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44-095 (4) 440 ROCKY HILL RD BP-2021-1546 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:44-095 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-2021-1546 Project# JS-2021-002568 Est.Cost:$32890.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: VIVINT SOLAR DEVELOPER LLC 062490 Lot Size(sq. ft.): 33846.12 Owner: SINGH AMRIK Zoning: Applicant: VIVINT SOLAR DEVELOPER LLC AT: 440 ROCKY HILL RD Applicant Address: Phone: Insurance: 150 PADGETTE ST UNIT A - Attn Savina Cervone (413) 259-8044 () WC CH ICOPEEMA01022 ISSUED ON:6/29/2021 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL 46 MODULE 14.95 KW ROOF MOUNT SOLAR SYSTEM WITH SMART HOME 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 `f Certificate of Occupancy Signature.( .>2 (Pin- FeeType: Date Paid: Amount: Building 6/29/20210:00:00 $75.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner A /�' Department use only City of Northampton 5-. Status of Permit: Building Department l•,<\ Curb Cut/Driveway Permit 212 Main Street "-% \:\ / wer/Septic Availability Room 100 \ C', ter/Well Availability Northampton, MA 01 coo Sets of Structural Plans phone 413-587-1240 Fax 41,, 1272�c> Plot/Site Plans 1.",,',c they Specify o APPLICATION TO CONSTRUCT,ALTER, REPAIR, R V% OR DEMOLISH A ONE OR TWO FAMILY DWELLING \, / SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: \\ (AO N0‘ ZQ Map Lot Unit w' "LA /� r`fj- A,IQ CI(6'Z Zone Overlay District__ Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner �tft f�c of Record: ,4 Jiy►gl`,, Li t(O ,,cii(t tlItI ki AM QId(Z Name(Print) 11 Current Mailing Addr@ss: Sze- a 'od to Si`�' 4 osAt�1- ell 61S-69S8 S Telephone Signature 2.2 Authorized Agent: 44 ,iA e f0 150 Padgette St, Chicopee, MA 01022 Name(Print Current Mailing Address: 14-7 Me-- 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 46+ S—7 8.0-, (a) Building Permit Fee 2. Electrical Z� (b) Estimated Total Cost of t 3 I 2•0o Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 +2 +3 +4 + 5) ti 32 r 39b,cx> Check Number // f This Section For Official Use Only 150%4 -V910 Date Building Permit Number: Issued: Signature: //./ (�- 2/ /OZ I Building Commissioner/Inspector of Buildings Date A 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 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 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. I SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House n Addition ❑ Replacement Windows Alteration(s) Roofing n Or Doors El Accessory Bldg. ❑ Demolition ❑ New Signs [4],� l �j Decks, [ Siding[DI Other J,�] jj[[ Brief Description of Proposedpe Work: Installation of roof mounted photovoltaic solar systems# of modules i4.9 SkL) 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 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 reamen) r /'Z�r OdS/Zot,) Signature o wner/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 �bugC�s 413-259-8044 Signature / Telephone 9.Registered 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 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 P._ ►_.t Office of Investigations _ 1�= 1 Congress Street, Suite 100 Boston, MA 02114-2017 "za4.0E' s www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auolicant 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. 0 1 am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑ 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.t required.] 5. ❑ We arc a corporation and its 10.0 Electrical repairs or additions 3 0 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 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.2 Other Solar Installation comp. insurance required.] 'My applicant that checks box#l 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. . 1 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. /L+ic. #: WA764D445522020 Expiration Date: 10/1/2021 Job Site Address: LI a f Qoe h. T71 ? R4 City/State/Zip:AK s sp Mt 14,14 0/�Z....Attach a copy of the workers'comI*nsation 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: Date 11/5/2020 Ph on 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): 1.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 onstruCtion'Stupervtsor CS-062490 Expires:03/02/2022 DOUGLAS P CAVERLY 178 MILLER STREET LUDLOW MA Q1056 IR�`� w1 r; Commissioner .,�� r � +I _ (JJ/. I(;kl7P/ iO)LUlf7& (fY '/If/11fIf �J Office of Consumer Attain&Bualnetts Regulation HONE IMPROVEMENT CONTRACTOR TYPE:Suoolement Card Realstratloo lak81l811 170848 01/04/2022 VIVINT SOLAR DEVELOPER LLC. DOUGLAS CAVERLY , . 1800W. 1800 W.ASHTON BLVD. LEHI,UT 84043 Undersecretary -----.10 SUNRINC-02 JWANG3 AC C_7R0 CERTIFICATE OF LIABILITY INSURANCE DATE( �� 11/2/2020YYYY) 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 (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 ADDRESS:Atsuko.Scott@crystalco.com INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Navigators Specialty Insurance Company 36056 INSURED INSURER e:Liberty Mutual Fire Insurance Company 23035 Vivint Solar Developer,LLC c/o Sunrun,Inc. INSURER C James River Casualty Company 13685 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 SUBR POLICY NUMBER POLICY EFF POUCY EXP LIMITS LTR INSD MD POLICY jjAMIDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR LA2OCGL230321IC 11/1/2020 10/1/2021 DAMAGETORENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY S 2'000'000 GEN'L AGGREGATE LIMITR APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:Retention:$100,000 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 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOSRE� ONLY _ AUTOS BODILYBODILY INJURY(Per accident) $ _ AUTOS ONLY _ AUTO ONLY PROPERTY acdentDAMAGE $ 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 S $ D WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X STATUTE OTH- ER WA764D445522020 11/1/2020 10/1/2021 1,000,000 OFFICEMEE ECLU ?PROPRIETOR/PARTNER/EXECUTIVE / N/A E.L.EACH ACCIDENT $ (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 I LOCATIONS I 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 1 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 sunrun COMPANY June 09, 2021 Revised June 25, 2021 Re: Structural Engineering Services Singh Structure 440 Rocky Hill Rd Pole 44, Northampton, MA S-6651982; CAD Version: CAD-1944664; 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: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Sections (2 and 3): Dimensional lumber - 2x6 at 16" on center with strut supports 3.5' from the ridge. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 10.13 PSF = Dead Load (roofing/framing) 3.00 PSF = Dead Load (solar panels/mounting hardware) 13.13 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.) 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.ecofastensolar.com). vivint.Solar Page 1of2 A SUlrUf1 COMPANY 2. The solar panels are 1Y2' 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. `v{OFmu._ Regards, "7"- s4gi J. Matthew Walsh, PE ' r 4ATTbi MA License No. 54057 , , ►�. �u v`i'u 1 a No 54057 s/oNAL elt 06/25/2021 vivint.Solars Page2of2 A SUl1Uf1 COMPANY a I SYSTEM L€GD PV STRINGS: ROOF SECTIONS: PV SYSTEM SIZE: ��j PV STRING 1=10 MODULES ROOF PLANE 1 SLOPE=23° (N)14.95 KW DC 19B K1N AC PV STRING 2=14 MODULES ROOF PLANE 1 AZIMUTH=161° rp ROOF 1 MAT=COMPOSITION SHINGLE YlM PV STRING 3=9 MODULES ROOF PLANE 3 SLOPE=23° IMI PV STRING 4=9 MODULES ROOF PLANE 3 AZIMUTH=161° 1 POINT OF INTERCONNECTION IN NEW ROOF 3 MAT=COMPOSITION SHINGLE I M I EXTERIOR MSP TIED TO UTILITY METER 15855213. ROOF PLANE 4 SLOPE=23° 61(N)SMART METER.LOCATED WITHIN IV ROOF PLANE 4 AZIMUTH=341° P of MBP. ROOF 4 MAT=COMPOSITION SHINGLE <(N)PV SYSTEM AC DECONNECT. (N)DEDICATED PV SYSTEM COMBINER C PANEL. Q(N)2 PV STRING INVERTERS. I SE6000H-USS 8 SE3800H-USS p (N)46SOS172UMR E370OPMODULES LA P370 OPTIMIZERS AC DISCONNECT MOUNED ON THE BACK OF EACH MOUN IS ACCESSIBLE O (N)JUNCTION BOX. AND LOCKABLE F1� �\ \ `\ \ _ S(MOUNTEDEWINTERIOR WITH SOLADECK) L AC I I NEW SUBPANEL EXISTING ATTACHED UTILITY - 0 r...:....:.v,".-:.:::,.7(74\ METER(15855213) N O vivint.Solar A sunrun COMPANY 1800 ASHTON BLVD.LEHI,UT,64043 O 1.877.404.4129 MA LIC:170848 115688A SINGH RESIDENCE 440 ROCKY HILL RD POLE 44 `1 NORTHAMPTON,MA 01062 `) UTILITY ACCOUNT:6392780008 a METER.15655213 y A SITE PLAN SAD PV 1.03 DA N BY DIN h SCALE:1/8'=1'-0° DATE 06/07/2021 REVISION.0 .emu MOUNTING NOTES ROCK-IT COUPLING MID CLAMP ROCK-IT COUPLING © A MID CLAMP Tirr " -- ■ III ROCK-IT 3.0 COUPLING '- 10 ROCK-IT ' ROCKaT SLIDE MID CLAMP rem/ ��` PEDESTAL METAL ROLK-R SF31B'16' • FLASHING ® CQUPLMG SHELF HEX FLANGE BOLT MI 300 SERIES 55 �� ROCK-IT COUPLING SHELF ISOMETRIC VIEW \\/j Ate/ A COMP SHINGLES I BA/ `t f SS LAG SCREW (�t TORDUE.11.1 FT-LBS. OA SIDE VIEW , SIBYl Mr TE PLATE HEK FLANGE BOLT SIDE VEW 300 SERIES 55 1 ROCK-IT 3.0 MOUNT DETAIL 8 ILSCO SGB-4 GROUNDING LUGS S1.0 NOT TO SCALE S 1.0 NOT TO SCALE Ul.LBTNG FOR ECOFASTEN:2743 2 ROCK-IT 3.0 COUPLING ASSEMBLY WEIGHT.21° S 1.0 NOT TO SCALE TOP VEW MAX MOUNT SPACING LANDSCAPE MOUNT SPACING=77 CLAMP•ATTACHMENT.TIP CLAMP•ATTACHMENT,TYP LANDSCAPE CANTILEVER=24" COUPLING,TYP PE/DARTEDCOUPLING,TIP PORTRAIT MOUNT SPACING=48' CANTILEVER SEE MOUNTING NOTES I I CLAMP SPACING PORTRAIT CANTILEVER=16" MOUNT SPACING.SEE MOUNTING NOTES COUPLING CLAMP FRAMING.TIP MODULE,TIP — • ROCK-IT SLIDE ' MODULE METAL • F.. MODULE,TYP PUSHINGING I. FM BOATER WASHER ^FRAMING, FRA MING,TYP FORMS WATERTIGHT SEAL , ,� I L'LANDSCAPE CLAMP SPACING • 4 PV SYSTEM MOUNTING DETAIL 5 MODULES IN PORTRAITAANDSCAPE I I L=PORTRAIT S 1.0 NOT TO SCALE s 1.0 NOT TO SCALE CLAMP SPACING • COMP SHINGLES 2-1 MN T MIN AND 6'au BETWEEN TOP OF ROOF AND BOTTOM OF MODULE • MN sir!NAM— - la ONE HOLE STEEL STRAP CONDUIT SS LAG SCREW PV MODULE,IOU.MOUNT TORQUE=13T2 FT-LBS. TO FRAMING OF EXISTING ROOF TYPE,PARALLEL IV WITH PLANE OF ROOF CONDUIT MOUNT BRACKET /� B'MAXIMUM vivint.Sola SECTION VEW '/•' 11rr ASHTON f U D C U M PA N FLASHING OR TLE STRAP 1800 ASHT BLVD.LEHI,UT,84043 1.877.404.4129 ----- -------- ----- MA LIC:170818 1 1568BA 3 SINGH RESIDENCE SECTION VIEW 440 ROCKY HILL RD POLE 44 v S 1.0 NOT TO SCALE 6 PV ARRAY TYP.ELEVATION CONDUIT MOUNTING DETAIL UTILITY ACCOUNT:63927-60008 Q. S 1.0 NOT TO SCALE , NOT TO SCALE METER 15855213 MOUNT DETAILS SO S-6651982 ROC.MA-04 S 1 .0 2 DRAWN BY.DIN j, SCALE:NOT TO SCALE DATE 06/07/2021 REVISION.0 I 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 • RS 1 COMPOSITION SHINGLE I TRUSS 24" ECOFASTEN ROCK-IT 77 OC 24" 48"OC it STAGGERED RS 2 COMPOSITION SHINGLE RAFTER 16" ECOFASTEN ROCK-IT 64'OC 21" 46"OC 16" STAGGERED RS 3 COMPOSITION SHINGLE RAFTER 16" ECOFASTEN ROCK-IT 64'OC 21" 48"OC 16' STAGGERED 7" —7/7- +---- r O — i • --- ----— 8" 10" O 6' 10" • • • • • • • • ,..-- _ _ _ - • • • • • • 8' _ • • • .e a -• 54' 5" • �L vivint.Solar" 4 sunrun COM PA NV 1800 ASHTON BLVD.LEHI,UT,64043 1.877.404.4129 MA LIC:170848 115696A SINGH RESIDENCE _ 440 ROCKY HILL RD POLE 44 NORTHAMPTON,MA 01062 1 UTILITY ACCOUNT.63927.60006 METER.15855213 y MOUNTING DIAGRAM S"S-6651982 ROC.MA-04 S 1.01 Z DRAWN BY:DIN h SCALE:1/8"=1'-0" DATE:0610712021 u REVISION:0 Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 14950 Tag Description Wire Gauge N of Conductors/Color Conduit Type Conduit Size oo AC System Size(Watts) 9800 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A 4 2, 8 0 Total Module Count 46 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A Li a Q 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" v 0 < r~mn 2 EGC(THWN-2) 12AWG 1(GRN) FMC 1/2" — =1 c', 3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" ce y n C 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" c u E. u 4 Inverter Output(THWN-2) 8 AWG 3(L1,L2,N)B/R/W EMT 3/4" wt cc C a „a- 4 EGC(THWN-2) 30 AWG 1(GRN) EMT 3/4" i Z 5 Inverter Output(THWN-2) 12 AWG 341,12,N)B/R/W EMT 1/2" 5 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" 6 Inverter Output(THWN-2) 6 AWG 3(11,L2,N)B/R/W EMT 3/4" 6 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" L , _0 -' r `0 : v J 4 C 7�_ StorEdge SE3800H-USS ■> C '' STRING 4:9 PV t 2 9 'Conforms to ANSI ■� N p MODULES C12.1-2008 ,p W/OPTIMIZERS tre d 0 7/,..xi V Point of Interconnection,bad side STRING 3:9 PV 0 © 9 ®ff ,/ 705.12(8)(1)(6)&(8)(2) MODULES cn W/OPTIMIZERS . ."" I [?` O .61 r �Z --. �/ Panel New ZSingle Phase,rwith ¢vice tai 18 PV MODULES PER INVERTER=5850 WATTS �\ STC 5 100A Main Disconnect 5 '+ 100A Main Disconnect is Rapid 2 ii Shutdown Disconnect H m Combi ner Panel 125W240V,SquareD StorEdge SE6000H-USS • f 'Conforms to ANSI MOM46L325GRB > _ C12.1-2008 riC W .+ 2OA7 ¢ ¢ � • I N N , rD New Z Z u) 0 STRING 2:14 PV i © 14 35ASare 0 DU222RB.""" "•r NEMA3R,with 75'C PV System SMART Meter NEMA3R,with 75'C — TRANSITION NAME: " [ermi natlons terminations 100A '"-.. s!z_ . - GENERATOR di PI I _.... LINE MECHANICALINTERLOCK C ID STRING 1.14 PV 1 2 --14----- --.._._ © /1 = N MODULES NEMA 3R Junction Box S V = LO ■ 6OA/ tq CIW/OPTIMIZERS " • O CO � Q SHEET —Ts^y NUMBER: 28 PV MODULES PER INVERTER=9100 WATTS `—_ - o - STC Vsi ble/Lockable'Knife'AC Visi ble/Lockable'Knife'ACi mum GEC size 6 awl Disconnect Disconnect,In sight of Tap AWG copper LLI 1 J Inverter/Optimizer Specs PV Module Rating @ STC Conductor Calculations 1Optimizer SolarEdge P370 Module Make/Model JA Solar JAM60517-325/MR "' Wire ampacity calculated from 310.16&17 as appropriate with ambient temperature "' DC Input Power 370 Watts Max.Power-Point Current(Imp) 9.57 Amps u p •. DC Max.Input Voltage 60 Volts Max.Power-Point Voltage(Vmp) 33.97 Volts calculations from Table 310.15(B)(1)&310.15(8)(2)and raceway fill adjustments from 310.15(C) u O a m (1).Conduit on the roof shall be installed no less than 1"above the roof deck. DC Max.Input Current 13.75 Amps Open-Circuit Voltage(Voc) 40.87 Volts G '4?PV Circuit conductor ampacity is constrained using the 75'C column with the continuous duty d �_ c DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 10.23 Amps uprating or the 90'C column with the relevant ambient temperature and raceway fill adjustments rC = n c 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. fie c E Inverter Make/Model StorEdgeSE6000H-USS Nom.Max.Power at STC(Pmax) 325 Watts Non-PV Circuit conductors use the ampacity in the 75'C column or the 90'C column with the in 0 r 4. CEC Efficiency 99 % Max.System Voltage 1000V/1500V DC(UL) relevant ambient temperature and raceway fill adjustments,whichever is less(110.14(C)& o z = 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, Cont.Max Output Current 25 Amps the continuous duty uprated current. More information about conductor calculations can be provided upon request. DC Max Input Current 16.5 Amps ASHRAE 2017-WESTFIELD-BARNES AP Input Short Circuit Current 45 Amps Highest Monthly 2%D.B.Design Temp.:33'G Ca lc.Ex:Wire Ampacity x Ambient Temp.Con.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 27.5 A/20 ms DC-to-DC Converter Output:10 AWG rated 30 A, 30 A>=18.75 A s_ } Inverter 2 Make/Model StorEdge 5E3800H-USS (Tag 2 Attic): Q Z CEC Efficiency 99 % DC-to-DC Converter Output:12 AWG rated 30 A, 30 A x 0.76 x 0.8=18.24 A>=15 A O a AC Operating Voltage 240 Volts (Tag 3 On Roof): 2 Cont.Max Output Current 16 Amps - DC-to-DC Converter Output:12 AWG rated 20 A, 20 A>=18.75 A O DC Max Input Current 10.5 Amps (Tag 4 Exterior): ^ V Input Short Circuit Current 45 Amps Inverter Output:8 AWG rated 50 A, 50 A>=31.25 A •= ., Max.Output Fault Current 17.5 A/20 ms (Tag 5 Exterior): / C t Inverter Output:12 AWG rated 20 A, 20A>=20 A • x u., o (Tag 6 Exterior): ` ' ' Inverter Output:6 AWG rated 65 A, 65 A>=51.25 A „ (Tag 6 Exterior): Inverter Output:6 AWG rated 65 A, 65 A>=60 A u` m Other Notes o 0 0 •Designed according to and all code citations are relevant to the 2020 National Electrical Code. v •All interior raceways carrying DC current shall be metallic. 3 ,_. o .. v, u, Voltage and OCPD Calculations(690.7,690.9) '> Z R arr •-• PV Source Max Circuit Voltage:Module Voc x(1-(AT x Voc Coef())[art.690.7(A)) _, m JAM60517-325/MR:40.87 V x(1-((25 C--25.4 C)x-0.272%))=46.47 V<=60 V gi F .- -. z z ^ .2 Inverter Output Circuit(s):Listed Output Current x 1.25(art.690.9(B)) SHEET Inverter 1:SE6000H-USS Max Output=25 A x 1.25=31.25 A<=35 A(OCPD) Inverter 2:SE3800H-USS Max Output=16 A x 1.25=20 A<=20 A(OCPD) NAME: System output current w/continuous duty=51.25 A<=60 A(System OCPD) Ili w o m 2 a SHEET NUMBER: fV LLLi DocuSign Envelope ID:4A5CF48A-FEA1-4792-B4D1-EA0197148272 Vivint Solar BrightSaveTM Agreement Take Control of Your Electric Bill $0 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 14.950 kW DC Solar System With 46 Solar Panels Which will produce an est. 16031.084 kWh in its first year And offset approx. 103 % of your current, estimated electricity usage YOUR SALES REPRESENTATIVE: Cody Bird cody.bird@sunrun.com DocuSign Envelope ID:4A5CF48A-FEA1-4792-B4D1-EA0197148272 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: 4. c4ff1- q46a.3 Print Name: Rain Ltanagbas Date: 5/22/2021 Title: 9502999 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 Primci44leiLSikifi, Agj Holder Secondary Account Holder(Optional) d€a5o2o495... Signature May 22,2021 I 8:47 AM MDT Date Print Name Email Address*:indiapalace1959@gmail.corn Mailing Address: 440 ROCKY HILL RD POLE 44 NORTHAMPTON MA 01062 Phone: 4136956958 `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 tiye—V4viieltn,ScOr Code of Conduct, and that I obtained the homeowner's signature on this agreement. WI biro, SkiejTW 735549B... Cody Bird Print Name 210408 Vivint Solar ID number Vivint Solar Developer, LLC 11800 W Ashton Blvd., Lehi, UT 84043 ( 877.404.4129 Contract Version: 202004VS Generation Date: 10/5/2020 21