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17A-278 (15) BP-2022-0688 55 OAK ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 17A-278-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0688 PERMISSION IS HEREBY GRANTED TO: Project# 2022 SOLAR Contractor: License: Est. Cost: 15249 SUNRUN INC CS-1 16361 Const.Class: Exp.Date:04/14/2025 Use Group: Owner: DILLARD SHANNON COKER &JOHN W DILLARD Lot Size (sq.ft.) Zoning: URB Applicant: SUNRUN INC Applicant Address Phone:, Insurance: 150 PADGETTE ST UNIT A (978)793-8584 WC614287600 CHICOPEE, MA 01022 ISSUED ON:06/10/2022 TO PERFORM THE FOLLOWING WORK: INSTALL 23 PANEL 7.82 KW ROOF MOUNT SOLAR SYSTEM (STRUCTURAL MODIFICATIONS) WITH 9.8 KW BATTERY 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: " h9'ran,1/4, . d' ' Fees Paid: $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner / QLv JU The Commonwealth of Massachusetts Z `9 0 qo Board of Building Regulations and Standard�''pr of �2 F R Massachusetts State Building Code, 780 CMR NORT qS oiNc��� MUM IPASE Lt TY Buildin P rmit Application To Construct, Repair, Renovate Or Demo N' A F#somisgd Mar 2011 Oj'-i•hao� One-or Two-Family Dwelling ���""" This Section For Official Use Only Building Permit Number: 6P. ---' 6a.i Date Applied: eV„� lxc,mb�-..,<_, 1�! I62ozz Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1 P5ope aess t 1.2 Assorse Map& Parcel Numbs79 1.1a Is Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' =�'ohn R i1IQrd C)crham'pFOO, raA Name Print) City,State,ZIP t caP CSC f y 13-6-8-95g5 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition ❑ Accessory Bldg. ❑ Number of Units Other I1 Specify: Solar Installation ' f Description of Pro osed Work':Installation of roof to hoto Itaic solar s ste s& ner story e s stem#of odule SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ , 4;. 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $ iv 7 ,r 0 Standard City/Town Application Fee { ` 0 Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (I-IVAC) $ List: 5.Mechanical (Fire $ Total All es: $ Suppression) Check Non[0 Check Amouf'75Cash Amount: 6.Total Project Cost: $15ay9 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-116361 04/14/2025 Marc A Blanchard License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 150 Padgette St Unit A TypeDescription lion No.and Street U Unrestricted(Buildings up to 35,000 cu.ft.) Chicopee, MA 01022 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-259-8044 pioneervalleypermits@sunrun.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 180120 10/13/2022 Sunrun Installation Services Inc HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 225 Bush St Suite 1400 pioneervalleypermits@sunrun.com No.and Street Email address San Francisco, CA 94104 413-259-8044 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Sunrun Installation Services Inc to act on my behalf,in all matters relative to work authorized by this building permit application. SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information cont ' ed in this applicatio is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorize Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: • Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost"' . The Commonwealth of Massachusetts Department of Industrial Accidents '=1,7�1 .' Office of Investigations 1 Congress Street,Suite 100 ='1 Boston, MA 02114-2017 �tS�'� www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organ zation/lndividual):Sunrun Installation Services Inc Address: 225 Bush St, Suite 1400 City/State/'hip: San Francisco, CA 94104 _ Phone#: 415-946-7500 ______ _ Are you an employer? Check the appropriate box: contractor and I Type of project(required): 1.2 I am a employer with_ 253 4. ❑ I am a general employees (full and/or part-time).* have hired the sub-contractors 6 ❑New construction listed on the attached sheet. 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These subcontractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t required.] 5. ❑ We are a corporation and its 10.❑ 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.❑ 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 lIonieownei,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. Insurance Company Name: American Zurich Insurance Company Policy#or Self-ins. Lic.#: WC614287600 Expiration Date: 10/1/2022 Job Site Address:(_55, at/ISECity/State/Zip: 1ha 12 /l ' l 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 h.f pains and penalties of perjury that the information provided above is true and correct. Signature: (A----* ) — Date: 9/16/2021 Phone#: 415-946-7500 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 lif Division of Occupational Licensure Board of Building R u falcons and Standards Cons{1IR'foR regor C5•1 16361 63pires: 04/1412025 MARC A BL115NCHARD — oCKt, 3 HALL R© WEBSTER Mti. 011470 #f ;2 a r ,` %''1 14,4 i = Commissioner , f,�..ciIA ;.' Construction Supervisor Unrestricted • Buildings at any use cubic group hk enclosedco4 less than SS.OQC+ cubit �sp�ace. Failure to possess a current edition of the Massachusetts Code is cause for revocation of this license ,,tale Building Code license For inforsriaticwti about this Call (617) 727-3200 or visit W Wmass.S Contact info: Tel # 774-249-2109 Email: pioneervalleypermits@sunrun.com r/f l#»fLflif vw/t/ eriZie?W '! .14ele1- Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration - • - Type: Supplement Card Registration: 180120 SUNRUN INSTALLATION SERVICES INC. ,_ Expiration 10/13/2022 225 BUSH STREET ' SUITE 1400 SAN FRANCISCO,CA 94104 ���� Update Address and Return Card. SCA 1 0 200MryM-05/17 l �r Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Supplement Card before the expiration date. If found return to: Reciistration Expiration Office of Consumer Affairs and Business Regulation 180120 10/13/2022 1000 Washington Street -Suite 710 SUNRUN INSTALLATION SERVICES INC Boston,MA 02118 GRETA MASIELLO 225 BUSH STREET rn..t.• SUITE 1400 Not valid without signature SAN FRANCISCO,CA 94104 Undersecretary `- ___....--.,N SUNRINC-02 TWANG AC'ORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) ki....------ 9/10/2021 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 Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE I FAX 575 Market St Ste 3600 (A/C,No,Ext): (NC,No): San Francisco,CA 94105 E-MAIL Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC N INSURER A:Navigators Specialty Insurance Company 36056 INSURED INSURER B:Zurich American Insurance Company 16535 Sunrun Installation Services,Inc INSURER C:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 Ph#805-540-7643 INSURER D: San Luis Obispo,CA 93401 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 SUER POLICY NUMBER POUCY EFF POUCY EXP LIMITS LTR INSD WVD IMM/DD/YYYYI IMM/DD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR LA21CGL230321IC 10/1/2021 10/1/2022 DAMAGETORENTED 1,000,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 5'000 ,PERSONAL 8 ADV INJURY $ 2,000,000 GEM_AGGREGATE LIMITROT-APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X 'I t9 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 BAP614287700 10/1/2021 10/1/2022 BODILY INJURY(Per person) $ , OWNED SCHEDULED _ AUTOSRE� ONLY _ AUTOS BODILY BODILY INJURY(Per accident) $ . AUTOS ONLY AUTOS ONLY (Per accidentDAMAGE $ XrS&Ded.: X Coll.:Not Covered Liability Ded.: $ 250,00( UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER , WC614287600 10/1/2021 10/1/2022 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N 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 $ i 1 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287600 Deductible:$1,000,000. Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cityof Northampton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main St Northampton, MA 01060 -- AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD �• EV projects@evengineersnet.com 276-220-0064 mum ENGINEERS http://www.evengineersnet.com 5/20/2022 RE:Structural Certification for Installation of Residential Solar JOHN DILLARD:55 OAK ST, NORTHAMPTON, MA 01062 Attn:To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report,the roof is made of Standing Seam roofing over roof plywood supported by 2X6 Rafters at 16 inches.The slope of the roof was approximated to be 23 degrees. After review and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads after Structural Upgrades are added,see PV-3.1A and PV-3.1B. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 117 mph PV Dead Load DPV 3 psf Exposure C Roof Live Load Lr 20 psf Ground Snow S 40 psf If you have any questions on the above, please do not hesitate to call. STRUCT ONL Sincerely, ��0Pv5N uF Mgssgc VINCENT r Vincent Mwumvaneza, P.E. MWUMVANEZA EV Engineering, LLC N CIVIL 2 projects@evengineersnet.com 413 http://www.evengineersnet.com •:ems ioNmENG�� 1/1 Imia,- EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 5/20/2022 Job Address: 55 OAK ST NORTHAMPTON, MA 01062 Job Name: JOHN DILLARD Job Number: 220520JD Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 40 psf Wind Load (component and Cladding) V 117 mph Exposure C References NDS for Wood Construction STRUCT �•14v- Of Mgss� p CSC Sincerely, �� VINCENT G� o MWUMVANEZA N CIVIL Vincent Mwumvaneza, P.E. A �% 2 EV Engineering, LLC `�;1 0��`e projects@evengineersnet.com �'rs �ONAIENG\ http://www.evengineersnet.com 1/1 . EV projects@evengineersnet.com 276-220-0064 wmk ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed (3s gust),V= 111 mph ASCE 7-10 Figure 26.5-1A Roughness= C ASCE 7-10 Sec 26.7.2 Exposure= C ASCE 7-10 Sec 26.7.3 Topographic Factor, Krr= 1.00 ASCE 7-10 Sec 26.8.2 Pitch= >. ,Degrees Adjustment Factor,A= 1.21 ASCE 7-10 Figure 30.5-1 a= 3.60 ft ASCE 7-10 Figure 30.5-1 Where a:10%0 of least horizontal dimension or 0.4h,whichever is smaller,but not less than 4%of least horizontal dimension or 3ft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -20.5 -28.8 -45.5 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 14.87 20.94 33.02 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 11.0 11.0 11.0 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 7.97 7.97 7.97 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachement max.spacing= 3.5 ft 205 l bs/i n Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 3.5 9.6 125.8 105.6 2 3.5 9.6 184.3 105.6 3 3 8.3 257.5 90.5 Max= 257.5 < 512.5 CONNECTION IS OK 1. Pv seismic dead weight is negligible to result in significant seismic uplift,therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 1/1 - EV projects@evengineersnet.com 276-220-0064 won ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing UM Pg= 40 psf ASCE 7-10,Section 7.2 pf= 28 psf Ce= 0.9 ASCE 7-10,Table 7-2 Pfmin. = 35.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 Ps= 35 psf 36.6 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.783 Max Length, L= 14.92 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case: DL+0.6W Pnet+PP cos(6)+PDT= 28.0 plf Max Moment, Mu= 586 lb-ft Conservatively Pv max Shear 105.6 lbs Max Shear,V„=wL/2+Pv Point Load = 235 lbs Load Case:DL+0.75(0.6W+S)) 0.75(Pnet+Ps)+PpVcos(9)+PDL= 52 plf Mdown= 1098 lb-ft Mallowable=Sx x Fb' (wind)= 2638 lb-ft > 1098 lb-ft OK Load Case:DL+S Ps+PPVcos(6)+PDL= 54 plf Mdown= 1123 lb-ft Mallowable=Sx x Fb' (wind)= 1896 lb-ft > 1123 lb-ft OK Max Shear,V„=wL/2+Pv Point Load = 400 lbs Member Capacity SPF#J;/#2 2X6 Design Value Ct CF C, Cr Adjusted Value Fb= 875 psi 1.0 1.3 1.0 1.15 1308 psi F„= 135 psi N/A N/A 1.0 N/A 135 psi E= 1400000 psi N/A N/A 1.0 N/A 1400000 psi Depth,d= 5.5 in Width, b= 3 in Cross-Sectonal Area,A= 16.5 in' Moment of Inertia, Ixx= 41.5938 in4 Section Modulus,Sxx= 15.125 in3 Allowable Moment, Maii= Fb'Sxx= 1648.8 lb-ft DCR=M /Maii= 0.56 < 1 Satisfactory Allowable Shear,Vaii=2/3F„'A= 1485.0 lb DCR=V /Vaii= 0.27 < 1 Satisfactory 1/1 Will EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 21% Dpv and Racking 3 psf Averarage Total Dead Load 10.6 psf Increase in Dead Load 2.5% OK The increase in seismic Dead weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans -JOHN DILLARD.The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments.The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 1/1 .. w SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION •SYSTEM SIZE:7820W DC,6000W AC •ALL WORK SHALL COMPLY WITH MA 9th Ed.CMR 780(2015 IRC/IBC/IEBC), 1 SOLAR MODULES PV-1.0 COVER SHEET •MODULES:(23)JA SOLAR:JAM60S10-340/MR MUNICIPAL CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION SERVICE ENTRANCE RAIL •INVERTERS:(1)SOLAREDGE TECHNOLOGIES: INSTRUCTIONS. a a PV-2.0 SITE PLAN SE6000H-USSN •PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. MP MAIN PANEL •RACKING:;ULTRA RAIL WIDE BASE SEAM CLAMP. SEE O PV-2.1 FLOOR PLAN UR40-PEN-D04 •ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020. 0 SUB-PANEL PV-3.0 LAYOUT •ENERGY STORAGE SYSTEM:(1)LG CHEM:RESU 10H STANDOFFS& PRIME,9.8KWh,5KW •PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY FOOTINGS PV-3.0A LAYOUT GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. LC PV LOAD CENTER PV-3.08 LAYOUT •MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SM SUNRUN METER ® CHIMNEY PV-4.0 ELECTRICAL •INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. O Q ATTIC VENT PM PV-5.0 SIGNAGE DEDICATED PV METER •RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 0 FLUSH ATTIC VENT INV INVERTER(S) 0 PVC PIPE VENT •SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MODULES,ARE CLASS A FIRE RATED. C AC DISCONNECT(S) ® METAL PIPE VENT •RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL DC DC DISCONNECT(S) EtT-VENT CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). I SATELLITE DISH •CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). CB IQ COMBINER BOX �� FIRE SETBACKS •ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. +I I- ENERGY STORAGE lI SYSTEM HARDSCAPE •10.46 AMPS MODULE SHORT CIRCUIT CURRENT. BI BACKUP INTERFACE —PL— PROPERTY LINE •16.34 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)]. BP BACKUP LOADS PANEL F--1 INTERIOR EQUIPMENT •PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). L J SHOWN AS DASHED CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION O COMMUNICATION RSD EXTERNAL RAPID •ENERGY STORAGE SYSTEM CONFORMS TO AND IS LISTED UNDER UL 9540. WIRES SHUTDOWN SWITCH •ENERGY STORAGE SYSTEM LIVE PARTS ARE NOT ACCESSIBLE DURING SCALE NTS s u n r u n ROUTINE MAINTENANCE.SYSTEM VOLTAGE IN ACCORDANCE WITH NEC 706.30 A AMPERE AND EXCEPTION 1 NEC 706.30(A). AC ALTERNATING CURRENT •ADDITIONAL DISCONNECTING MEANS SHALL BE INSTALLED WHERE ENERGY AFCI ARC FAULT CIRCUIT INTERRUPTER STORAGE DEVICE INPUT AND OUTPUT TERMINALS ARE MORE THAN 5 FT FROM AZIM AZIMUTH VICINITY MAP CONNECTED EQUIPMENT,OR WHERE THE CIRCUITS FROM THESE TERMINALS COMP COMPOSITION #180120 PASS THROUGH A WALL OR PARTITION PER 706.7(E). DC DIRECT CURRENT I •LISTED,COMBINATION TYPE AFCI SHALL BE INSTALLED WHERE BACKED UP (E) EXISTING 150PADGETfEST UNIT A cwcOPEE..A 010n.»> Sunderland CIRCUITWRING IS EXTENDED MORE THAN 6FT AND DOES NOT INCLUDE ANY ESS ENERGY STORAGE SYSTEM FAX 1Leverets Stwtesb ADDITIONAL OUTLETS OR DEVICES PER NEC 210.12(D). EXT EXTERIOR Goshen Whately �° •THE CAPACITY OF THE STANDALONE SYSTEM SUPPLY SHALL BE EQUAL TO OR INT INTERIOR CUSTOMER RESIDENCE: GREATER THAN THE LOAD POSED BY THE SINGLE LARGEST UTILIZATION MAG MAGNETIC JOHN DILLARD li.f, EQUIPMENT CONNECTED TO THE SYSTEM PER NEC ARTICLE 710.15(A) MSP MAIN SERVICE PANEL 55 OAK ST,NORTHAMPTON,MA, tterheld Wdilamsburg 5 Oak St.Northampton, OC ON CENTER TEL.(413)586-9595 Pelham •ALL PASS-THROUGH CONDUCTORS MUST COMPLY WITH NEC 312.8 (N) NEW 01062 "� I NTS NOT TO SCALE � hampton,MA 01062.USA PRE-FAB PRE-FABRICATED APN:NI-IAM-000017A-000278-000001 PSF POUNDS PER SQUARE FOOT PROJECT NUMBER: Northampton - PV PHOTOVOLTAIC 224R-0SSDILL Westhampton ;I • RSD RAPID SHUTDOWN DEVICE TL J I TYP TVPICALTRANSFORMERLESS DESIGNER: (415)580-6920 ex3 Be chertown Easthampton ,ram,..., 101.19. V VOLTS STEPHEN MOLDEN rJ W WATTS SHEET )n Southampton .�: REV NAME DATE COMMENTS COVER SHEET oke BondsoI e.1 O • REV:Al 520/2022 7.-eta...�,,,e 1 + ,,� udbw Pala PAGE PV-1.0 SITE PUN_SCAB 1llr.' ARRAY TRUE MAG PV AREA PITCH AZIM AZIM (SOFT) 1�► AR-01 23° 269' 283' 181.1 AR-02 23° 89' 103° 235.4 (E)FENCE _---------- PL -------- a PL — PL PL fGWl (N)ARRAY AR-01 \ & F — — (E)RESIDENCE \ ... .< — , —(N)ARRAY AR-02 °— —— - - (E)GATE .4 1 sun run __________--- . e ' ` • a #180120 Ln Q • E • ' ° n • , ` 150 PADCETTE ST UNIT A CHICOPEE MA 010Y1-1333 0 — PL ---j Tnxo PL _ PL PL CUSTOMER RESIDENCE: JOHN DILLARD -� PL 55 OAK ST,NORTHAMPTON,MA,__ pi01062 TEL.(413)586-9595 E C APN: 00 17A-0 00278-000001OTOrO PROJECT NUMBER: _ 224R-055DILL ( A SpMI��(INS DESIGNER: (415)5806920 ex3 STEPHEN MOLDEN SHEET SITE PLAN REV Al 5/20/2022 PAGE PV-2.O i I I. ARRAY TRUE MAG PVAREA SITE PLAN-SCALE=1/8"=1'-0" PITCH AZIM AZIM (SOFT) tiO' AR-01 23° 269' 283° 181.1 AR-02 23° 89° 103° 235.4 NOTE: 1. ROOMS AND AREAS CONTAINING ENERGY STORAGE SHALL BE PROTECTED ON THE SYSTEM SIDE BY FIRE-RESISTANT CONSTRUCTION IN ACCORDANCE WITH IRC SECTION R302 2. WALLS ADJACENT TO THE ESS LOCATION SHALL BE FINISHED WITH NOT LESS THAN 12 INCH GYPSUM WALLBOARD PER TABLE 302.6 3. INTERIOR ESS LOCATION SHALL BE FINISHED WITH NOT LESS THAN { 316'-9" -- ---f 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH TABLE R302.6 _.... -_. NOTE:ENERGY STORAGE UNIT IS 3 FEET AWAY FROM ANY OTHER ENERGY STORAGE UNIT NOTE:SMOKE ALARM TO BE INSTALLED IN THE BASEMENT NOTE: WALL BEHIND ESS UNIT IS UNFINISHED CONCRETE NOTE:ESS DOES NOT EMIT FLAMMABLE GASSES AND THEREFORE DOES NOT REQUIRE ANY ADDITIONAL VENTILATION co 40'-5" MSP "..... • _ DOOR - - / DOOR) / SE PM/ NVi sun r u n DOOR ., . _ ti! #180120 _ 150 PADOEUE ST UHi..CHcOPEE M..01012.1333 f CUSTOMER RESIDENCE: 1/..m m `..1, }7 r E JOHN DILLARD ..,. _ . 55 OAK ST,NORTHAMPTON,MA, 4'X4'TYPE X „ irk''' 01062 DRYWALL PATCH ABOVE - TEL.(413)586-9595 ESS UNIT APN:NHAM-000017A-000278-000001 PROJECT NUMBER: i , 224R-055DILL STAIRS— DESIGNER: (415)580-6920 ex3 STEPHEN MOLDEN SHEET FLOOR PLAN REV Al 5202022 PAGE PV-2.1 ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Name Type Height Type Max OC Detail Max Landscape Max Landscape Max Portrait Max Portrait Configuration MAX DISTRIBUTED LOAD:3 PSF Span Spacing OC Spacing Overhang OC Spacing Overhang SNOW LOAD:40 PSF 14'- Ultra Rail Wide Base Seam Clamp. See WIND SPEED: AR-01 STANDING SEAM-UR 1-Story 2X6 RAFTERS 11" 16�. UR4O-PEN-D04 3'-6" 0'-6" 3'-6" 0'-6" STAGGERED 117 MPH 3-SEC GUST. S.S.LAG SCREWS: 14'- Ultra Rail WideSee 5/16":2.5"MIN EMBEDMENT Base Seam Clamp. AR-02 STANDING SEAM-UR 1-Story 2X6 RAFTERS 11" 16" UR40-PEN-D04 3'-6" 0'-6" 3'-6" 0'-6" STAGGERED STRUCTURAL NOTES: • INSTALLERS SHALL NOTIFY D1-AR-01-SCALE:1/8"=1'-0" ENGINEER OF ANY POTENTIAL AZIM:269° STRUCTURAL ISSUES PITCH:23° OBSERVED PRIOR TO -F 10'-0" 28' PROCEEDING WI -I— INSTALLATION. _ _ 1':8" • IF ARRAY(EXCLUDING SKIRT) I ° ° — WI 12"BOUNDARY REGION OF ANY ROOF PLANE EDGES(EXCEPT VALLEYS), 8'-10" 1 - = O 8'-10" THEN ATTACHMENTS NEED .� 1111 TO BE ADDED AND OVERHANG REDUCED WITHIN THE 12" BOUNDARY REGION ONLY AS NV FOLLOWS: ••ALLOWABLE ATTACHMENT I SPACING INDICATED ON 18'3" PLANS TO BE REDUCED BY I 50% ..ALLOWABLE OVERHANG 1 • a SISTERING REQUIRED INDICATED ON PLANS TO BE iir UNDER PV ARRAY 1/5TH OF ALLOWABLE 10'-0" 9'-11" 10'-4"— —6-7"— -3' ATTACHMENT SPACING INDICATED ON PLANS D2-AR-02-SCALE:1/8"=1'-0" AZIM:89° s u n r u n PITCH:23° 2 10"—,, 13'-3" 9'-0" 9'-11" -6'-0"-, •V-3.1:.SISTERING REQUIRED UNDER PV ARRAY #180120 1'-6" (r_ \ 1'$" STONE o UNIT m...e sr r A.eHcoE,WA.o� issv FAA 0 -¢ -4 -ee El-- —0- —0 —0$ } -, 3'-0"TYP. 0 5,I7„ CUSTOMER RESIDENCE: 9-0— o-- e--A JOHN DILLARD 55 OAK ST,NORTHAMPTON,MA, 01062 14-8" 6— $ $ STRUCT TEL.(413)586-9595 ONL0OFAlgs0-0—0— 0--e oafAPN.NM000170027800001 e— -43- — 11'-2" 4• VINCENT as 1 MWUMVANEZA N PROJECT NUMBER o CIVIL 224R-055DILL I y,�,,� E,O �e DESIGNER: (415)580fi920 ex3 -t----_ ---�' / ` O,/ e�`o� STEPHEN MOLDEN ONFIEH SHEET , 11'-2" -T, 9'-9" ,-9'-11" ,-6'-0"— LAYOUT L REV:Al 5/20/2022 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 I NOTES' TABLE 1:ACCEPTABLE MIN.LUMBER TYPE 1. PROVIDE(N)"B"SISTERED RAFTERS TO(E)RAFTER,SEE DETAILS. LUMBER SPECIES&GRADE MIN.BENDING Fb(psi) 2. ATTACH(N)SISTER TO(E)MEMBER w/ATTACHMENT(SEE DOUG FIR-LARCH#2 900 SCHEDULE)STAGGERED ALONG SPAN w/1"EDGE DISTANCE SOUTHERN PINE#1 1500 AND(6)AT EACH END w/1"EDGE DISTANCE. HEM-FIR#2 850 3. SINGLE SISTER MEMBER IS ACCEPTABLE IF SINGLE SISTER SPRUCE PINE FIR#2 875 LENGTH MATCHES THE MINIMUM SISTER LENGTH. 4. SISTERING TO BE CENTERED ON(E)MEMBER SPAN.\NtMUMS\SI •.- ENG1H 1 z /- \, TABLE 2:ACCEPTABLE ATTACHMENT SCHEDULEO /'�T. • ••i OPTION TYPE SPACING #AT END • 1.3 V -- 1.2 •J / 1 Simpson Strong-Drive® 12"OC 6 • _i ��___ SDW EWP-PLY Screw* • I / /j' 2 COMMON 10d thru 16d 6"OC 6 ATTACHMENT TYPE PER -��P' • • �/ TABLE 2 SCHEDULE fr..' • \\ TABLE 3: UPGRADE SPECIFICATIONS / • • (N)"B"SISTER ( • CALLOUT VARIABLE / • �� 1.3 I • `\I • // \ • ) RAFTER SIZE"Brr 2x6 • - ,•P`'- \ • �' MIN.SISTER LENGTH"C" 11'-5" / / — // For 2-Ply Sistering Use Model#SDW22338 / *For 3-Ply Sistering(At Splice Locations)Use Model#SDW22500 �_//1n / / \ -� L--- 1"I 1 1 1 .. \\----(E)CEILING s u n ru n L�J JOIST END CONDITION(TYP.)PER TABLE 2 SCHEDULE (E)BEARING WALL ADD(N)"Brr EA SIDE #180120 U ELEVATION VIEW (N)SISTER SEE SCHEDULE FOR FAO 1.1 -- RAFTER ATTACHMENT AND 150 FAIX3ETrn STUNT A.CHCOVEE,MA MO]].111] PHONE 0 SCALE: NTS ` I 1 1 111 Ti LUMBER TYPE CAS ___ _ I � r CUSTOMER RESIDENCE: 1 1 JOHN DILLARD (E)RAFTER (�7. 55 OAK ST,NORTHAMPTON,MA, 01062 4�-ou MIN.-� , 4 4 TEL.(413)586-9595 ATTACHMENT APN:NHAM-000017A-000278-000001 a TOP VIEW PER TABLE 2 57RUc7 1.2 SCHEDULE O PROJECT NUMBER: SCALE. NTS SECTION ONL 1.3 SCALE NTS OF224R-055DILL NOTES: SEE SECTION 1.1 FOR DESIGNER: (415)580-6920 ex3 ( c, CENT, ) ATTACHMENT NOTES MWUMVANEZACIVIL STEPHEN MOLDEN SHEET CALF.NTSONALENSTRUC. UPGRADES REV:Al 5/20/2022 PAGE PV-3.1A NOTES. TABLE 1:ACCEPTABLE MIN.LUMBER TYPE 1. PROVIDE(N)"B"SISTERED RAFTERS TO(E)RAFTER,SEE LUMBER SPECIES 8 GRADE MIN.BENDING Fb(psi) DETAILS. 2. ATTACH(N)SISTER TO(E)MEMBER w/ATTACHMENT(SEE DOUG FIR-LARCH#2 900 SCHEDULE)STAGGERED ALONG SPAN w/1"EDGE DISTANCE SOUTHERN PINE#1 1500 AND(6)AT EACH END w/1"EDGE DISTANCE. HEM-FIR#2 850 3. SINGLE SISTER MEMBER IS ACCEPTABLE IF SINGLE SISTER SPRUCE PINE FIR#2 875 LENGTH MATCHES THE MINIMUM SISTER LENGTH. _- \ 4. SISTERING TO BE CENTERED ON(E)MEMBER SPAN. \NtMUMSNGR�ENGjH 12 --, // \\j TABLE 2:ACCEPTABLE ATTACHMENTSDCHEDULE �"" � -- -- OPTION TYPE SPACING #AT END V' 1.2 •i / 1 Simpson Strong-Drive® 12"OC 6 • ——_ SDW EWP-PLY Screw* % / s�j' 2 COMMON 10d Wu 16d 6"OC 6 ATTACHMENT TYPE PER 0 P / _�� TABLE 2 SCHEDULE /� • `\ TABLE 3: UPGRADE SPECIFICATIONS • (N)"B"SISTER I • CALLOUT VARIABLE / 1.3 / ` • • ) RAFTER SIZE"B" 2x6 ' P • ——' MIN.SISTER LENGTH"C" 11'-0" / �' '// For 2-Pty S6tednp Use Model#SDVV22378 1 r 7 / i� /—// / / \ ` // 'For 3-Ply S6terinp(At Splice Locations)Use Model#SDW22500 L—— 1 \\\_,. (E)CEILING s u n r u n L.---1 JOIST END CONDITION(TYP.)PER TABLE 2 SCHEDULE (E)BEARING WALL ADD(N)"B"EA SIDE #180120 OELEVATION VIEW (N)SISTERSEE SCHEDULE FORRAFTERATTACHMENT AND ASAUICOEE MA SCALE: NTS .ONE 0 ( I v 11111 LUMBER TYPE FM ;'- CUSTOMER RESIDENCE: F (E)RAFTER —— �`I�_I�� JOHN DILLARD 1 1 II 55 OAK ST,NORTHAMPTON,MA, 01062 4'-0"MIN.— �' ATTACHMENT TEL (413)586-9595 O1.2 TOP VIEW PER TABLE 2 STRUCT ; APN NHAM-000017A-000276-000001 SCALE NTS SCHEDULE O SECTION ONL �,�1NoFM4S PROJECT NUMBER: 1.3 0,00 � icy 224R-055DILL SCALE: NTS 'Z' VINCENT oi NOTES:SEE SECTION 1.1 FOR o MWUMVANEZA N DESIGNER: (415)580-0920 ex3 ATTACHMENT NOTES CIVIL STEPHEN MOLDEN 41) ISTERING DETAILS 9•: ;T. 09 "� SHEET CALF:NTS .mil eNA,0 STRUC. UPGRADES REV:Al 5/20/2022 PAGE PV-3.1B w 120/240 VAC SINGLE PHASE SERVICE METER it NATIONAL GRID 41672075 ^ PV MODULES UTILITY (N)SOLAREDGE SOLAREDGE TECHNOLOGIES: xJA SOLAR:JAM6OS1O-340IMR (23)MODULES GRID SIN)CURRENT BACKUP INTERFACE (N)MA SMART SE6000H-USSN WITH _� + 7,7 OPTIMIZERS WIRED IN: TRANSFORMERS UTILITY (N)LOCKABLE REVENUE GRADE METERING BI-NUSGN-01 I (1)SERIES OF(13)OPTIMIZERS EXISTING BLADE TYPE 6000 WATT INVERTER O� / 200A MAIN O� REVENUE JUNCTION BOX I ` I (1)SERIES OF(10)OPTIMIZERS ` 1 M IciRL�(�1 METER AC DISCONNECTS L BREAKER (XY) MIN RATED NEMA3R I (END FED) 5 BREAKER 4 Q Q 07P— .i'• •—'•" SOLAREDGE POWER OPTIMIZERS O J1 a P370 — BATTERY x1CA •—' EXISTING MICROGRID U 200A INTERCOM. FACILITY "-- MAIN DEVICE 240V METER SOCKET SQUARED �® (1)ENERGY STORAGE SYSTEM LOADS PANEL — 100A CONTINUOUS DU222RB LOAD RATED DC DISCONNECT, E LG ENERGY SOLUTION:RESU 10H UTILITY SIDE OF CIRCUIT 3R,60A,2P AFCI,REVENUE GRADE METER, PRIME CONNECTS TO TOP LUGS- 120/24OVAC RAPID SHUTDOWN AND ENERGY �� (LINE AT TOP LOAD AT BOTTOM) STORAGE SYSTEM INPUTSOjr lw (N)5DA (N)50 FEEDER BREAKER -� FEEDER --� *— BREAKER AT OPPOSITE END OF BUSBAR NOTE:TOTAL PV BACKFEED=31A (N)125A USED FOR INTERCONNECTION < , BACKUP,.--- LOADS PANEL CALCULATIONS FACIUTY LOADS • CONDUIT SCHEDULE s u n r u n e CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2)1 D AWG PV WIRE NONE (1)10 AWG BARE COPPER • 2 3/4"EMT OR EOUN. (2)10 AWG THHN/THWN-2 NONE (1)10 AWG THHWTHWN-2 #180120 3 3/4'EMT OR EQUIV. (2)10 AWO THHN/THWN-2 NONE (1)10 AWG THHN/THNN-2 150 P/,OOETIE ST UNIT A.CMOOPEE.MA.01072-1311 4 3/4'EMT OR EQUIV. (2)B AWO THHWTFNVN-2 (1)10 AWG THHWTMTIN-2 (1)a AWG THHWD WN-2 µ'me 0 0 5 3/4'EMT OR EQUN. (2)4AWG THHWTHWN-2 (1)4AWG THHWTMIIN-2 (1)8 AWG THHWTW9-2 6 3/4'EMT OR EQUN. (2)4 AWO THHWTrINM-2 (1)4 AWG THHN/THWN-2 (1)a AWG THHWTIWN-2 CUSTOMER RESIDENCE: JOHN DILLARD 55 OAK ST,NORTHAMPTON,MA, 01062 MODULE CHARACTERISTICS TEL.(413)586-9595 P370 OPTIMIZER CHARACTERISTICS: JA SOLAR:JAM60S10-340/MR: 340 W MIN INPUT VOLTAGE 8 VDC APN:NHAM-000017A-000278-000001 OPEN CIRCUIT VOLTAGE: 41.55 V MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER: MAX POWER VOLTAGE: 34.73 V MAX INPUT ISC: 11 ADC 224R-055DILL SHORT CIRCUIT CURRENT: 10.46 A MAX OUTPUT CURRENT: 15 ADC DESIGNER: (415)580-6920 ex3 SYSTEM CHARACTERISTICS-INVERTER 1 • STEPHEN MOLDEN SYSTEM SIZE: 7820 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 13 V ELECTRICAL SYSTEM OPERATING VOLTAGE: 400 V MAX ALLOWABLE DC VOLTAGE: 500 V REV Al 520I2022 SYSTEM OPERATING CURRENT: 20.58 A SYSTEM SHORT CIRCUIT CURRENT: 30 A PAGE PV-4.0 DocuSign Envelope ID.30D6A8D0-CDD9-4560-AF18-E8833A5F1 ODE Sunrun BrightBoxTM Agreement John Dillard 55 Oak St, Northampton, MA, 01062 Take Control of Your Electric Bill $500 $40 , 500 .00 $0 .230 Amount Due at Amount Due Cost per estimated Signing available kWh, Year 1 at Installation OWN YOUR SYSTEM AND YOUR SAVINGS M Buy your Solar System - it's You may be eligible for a We also provide a yours on day 1! We handle Federal Solar Tax Credit, worry-free, 10-year project management, consult your tax advisor roof warranty. permitting, design, & installation. ., « A SOLAR SYSTEM DESIGN FOR YOUR HOME :^j',;��i, +► You get a 7.82 kW DC Solar System • "' -- With 23 Solar Panels and 1 Inverter(s) and 1 Battery HWhich will produce an est. 6,683 kWh in its first year � a .,� t' • And offset approx. 102% of your current estimated, electricity usage YOUR SALES REPRESENTATIVE: Tony De Barros anthony.debarros@sunrun.com (4 5) 967-7124 DocuSign Envelope ID:30D6A8D0-CDD9-4560-AF18-E8833A5F1ODE 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. SUNRUN INSTALLATION SERVICES INC. pDocuSigned by: Signature: 0 0 •—F5726CE2C3134F6 Print Name: Navaneetll vi jayakumar Date: 4/26/2022 Title: Project operation Federal Employer Identification Number: 77-0471407 IF YOU CHOOSE TO PAY BY CHECK, MAKE CHECKS OUT TO SUNRUN INSTALLATION SERVICES INC. NEVER MAKE A CHECK OUT TO A SALES REPRESENTATIVE. OUR SALES REPRESENTATIVES ARE NOT AUTHORIZED TO RECEIVE CHECKS IN THEIR OWN NAMES. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE TENTH BUSINESS DAY AFTER THE EFFECTIVE DATE. PLEASE REVIEW THE ATTACHED NOTICES OF CANCELLATION FOR AN EXPLANATION OF THIS RIGHT. DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES. Customer Primary Account Holder Secondary Account Holder(Optional) " —DocuSigned by: 4fril\MA4 ---`FtIVACA IIb John Dillard Signature 4/26/2022 Date Print Name Email Address*: johndil@comcast.net Mailing Address (if different than home address): 55 Oak St Northampton, MA 01062 Phone: (413) 586-9595 Error/oddresses will be used by Sunrun for official correspondence, such as sending invoices. Sales Consultant D a�,.be%w/acknow/edge that lam Sunrun accredited. that/presented this agreement according to t o ode of Conduct, and that/obtained your homeowner's signature on this agreement. 3¢$gnaw e... Toney De Barros Print Name 1118903704 Sunrun ID number i SUNRUN INSTALLATION SERVICES INC. 1225 Bush Street. Suite 1400, San Francisco, CA 94104 ( 888.GO.SOLAR HIC 18012 0 Generation Date: 4/12/2022 Proposal ID: PK46VZ7A77NR-J Version 201904V1 12