating:100 Amps DC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A • t 4 Ex terior): xerior): PV Breaker Rating:20 Amps (TagC C 20A<=100A,OK Inverter Output:12 AWG rated 20 A, 20 A>=20 A 7 (Tag 5 Exterior): �` ... r+ Service Feeder:6 AWG rated 65 A, 65 A>=60 A a'� 0 r'".l 1 o• a w w Li m IN Other Notes a •Designed according to and all code citations are relevant to the 2020 National Electrical Code. cc r^. •All interior raceways carrying DC current shall be metallic. g m O .. Si w H. 5• 2 O^ Voltage and OCPD Calculations(690.7,690.9) 5 z a � � • PV Source Max Circuit Voltage:Module Voc x(1-(AT x Voc Coeff))[art.690.7(A)1 ▪ J co JKM325M-60HBL:41.1 V x(1-((25 C—-28 C)x-0.28%))=47.2 V<=60 V < F COa "' N N ^O Z Z ,p Inverter Output Circuit(s):Listed Output Current x 1.25[art.690.9(B)) SHEET Inverter 1:SE3800H-U55 Max Output=16 A x 1.25=20 A<=20 A(OCPD) NAME: System output current w/continuous duty=20 A<=20 A(System OCPD) a, rV ill O m SHEET NUMBER: tV W DocuSign Envelope ID: DC83BD72-B56A-457E-B5B4-B5120CED788F Vivint Solar BrightSaveTM Agreement Take Control of Your Electric Bill SO Years Deposit due Agreement Term Length Monthly Bill for Year Year 1 Cost per kWh Today One (plus taxes, if applicable; (excluding upfront includes $7.50 discount for payment, if any) Auto-Pay enrollment) WE'VE GOT YOU COVERED WITH OUR WORRY-FREE SERVICE C;) � . We provide hassle-free We monitor the system We warrant, insure, Selling your home? design, permitting, and to ensure it runs maintain and repair We guarantee the buyer installation. properly. the system. We will qualify to assume also provide a 10- your agreement. year roof warranty. A SOLAR SYSTEM DESIGN FOR YOUR HOME You get a 5.850 kW DC Solar System With 18 Solar Panels Which will produce an est. 5536.736 kWh in its first year And offset approx. ioi % of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Gina Ramos gina.ramos@vivintsolar.com DocuSign Envelope ID:DC83BD72-B56A-457E-B5B4-B5120CED788F By signing below, you acknowledge that you have reviewed and received a complete copy of the Agreement without any blanks. Such Agreement shall be the complete understanding between the Parties. VIVINT SOLAR DEVELOPER, INCL1. Signature: Via.. Print Name: Diana Tovar Date: 3.15.2021 Title: 9501594 - Processing Agent Federal Employer Identification Number: 80-0756438 IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO VIVINT SOLAR DEVELOPER, INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH DAY AFTER THE EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. Customer Primiazijj t Holder Secondary Account Holder(Optional) 149486.. Signature March 13,2021 I 1:13 PM MST Date Print Name Email Address*:feliciaruth@gmail.com Mailing Address: 243 South St Apt 1 Northampton MA 01060 Phone: 4132226922 *Email addresses will be used by Vivint Solar for official correspondence, such as sending monthly bills or other invoices. Sales Consultant By signing below I acknowledge that I am Vivint Solar accredited, that I presented this agreement according to ti ViVj mS64lar Code of Conduct, and that I obtained the homeowner's signature on this agreement. „562A4CF_. Gina Ramos Print Name 211151 Vivint Solar ID number Vivint Solar Developer, Inc. 11800 W Ashton Blvd., Lehi, UT 84043 1877.404.4129 I CSLB No. 973756 Contract Version: 2020Q4VS Generation Date: 10/5/2020