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11A-006 (8) 41 CHESTNUT AVE BP-2021-1409 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 11A-006 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-2021-1409 Project# JS-2021-002344 Est.Cost: $18590.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 062490 Lot Size(so.ft.): 5314.32 Owner: SYLVESTER ROY Zoning: URA(130)/ Applicant: VIVINT SOLAR DEVELOPER LLC AT: 41 CHESTNUT AVE E Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT A - Attn Savina Cervone (413) 259-8044 () WC CHICOPEEMA01022 ISSUED ON:6/1/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 26 PANEL 8.45 KW ROOFTOP SOLAR SYTEM & SMART METER 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. Certificate of Occupancy Signature: (1t1 • III• >2 T.)5145, FeeType: Date Paid: Amount: Building 6/1/2021 0:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner • Department use only City of Northampton/ 140 Status of Permit: Building Department. c' Curb Cut/briveway Permit 212 Main Street o ` Sewer/,SepticAvailability Room 100 o9T�lin0��� Water/Well Availability Northampton, MA 01060 .TON spc Ty Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 1,, Ptas/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address This section to be completed/� by office L.�. I CI-tnI5- Ave, Map j ',4 Lot OO( Unit bztes l Atik D1O$3 Zone Overlay District Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name" £ v€5t..Rr ail c, ►1j Ave_, ��dS .AA (Dios-3 rint) Current Mailing Address: SwR, j\ st9 Vas cl Go►1Cerva.ci 3leP ne U,'Qc( `� Signature 2.2 Authorized Agent: r� eA t'�(o 150 Padgette St, Chicopee, MA 01022 Name(Pri ) Current Mailing Address: 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 (a) Building Permit Fee 2. Electrical q (b) Estimated Total Cost of $ly p7 , Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 76- 6. Total = (1 +2 +3 +4 +5) 4(3, siQ .cn. Check Number This Section For Official Use Only �fv, /—/�l/9 Date Building Permit Number: Issued: 3 / Signature: ,A; r f • , / /// i/a 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 © DON'T KNOW O 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 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 ® 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. •t SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors 0 Accessory Bldg. ❑ Demolition ❑ Ne ,Signs [El] Decks [Q Siding [CI] Other[la] Brief Description of Proposed Work:_Installation of roof mounted photovoltaic solar systems# of modules 1,6 .45k0 Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa. 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 , 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 I, 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. Print Name 57Z-6/213Vi Signature of wner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: Douglas Caverly CS-062490 License Number 150 Padgette St Unit B, Chicopee, MA 01022 03/02/2022 Address Expiration Date Z767 413-259-8044 Signature Telephone 9.Reoistered Home Improvement Contractor. Not Applicable ❑ 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 X 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 _r_ Department of Industrial Accidents :_ i'' Office of Investigations =Isai= 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual):Vivint Solar Developer, LLC c/o 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): 1.2 I am a employer with 253 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition 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 11.0 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' 13.2 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.#: WA764D445522020 Expiration Date: 10/1/2021 Job Site Address: l ClatitJt• /?VQ... City/State/Zip:1Meek niA 0105 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 in/i,rmation provided above is true and correct. 11/5/2020 Signature: Date: 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#: ®� Commonwealth of Massachusetts Division of Professional Licensure • Board of Building Regulations and Standards C o nstructiontUpervisor CS-062490 Expires:03/02/2022 DOUGLAS P CAVERLY 178 MILLER STREET LUDLOW MA 01056 Commissioner AI..��1/� O Ae t(N+mn„onurxahA / /41•1•1•/,,,..•;r. Office of Consumer Affairs S Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Supplement Card Realstration Exolratlon 170848 01/04;2022 VIVINT SOLAR DEVELOPER LLC DOUGLAS CAVERLY 1800 W.ASHTON BLVD. G✓�'�a l��""k LEHI.UT 84043 Undersecretary �....4 SUNRINC-02 JWANG3 ,.c CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) _-- �� 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). PRODUCER CONTACT Atsuko Scott NAME: Alliant Insurance Services,Inc. PHONE I FAX 575 Market St,Ste 3600 (NC,No,Eat): (A/C,No): 'San Francisco,CA 94105 EADDRE -MAIL s:Atsuko.Scott@crystalco.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: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 INSURERE: 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 SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD MD IMMIDDIYYYY1 IMMIDDIYYYYI 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 PREMISES(Eaoccurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X PE& LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:Retention:$100,000 Per Project Agg $ 10,000,000 B AUTOMOBILE LIABILITY (Ea idenBINED SINGLE LIMIT t) $ 2,000,000 X ANY AUTO AS2641445522010 11/1/2020 10/1/2021 BODILY INJURY(Per person) $ OAURTEO�S ONLY _ SCHEDULED BODILY INJURY(Per accident) $ ALTOS ONLY _ AUTO O Y (Per PROPERTY DAMAGE $ Liability Ded.: $ 100,000 C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS UAB CLAIMS-MADE 001072260 11/1/2020 10/1/2021 AGGREGATE $ 4,000,000 DED RETENTION$ $ D ANDREMPLOYERS'LISATION ABIUT X I STATUTE PER I I ERH I WA764D445522020 11/1/2020 10/1/2021 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OillandER/M in NH)EXCLUDED? N/A 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 I ` I I - 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 A SUl1Uf1 COMPANY May 25, 2021 Re: Structural Engineering Services Rivera Structure 47 Longview St Fl 1, Springfield, MA S-6416837; CAD Version: CAD-1885507; 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 - 2x6 at 24" on center with interior wall supports 4.5' and 9' from the exterior wall. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section 2: Rough sawn lumber - 2x6 at 24" on center with interior wall supports 4.5' from the exterior wall. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 9.49 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 12.49 PSF=Total Dead Load 20 PSF = Roof Live Load 35 PSF = Ground Snow Load (based on local requirements) Wind speed of 120 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.) C. 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.ecofastensola r.com). vivint•Solar Page 1 of A SUl1Uf1 COMPANY 2. The solar panels are 1'/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 code requirements 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 D. Summary Based on the above evaluation, with 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, �ZH OF MqS �y J. Matthew Walsh, PE a J I�fATThEAV MA License No. 540574711(41 �� NO. 54057 k. O �FG/STEW" SS/ONAI 05/25/2021 vivint.Solar9 Page2of2 A SUlfUf1 COMPANY } el PV STRINGS: ROOF SECTIONS: SYSTEM LEGEND PV SYSTEM SIZE: VA PV STRING 1=13 MODULES ROOF PLANE 1 SLOPE=42° INI8.45 KW DC 17.6 KW AC PV STRING 2=13 MODULES ROOF PLANE 1 AZIMUTH=260° O EXISTING DETACHED UTILITY ROOF 1 MAT=COMPOSITION SHINGLE METER(51159611) POINT OF INTERCONNECTION IN ROOF PLANE 2 SLOPE=45° M EXISTING INTERIOR MSP TIED TO AC DISCONNECT IS ACCESSIBLE AND LOCKABLE ROOF PLANE 2 AZIMUTH=170° UTILITY METER 51159611. ROOF 2 MAT=COMPOSITION SHINGLE II MST METER.LOCATED WITHIN 10' ROOF PLANE 3 SLOPE=39° ®(N)PV SYSTEM AC DISCONNECT. I P O ROOF PLANE 3 AZIMUTH=170° ROOF 3 MAT=COMPOSITION SHINGLE Y []( S STRING INVERTER: ROOF PLANE 4 SLOPE=39° ROOF PLANE 4 AZIMUTH=170° p (N(26JASOLANJAM60S173205AR ROOF 4 MAT=COMPOSITION SHINGLE --'IMODULES WITH P370 OPTIMIZERS / MOUNTED ON THE BACK OF EACH ROOF PLANE 5 SLOPE=39° MODULE. Q BOX. ROOF PLANE 5 AZIMUTH=80° IdmI(MOUNTED WITH SOLADECK) Z w _ ROOF 5 MAT=COMPOSITION SHINGLE O (/) = 1 pr j/Pr � re o / C)/ v i'� ® `\\ ) \\\N\ . D , vivin#.Solar f \ n COMPANY 18000 AASHTONA UBLVD.LEHI,UT 84043 1.877.404.4129 MA LIC:170848115688A SYLVESTER RESIDENCE 41 CHESTNUT AVE N LEEDS,MA 01053 UTILITY ACCOUNT:66610-43032 *. METER.51159611 4 SITE PLAN SO S-6628359 ROC.N BY BY: PV 1.0 DRAWN DIN SCALE:118'=1.-0" DATE 0521/2021 W REVISION,0 MOUNTING NOTES ROCK4T COUPLING MID CLAMP ROCK-IT COUPLING © A MD CLAMP NV " no ■ JROCIWT3.0 COUPLING ROSL I ROCK-IT SLIDE MD CLAMP PEDESTAL METAL ROCKaT 5110..3B' 17' FLASHING ® COUPLING SHELF HEX FLANGE BOLT NI— 1il �� ROCI(-IT COUPLING SHELF ISOMETRIC VIEW I I COIF SHINGLES `` SS LAG SCREW TTC TOROUE.13A2 FT.LBS. 1♦4 � \\\ - SIDEWEW 5116111Q- TE PLATE HEX FLANGE BOLT SIDE HEW 3W SERIES 5S ® 0 1 ROCK-IT 3.0 MOUNT DETAIL S ILSCO SGB-4 GROUNDING LUGS S 1.0 NOT TO SCALE S 1.0 NOT TO SCALE U1.LIMB FOR ECOFASTEN:LID 2 ROCK-IT 3.0 COUPLING ASSEMBLY WEIGHT 23• S 1.0 NOT TO SCALE TOP VIEW MAX MOUNT SPACING LANDSCAPE MOUNT SPACING=72' CLAMP.ATTACHMENT,TYP LANDSCAPE CANTILEVER=24' CLAMP.ATTACHMENT,TOP PORTRAIT MOUNT SPACING=48' COUPLING.TOP ITTE COUP LNG,TYP PORTRAIT CANTILEVER=16' LEVER SEE MOUNTING NOTES ( IPL04O CLAMP SPACING MOUNT SPACING.SEE MOUNTING NOTES COUPLING CLAMP FRAMING,TOP MODULE,TOP ROCK-IT SLIDE MODULE METAL MODULE,TYP FLASHING EPDM BONDED WASHER —FRAMING.TYP FRAMING.TOP FORMS WATERTIGHT SEAL 4----. I L•LMIDSGAPE CLAMP SPACING 4 PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRARAANDSCAPE I I CLAMPPORTRCT S 1,0 NOT TO SCALE 3t0 NOT TO SCALE ING COMP SHINGLES 2-1 YN 7 MN AND S-ma BETWEEN TOP OF ROOF AND BOTTOM OF MODULE OIE Ha!STEEL STRAP CONDUIT MN y18'WN SS LAG SCREW PA MODULE,TYP.MOUNTAI ±....1" TORGUE.1332 FT.LBS. TO FRAMNG OF COSTINGV IV�I'tt•Sola� ROOF TYPE,PARuicL MP WITH PLANE OF ROOF - - CONDUIT MOUNT BRACIIET _ 6.MAXIMUM UPA sunrun COMPANY 1800 ASHTON BLVD.LEVI.UT,84043 SECTION VEW /•,_ FLASHING OR TILE STRAP �� 17? MA LC,170848 11568BA 11 T1 UW A50 SYLVESTER RESIDENCE SECTION VIEW ----— --------------------- -----' 41 CHESTNUT AVE ^1 3 LEEDS,MA01053 S 1.0 NOT TO SCALE 6 PV ARRAY TYP.ELEVATION 7 CONDUIT MOUNTING DETAIL UTILITY ACCOUNT:68610-43032 W S 1.0 NOT TO SCALE s is, NOT TO SCALE METER.51159611 MOUNT DETAILS ROC MA-049 S 1.O yjy ROC:MA-04 `�' DRAWN BY DIN SCALE:NOT TO SCALE DATE 05.21/2021 W REVISION.0 Ilk T e ROOF INFORMATION FRAMING INFORMATION ATTACHMENT INFORMATION mumaim1ntcjiammi ROOF MAX LANDSCAPE MAX LANDSCAPE MAX PORTRAIT MAX PORTRAIT RAFTER TYPE TYPE SPACING MOUNT DETAIL CONFIG. MOUNTING FEET SECTION SPACING CANTILEVER SPACING CANTILEVER RS 1 COMPOSITION SHINGLE RAFTERS 16" ECOFASTEN ROCK-IT 64'OC 21' 48'OC 16' STAGGERED RS 2 COMPOSITION SHINGLE TRUSS 24' ECOFASTEN ROCK-IT 72'CC 24' 48'CC 16" STAGGERED RS 3 , COMPOSITION SHINGLE TRUSS 24" ECOFASTEN ROCK-IT 72"OC 24' 48'CC 16" STAGGERED RS 4 COMPOSITION SHINGLE RAFTERS 16" ECOFASTEN ROCK-IT 84"OC 21' 4r OC 16" STAGGERED RS 5 COMPOSITION SHINGLE RAFTERS 16" ECOFASTEN ROCK-IT 64"OC 21' 48"OC 16' STAGGERED z r 5-� 5-� 7/4 'll fL O •--•-r 6 —de- 6. —/-_ 6 —ore- 4 -/- 2" 5 4" • • Iv 5 3' • O• MEI� I A--/ IIIII //�� t4' �I 3' ' 1'- (\ d' • 4" vivint.Solar A sunrun COMPANY 1800 ASHTON BLVD,LEHI,UT,84043 4 II I 1, 5O IC 17004 1 29 MA LI 77 11 1544 15688A 1 1 I I SYLVESTER RESIDENCE 41 CHESTNUTTY 3 LEEDS,MAA 01053 01053 UTILITY ACCOUNT:6661043032 W. METER.51158611 MOUNTING DIAGRAM ROC S 1.01 q DRAWN BY:DIN SCALE:1/8"=1'-0" DATE 052172021 REVISION:0 2 Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 8450 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size N AC System Size(Watts) 7600 1 DC-to-DC Converter Output(PV Wire) 10AWG 2(V+,V-)B/R Free Air N/A Imit m Total Module Count 26 1 EGC(Bare) 6AWG 1 BARE Free Air N/A w o G 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" v < < 'i 2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" ct g 3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" « t a 05 u 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" d E u 4 Inverter Output(THWN-2) B AWG 3(L1,L2,N)B/R/W EMT 3/4" �n O t A- 4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4' Z Y 0 °L y d z O c. (n • o i V �ilggr C • .a - 0 • Yl � Q 2.10 m • tS o, 0 v 0 0 Sol arEdge 5E2600H-US PV System SMART Meter 00 'Conforms to ANSI O .-� C12.1-2008 VI ¢ Z f et External Rapid Shutdown > ■p Disconnect;Square D > Point of Interconnection,Load Z Y. DU222RB 240V/60A Side 705.12(B)(3)(2) J w ire .-. Unfused,NEMA3R,with J 75"C terminations LI L2N rIl < 1 r ti ? ? Az2 STRING 2:13 PV 0 NM 13 I 1311 Existing 240V/200A MODULES Service Panel,Single SHEET W/OPTIMIZERS . ." •• f7 Phase,with 200A Main NAME: • ■ I1. LINE -- Disconnect seillrt dil 200A • c STRING 1:13 PV l0 l© 13 El -• A MODULES _ NEMA 3R Junction Box 4 LO ILA MI C w/opnMrzERs . . "" � �� �, 40A SHEET r■ L44I�)) (4r) r L l✓ r L NUMBER: l■ , __ e 26 PV MODULES PER INVERTER=8450 WATTS o , "g Minimum DEC size STC Visible/Lockable'Knife'AC Disconnect AWG copper W tii Inverter/OptimizerSpecs PV Module Rating @ STC Conductor Calculations N Optimizer SolarEdge P370 Module Make/Model JA Solar JAM60517-325/MR ,n 83 m Wire ampacity calculated from 310.16&17 as appropriate with ambient temperature o o ^+ DC Input Power 370 Watts — Max.Power-Point Current(Imp) 9.57 Amps y '+ calculations from Table 310.15(B)(1)&310.15(B)(2)and raceway fill adjustments from 310.15(C) 5 t DC Max.Input Voltage 60 Volts _ Max.Power-Point Voltage(Vmp) 33.97 Volts .0 < vt (1).Conduit on the roof shall be installed no less than 1"above the roof deck. f ,o DC Max.Input Current 13.75 Amps _ Open-Circuit Voltage(Voc) 40.87 Vohs m Y �o DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 10.23 Amps PV Circuit conductor columnampaty is constrained using the 75'C column with the continuous duty c2 c uprating or the 90'C with the relevant ambient temperature and raceway fill adjustments a/ t o Max.string rating inverter dependent.See SE documents. Max.Series Fuse(OCPD) 20 Amps without the continuous duty uprating per 690.8(B),whichever results with a larger wire size. i 6 ,, Inverter Make/Model SolarEdge SE7600H-US Nom.Max.Power at STC(Pmax) 325 Watts Non-PV Circuit conductors use the ampa city in the 75'C column or the 90'C column with the ,n Y CEC Efficiency 99 % Max.System Voltage 1000V/1500V DC(UL) relevant ambient temperature and raceway fill adjustments,whichever is less(110.14(C)& Z Y AC Operating Voltage 240 Volts Voc Temperature Coefficient -0.272 I %/C 310.14(A)(2)).The rating of the conductor after adjustments shall be greater than,or equal to, 5 Cont.Max Output Current 32 Amps the continuous duty uprated current. DC Max Input Current 20 Amps ASHRAE 2017-WESTFIELD-BARNES AP 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 Calc.Ex:Wire Ampacity x Ambient Temp.Corr.Factor x Conduit Fill Adj.Factor>=Output Current Lowest Min.Mean Extreme D.B.:-25.4'C (Tag 1 Under Array): Max Output Fault Current 40 A/20 ms DC-to-DC Converter Output:10 AWG rated 30 A, 30 A>=18.75 A L (Tag 2 Attic): 0 z Power Source(s)Output Calc:705.12(6)(3)(2) DC-to-DC Converter Output:12 AWG rated 30 A, 30 A x 0.76 x 0.8=18.24 A>=15 A a (Tag 3 On Roof): 0 DC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A Main Bus Rating:200 Amps } Main Service Breaker Rating:200 Amps (Tag 4 Exterior): C ? Inverter Output:8 AWG rated 50 A, 50 A>=40 A PV Uprated Output Current:40 Amps • 5 ;.-4200A+40A<=200 x 1.2;240<=240A,OK C e I Q v e e V or N a Other Notes g •Designed according to and all code citations are relevant to the 2020 National Electrical Code. cc n •All interior raceways carrying DC current shall be metallic. 5 m N o: Voltage and OCPD Calculations(690.7,690.9) a Z a ac -' PV Source Max Circuit Voltage:Module Voc x(1-(AT a Voc Coeff))(art.690.7(A)] —°� cn JAM60S17-325/MR:40.87 V x(1-((25 C--25.4 C)x-0.272%))=46.47 V<=60 V r r 6 m iz ^� � �o Inverter Output Circuit(s):Listed Output Current a 1.25(art.690.9(B)] SHEET Inverter 1:SE7600H-US Max Output=32 A x 1.25=40 A<=40 A(OCPD) NAME: System output current w/continuous duty=40 A<=40 A(System OCPD) El e 0 00 z a SHEET NUMBER. MI W DocuSign Envelope ID:61D14F25-FC95-47F4-A36B-5D5A773A64D2 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 13) (7) In) 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 8.4so kW DC Solar System With 26 Solar Panels Which will produce an est.6742.680 kWh in its first year And offset approx. 71 % of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Ashton Sponaugle cody.bird@sunrun.com DocuSign Envelope ID:61D14F25-FC95-47F4-A366-5D5A773A64D2 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, LLC Signature: erwrwegovsst1 Bi,�wo Print Name: EMMANUEL BRAVO Date: 5-14-2021 Title: 9501766 - PROCESSING AGENT Federal Employer Identification Number: 80-0756438 IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO VIVINT SOLAR DEVELOPER, LLC. 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 PrimLit pp""Agt Holder Secondary Account Holder (Optional) S. tvutu, a6E4748A Signature May 14,2021 I 11:00 AM PDT Date Print Name Email Address`:raysylvester@gmail.com Mailing Address: 41 Chestnut Ave Leeds MA 01053 Phone: 3479010984 *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}eidtivimin.clar Code of Conduct, and that I obtained the homeowner's signature on this agreement. -7 i �1DE5482_. Ashton Sponaugle Print Name 341123 Vivint Solar ID number Vivint Solar Developer, LLC 11800 W Ashton Blvd., Lehi, UT 84043 1877.404.4129 Contract Version: 2020Q4VS Generation Date: 10/5/2020 21