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BP-2022-0527 511 SYLVESTER RD COMMONWEALTH OF MASS • CHUSETTS Map:Block:Lot: 21-018-001 CITY OF NORTHAMPT• N Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY F ND (MGL c.142A) BUILDING PE MIT Permit # BP-2022-0527 PERMISSIONISH REBY GRANTED TO: Project# ROOF Contractor: License: Est. Cost: 499 TESLA ENERGY OPERATIONS INC 101687 Const.Class: Exp.Date:09/13/2022 VACCHELLI ANTHONY A & DEBRA M Use Group: Owner: VACCHELLI Lot Size (sq.ft.) Zoning: RR Applicant: TESLA ENER I Y OPERATIONS INC Applicant Address Phone: Insurance: 24 ST. MARTIN DRIVE BLDG 2 UNIT 978-570-6622 WC 1074584-04 11 MARLBOROUGH, MA 01752 ISSUED ON:05/16/2022 TO PERFORM THE FOLLOWING WORK: RE-INSTALL EXISTING ROOFTOP PV SYSTEM 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 NORTHA i PTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature:g 53-1 • Fees Paid: $75.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner , RFCF1VE� _ _ ss, The Commonwealth of Massachusetts j Board of Building Regulations and Standards FOR 1(0); Massachusetts State Building Code, 780 CMR MAY 1 3 2022 MUNICIPALITY USE Building Permit Application To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 One- or Two-Family Dwelling ri ' This Section For Official Use Only ______- Building Permit NNuufmber: b P- 4.1-S" 2.� / ,/Da�tee Applied: / 4-.,..., Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: 511 Sylvester Rd. 12Assessors Map& Parcel IsjunrIben 1 1.1 a Is this an accepted street?yes V no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1010 - SFR 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 0 Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Anthony A Vacchelli Florence, MA 01062 Name(Print) City,State,ZIP 511 Sylvester Rd POLE 45 (302)632-5918 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building V Owner-Occupied I2( Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units 1 Other Specify:Re-install existing Rooftop Solar Brief Description of Proposed Work2: Re-install a customer's existing rooftop PV system after a third party re-roofs the residence. No changes to existing system or layout. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I. Building $ 249.00 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ 0 Standard City/Town Application Fee 250.00 0 Total Project Costa(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ '�Suppression) Total All Fes: $ Check No.IS ( Check Amount: / Cash Amount: 6. Total Project Cost: $ 499.00 0 Paid in Full 0 Outstaliding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-101687 09/13/2022 Daniel F o n z i License Number Expiration Date Name of CSL Holder 24 St. Martins Dr. List CSL Type(see below) U No.and Street Type Description Marlborough, MA 01752 v Unrestricted(Buildings up to 35,000 Cu.ft.) g , R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (978) 420-2476 dfonzi@tesla.com I Insulation Telephone Email address D Demolit on 5.2 Registered Home Improvement Contractor(HIC) 168572 03/07/2023 Tesla Energy Operations Inc. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 901 Page Avenue np ars@tesla.com No.and Street Email address Fremont, CA 94538 (508) 907-1450 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 Tesla Energy Operations Inc. to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date 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 contained in this application is true and accurate to the best of my knowledge and unde-standing. Pa ite J b 05/10/22 Print Owner's or Authorized Agent's Name(Elec 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" City of Northampton ' ,44% ,S`S sic Massachusetts '<< c.1► DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building �y CDC 24 " .,,1•1y..,.. s Dr. Northampton, MA 01060 se,w 10° CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Shop dumpster Location of Facility: 24 St. Martin Dr. 01752 The debris will be transported by: Name of Hauler: Workcrew Signature of Applicant: P-8. G Date: 05/10/22 The Commonwealth of Massachusetts mr, �, 1, Department of Industrial Accidents 111 1 Congress Street, Suite 100 7:tsj of. Boston, MA 02114-2017 www.mass.gov/dia tor Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): Tesla Energy Operations Address: 24 St. Martins Dr., Building 2, Unit 11 City/State/Zip: Marlborough, MA 01752 Phone#: (508) 907-1450 Are you an employer?Check the appropriate box: Type of project(required): 1.] ]I am a employer with 200 employees(full and/or part-tune).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for ine in 8. ❑ Remodeling any capacity.[No workers comp.insurance required.] 9. ❑Demolition 3.0 I am a homeowner doing all work myself [No workers'comp.insurance required]' 10 ❑ Building addition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet These sub-contractors have employees and have workers'comp.insurance t 13. Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.]g]Other Rooftop Solar 152,pl(4),and we have no employees.[No workers'comp insurance required.] *Any applicant that checks box#1 must also till out the section beim-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. :Contractors 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: Zurich American Insurance Policy#or Self-ins.Lic.#: 1074584-03 Expiratioi Date: 10/31/2022 Job Site Address: 511 Sylvester Rd. City/State/Zip: Florence, MA 01062 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enalties of perjury that the information provided above is true and correct. Signature: �ey G Date: 05/10/22 Phone#: 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#: Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston. Massachusetts 02118 Home Improvement Contractor Registration Type: Supplement Card TESLA ENERGY OPERATIONS. INC. Re ration. 168572 901 PAGE AVENUE Exxppiration: 03/07/2023 FREMONT. CA 94538 Update Address and Return Card. Office of Consumer Affairs 8 Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE: Supplement Card before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 168572 03/07,2023 1000 Washington Street -Suite 710 TESLA ENERGY OPERATIONS. INC. Boston, MA 02118 DANIEL FONZI ' ' idg/1 155 FEDERAL STsrrl, 'R!! STE 700 Undersecretary Not valid without signature BOSTON.MA 02110 Commonwealth of Massachuse Division of Professional Licens re B0drdi of Building Regulations and Standards Constrtxclitzw rvisor CS-101687 X,,,pires: 09/13/2022 DANIEL D FONZI 390 ANDOVER STREET WILMINGTON MA 01$87 4444 Commissioner • '�• i, blEncL . J ACR CERTIFICATE OF LIABILITY INSURANCE D;TE(Mo 1D/YYYY) 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 CONTNAME: Kayla Ferrell MARSH RISK& INSURANCE SERVICES PHONE 415-74343025 FAX FOUR EMBARCADERO CENTER,SUITE 1100 (A/C.No.Ext): (A/C,No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94111 ADDRESS: Attn:SanFrancisco.Certs@marsh.com/FAX 212-948-0398 INSURER(S)AFFORDING COVERAGE NAIC f CN104275261-STND-GAWE0-21- INSURERA:Zurich American Insurance Company 16535 INSURED INSURERB:WA N/A Tesla Energy Operations Inc. 901 Page Avenue INSURER C:American Zurich Insurance Company 40142 Fremont,CA 94538 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003794942-01 REVISION NUMBER: 1 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 ADDL SUBR POUCY EFF POU Y EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MIND /YYYY) UMITS A X COMMERCIAL GENERAL LIABILITY GLO 1074588-04 10/31/2021 10/31 22 EACH OCCURRENCE $ 2,500,000 CLAIMS-MADE X OCCUR Includes Host Liquor Liability DAGE TO RENTED PREMISES SES(Esoccurrence) $ 2,5013,000 X SIR:$750,000 MED EXP(Any one person) $ 5,000 X Tort Contrac Uab,No XCU Exd PERSONAL 8,ADV INJURY $ 2,500,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 X POLICY PROT LOC PRODUCTS-COMP/OP AGG $ 2,500,000 JEC OTHER: $ A AUTOMOBILE UABILITY BAP 1074586-04 10/31/2021 10/31/2022 COMBINED SINGLE LIMIT $ 1000000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE _S EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTIONS $ C WORKERS COMPENSATION WC 1074583-04(AOS) 10/31/2021 10/31/2022 x PER x OTH- AND EMPLOYERS'LIABILITY STATUTE ER C Y/N WC 1074584-04(MA,WI) 10/31/2021 10/31/2022 1,000,000 ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ A OFFICER/MEMBEREXCLUDED? n N/A CA XSWC EWS 1074585-04($50M is 10/31/2021 10/31 022 1000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under $10M SIR;$1M EE/EA is XS$10M SIR) 1,0013,000 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) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION Tesla Inc and all its subsidiaries SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 45500 Fremont Blvd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Fremont,CA 94538 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATWE Valid &loaateutee Se eee ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD • • TEL = E L n HOME IMPROVEMENT AGREEMENT—RESIDENTIAL Customer Name and Address Salesperson Installation Location Tesla Energy Operations, Inc. Debra M Vacchelli Jack Quinn 511 Sylvester Rd MA HIC 168572/22812-A Anthony A Vacchelli POLE 45, Florence, 901 Page Avenue, Fremont, 511 Sylvester Rd POLE 45 Registration/License Number: MA 01062, US CA 94538 Florence, MA 01062 24 St Martin Dr Marlborough, MA 01752 This Home Improvement Agreement(this "Agreement") is between Tesla, Inc. ("Tesla", "we" or"Contractor") and you ("Customer")for the work described below (the"Work") at your home (the "Property" or your"Home"). The parties agree as follows: KEY TERMS AND CONDITIONS 1. DESCRIPTION OF THE WORK AND DESCRIPTION OF THE SIGNIFICANT MATERIALS TO BE USED. Tesla will temporarily remove the Tesla-installed solar panel system (the "System") and reinstall the System after completion of the Customer-initiated roof work. (i) Tesla to remove the System from rooftop. (ii) Tesla may choose not to remove the pucks installed into the roof if their removal would cause damage to the roof. Customer's roofer will then be responsible for removing the pucks. (iii) Customer to provide on-site storage for removed System for duration of time needed for roofer coordination. (iv) Non-Tesla roofer to repair/replace existing roof under location of System (not part of Tesla Work). (v) Non-Tesla roofer must re-install the same roofing material and coordinate the flashing process with Tesla. The roof warranty is held by the roofing company. If a different roofing material is to be used under location of the System, the non-Tesla roofer must have prior written approval from Tesla. (vi) Non-Tesla roofer to prepare roof for re-installation of System (not part of Tesla Work). (vii) Tesla to reinstall the full System on rooftop and re-commission System to working order. 2. CONTRACT PRICE. The Contract Price for the Work is$f499.001. The Contract Price is subject to any change orders agreed to in writing by both parties. 3. WORK TIMELINE. Tesla will perform the Work within a reasonable amount of time after we sign this Agreement but no later than six (6) months from the date of this Agreement, which shall be of the essence. When Tesla completes the Work described above, then substantial completion of the Work to be performed under this Agreement shall have occurred: Approximate Start Date: 3 months from the date of this Agreement Approximate Completion Date: 6 months from the date of this Agreement, contingent on roofer's timeline This performance timeline is an estimate and may be adjusted as provided in this Agreement, including delays due to late payments or unforeseen conditions. 4. SCHEDULE OF PAYMENTS. 6569 Las Vegas Blvd. S., Las Vegas, NV 89119 1888.765.2489 I tesla.com Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 PAYMENT TIMING AMOUNT NOTES Total Due at $[499.00] Includes any applicable sales tax relocation/alteration (CUSTOMER'S INITIALS) ,ii 5. The pricing in this Agreement is valid for 30 days after 3/16/2022. If you don't sign this Agreement and return it to us on or prior to 30 days after 3/16/2022, Tesla reserves the right to reject this Agreement unless you agree to our then current pricing. 6. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY OR FIFTH BUSINESS DAY (CA CUSTOMERS ONLY)AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. Customer's Name: Debra M Vacchelli Signature: Dehm gl66hea/ Debra Vac,hehi(Apr 5,9099 18'.59 EDT) Date: Apr 5, 2022 Customer's Name: Anthony A Vacchelli :Si nature Y Signature: Va<c elli(Apr S]0311900 EDTI Date: Apr 5, 2022 Home Improvement Agreement Tesla, Inc. VA Name: Yaron Klein Title:VP, Financial Services&Treasurer Date: 3/16/2022 Home Improvement Agreement,version 6.0, January 1, 2021 Testa, Inc. 730033 You are entitled to a completely filled in copy of this Agreement, signed by both you and the Contractor, before any work may be started. GENERAL TERMS AND CONDITIONS Note about Extra Work and Change Orders. Extra Work and Change Orders become part of the contract once the order is prepared in writing and signed by 1. CHANGES, PERMITS, REBATES, INCENTIVES the parties prior to commencement of any work Any changes to the Work will be documented in a covered by the new change order. The order must written amendment to this Agreement signed by both describe (i) the scope of the Extra Work or change, (ii) you and Tesla. the cost to be added or subtracted from the contract; You acknowledge that the equipment and materials and (iii) the effect the order will have on the schedule we will furnish and install are subject to cost of progress payments or the completion date. increases. We will hold the Contract Price for six (6) Notwithstanding this provision, the Contractor shall months after the date of this Agreement. After six (6) have the right to substitute equipment without months, if the cost of any equipment or material rises Customer's agreement, so long as that substitution by any unusual amount because of circumstances adds no extra cost to the project and does not beyond Tesla's control, including but not limited to materially affect the Work. The Contractor's failure to market price fluctuation or a site audit that reveals the need for additional materials or labor, then Tesla shall comply with the requirements of this paragraph does have the right to present you with a change order for not preclude the recovery of compensation for work the equipment with a new price. You will have the performed based on legal or equitable remedies right to accept or reject this new price and get your designed to prevent unjust enrichment. deposit, if any, back. If you do not accept the new price, Tesla shall have the right to terminate this 3. PROPERTY CONDITIONS Agreement and issue you a full refund, upon which You will be responsible for the structural integrity of the parties shall have no further obligations to one the location where the Work is installed, including another. structural or electrical modifications necessary to Tesla will obtain any necessary permits, at Tesla's prepare your Property for the Work. You agree that cost. Tesla shall not be responsible for delays in work Tesla is not responsible for any known or unknown due to the actions of any permitting and regulatory Property conditions. agencies or their employees. You will pay Tesla for 4. EXISTING CONDITIONS any taxes or assessments required by federal, state or local governments or related regulatory agencies or Tesla is not responsible and bears no liability for the utilities. malfunctioning of existing electrical equipment at the Property, including but not limited to the main 2. SCHEDULE OF PROGRESS PAYMENTS electrical service panel, any major electrical devices, The schedule of progress payments (see Key Terms or any other fuses or similar devices. and Conditions cover sheet) must specifically describe each phase of work, including the type and amount of 5. COST OR DELAY DUE TO UNFORESEEN work or services scheduled to be supplied in each CONDITIONS phase, along with the amount of each proposed Tesla is not responsible for failures, delays or progress payment. IT IS AGAINST THE LAW FOR A expenses related to unanticipated, unusual, or CONTRACTOR TO COLLECT PAYMENT FOR unforeseen conditions at the Property arising out of WORK NOT YET COMPLETED, OR FOR conditions beyond Tesla's reasonable control (all of MATERIALS NOT YET DELIVERED. HOWEVER, A which shall be considered "Force Majeure Events"). CONTRACTOR MAY REQUIRE A DOWNPAYMENT. Performance times under this Agreement will be Customer may, at its discretion, issue payment to considered a tended for a period of time equivalent to Contractor via joint check with any of Contractor's the time lost Oue to such conditions. If Tesla subcontractors or suppliers. discovers unforeseen conditions requiring additional cost, then Tesla shall present such costs to you and get your written approval before beginning or Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 continuing performance. Failure to provide such applicable law for that portion of the work for which approval may result in Tesla exercising its rights payment has been made. Please see Exhibit 3 for pursuant to Section 8 of this Agreement. applicable lien notices and warnings required by law. 6. PROPERTY ACCESS 11. TESLA'S INSURANCE You grant to Tesla and its employees, agents and a. Commercial General Liability Insurance (CGL). contractors the right to reasonably access all of the Tesla carries commercial general liability Property as necessary for the purposes of peforming insurance with coverage amounts that meet or the Work or making any additions to complete the exceed those required by law. Work. b. Workers' Compensation Insurance. 7. TITLE AND RISK OF LOSS Tesla carries workers' compensation insurance for Title to the Work shall transfer to you when we all employees in compliance with law. complete the Work. After delivery of the equipment and materials to your Property, other than damage 12. INDEMNIFICATION directly resulting from Tesla's actions, you bear risk of Both parties shall indemnify, defend and hold loss to the Work. Tesla retains all Tesla-owned harmless the other and its employees, officers, intellectual property rights on any of the equipment directors, agents and assigns from any and all third installed in your Work including, but not limited to, party claims, actions, costs, expenses (including patents, copyrights and trademarks and any data reasonable attorneys' fees and expenses), damages, generated by Tesla's monitoring system. liabilities, penalties, losses, obligations, demands and liens of any kind arising out of or relating to its failure 8. TERMINATION AND DEFAULT to perform its obligations under this Agreement. Tesla may terminate this Agreement, upon seven (7) Neither party shall be required to indemnify the other days written notice, for any material or non-material for its own negligence, willful misconduct or fraud. breach, for any failure of Customer to agree to an 13. GOVERNING LAW appropriate change order, for any failure of Customer to pay Tesla any amount due, for any bankruptcy or The laws of the state where your Home is located financial distress of Customer, or for any hindrance to shall govern this Agreement without giving effect to Tesla in the performance process. conflict of laws principles. 9. REMEDIES UPON CUSTOMER'S BREACH 14. ENTIRE AGREEMENT Without limiting any of Tesla's other rights and This Agreement contains the parties' entire agreement remedies, upon any breach by Customer, including regarding the Work. There are no other agreements any failure of Customer to pay Tesla any amount due, regarding this Agreement, either written or spoken. Tesla shall have the right to: (i) pursue a stop work Any change to this Agreement must be in writing and order at the Property; (ii) prevent any more work from signed by both parties. Only an authorized officer of being done at the Property until the breach is cured Tesla may execute any changes to this Agreement on and a bond is posted by the Customer for any behalf of Tesla. If any portion of this Agreement is amounts payable under this Agreement; (iii) recover determined to be unenforceable or invalid, the all amounts due under this Agreement for services remaining provisions shall be enforced in accordance provided through the date of termination including with their terms or shall be interpreted or re-written so interest(prime + 2% or such amount as allowed by as to make them enforceable. Provisions that should law); (iv) remove any Work materials or equipment reasonably be considered to survive termination of from the Property; and (v) any other legal remedies this Agreement shall survive. Tesla may assign or including but not limited to mechanics liens or similar subcontract any of its rights or obligations under this remedies. Agreement to any successor, partner or purchaser. 10. MECHANICS' LIEN RELEASES 15. WAIVER Upon satisfactory payment for any portion of the work Any delay or failure of a party to enforce any of the performed, Tesla shall, prior to any further payment, provisions of this Agreement, including but not limited furnish to Customer a full and unconditional release to any remedies listed in this Agreement, or to require from any claim or mechanics' lien pursuant to performance by the other party of any of the Home Improvement Agreement,version 6.0,January 1,2021 Tesla,Inc. 730033 provisions of this Agreement, shall not be construed to stating your name, product, and intent to opt out of the (i) be a waiver of such provisions or a party's right to arbitration provision. If you do not opt out, this enforce that provision; or(ii) affect the validity of this agreement to arbitrate overrides any different Agreement. arbitration agreement between us, including any 16. [RESERVED] arbitration agreement in a lease or finance contract. 17. PRIVACY 19. LIMITED WARRANTY The Tesla Customer Privacy Policy TESLA WARRANTS THAT THE WORK WILL BE (www.tesla.com/legal) is part of this Agreement. PERFORMED IN A GOOD AND WORKMANLIKE MANNER, FREE OF DEFECTS, FOR A PERIOD OF 18. AGREEMENT TO ARBITRATE ONE (1) YEAR AFTER COMPLETION OF THE Please carefully read this provision, which applies to WORK. THERE ARE NO OTHER any dispute between you and Tesla, Inc. and its REPRESENTATIONS OR WARRANTIES, EXPRESS affiliates (together"Tesla"). OR IMPLIED, AS TO THE MERCHANTABILITY, FITNESS FOR ANY PURPOSE, CONDITION, If you have a concern or dispute, please send a DESIGN, CAPACITY, SUITABILITY OR written notice describing it and your desired resolution PERFORMANCE OF THE WORK. UPON RECEIPT to resolutions@tesla.com. OF PAYMENT IN FULL UNDER THIS AGREEMENT If not resolved within 60 days, you agree that any ALL WARRANTIES THAT ARE PROVIDED BY dispute arising out of or relating to any aspect of the MANUFACTURERS OF EQUIPMENT USED IN THE relationship between you and Tesla will not be WORK WILL BE TRANSFERRED DIRECTLY TO decided by a judge or jury but instead by a single YOU. YOU UNDERSTAND THAT TESLA HAS NO arbitrator in an arbitration administered by the RESPONSIBILITY WITH RESPECT TO SUCH American Arbitration Association (AAA) under its WARRANTIES OTHER THAN TO TRANSFER THEM Consumer Arbitration Rules. This includes claims TO YOU. arising before this Agreement, such as claims related 20. LIMITATION OF LIABILITY. to statements about our products. a. No Consequential Damages. EACH PARTY'S We will pay all AAA fees for any arbitration, which will LIABILITY TO THE OTHER UNDER THIS be held in the city or county of your residence. To AGREEMENT SHALL BE LIMITED TO DIRECT, learn more about the Rules and how to begin an ACTUAL DAMAGES ONLY. WE BOTH AGREE arbitration, you may call any AAA office or go to THAT IN NO EVENT SHALL EITHER PARTY BE www.adr.org. LIABLE TO THE OTHER FOR The arbitrator may only resolve disputes between you CONSEQUENTIAL, INCIDENTAL, PUNITIVE, and Tesla, and may not consolidate claims without the EXEMPLARY, SPECIAL OR INDIRECT consent of all parties. The arbitrator cannot hear class DAMAGES. or representative claims or requests for relief on behalf b. Actual Damages. Neither party's liability to the of others purchasing or leasing Tesla products. In other will exceed $2,000,000, including without other words, you and Tesla may bring claims against limitation, damages to your Home or Property the other only in your or its individual capacity and not during the performance of the Work or resulting as a plaintiff or class member in any class or from the Work. representative action. If a court or arbitrator decides EXCEPTING THE OTHER PROVISIONS UNDER that any part of this agreement to arbitrate cannot be THIS HEADING, TESLA DISCLAIMS AND enforced as to a particular claim for relief or remedy (such as injunctive or declaratory relief), then that CUSTOMER WAIVES ALL EXPRESS OR IMPLIED claim or remedy (and only that claim or remedy) shall WARRANTIES INCLUDING (WITHOUT LIMITATION) be severed and must be brought in court and any ANY IMPLIED WARRANTIES OF other claims must be arbitrated. MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. TESLA SHALL NOT BE If you prefer, you may instead take an individual LIABLE TO CUSTOMER UNDER THIS WARRANTY dispute to small claims court. IF AN ALLEGED DEFECT IN ANY WORK OR You may opt out of arbitration within 30 days after EQUIPMENT WAS CAUSED BY CUSTOMER'S OR signing this Agreement by sending a letter to: Tesla, ANY THIRD PERSON'S (FOR WHOM TESLA IS NOT Inc.; P.O. Box 15430; Fremont, CA 94539-7970, RESPONSIBLE AS PROVIDED HEREIN) MISUSE, NEGLECT, UNAUTHORIZED ATTEMPTS TO Home Improvement Agreement,version 6.0,January 1,2021 Testa, Inc. 730033 • REPAIR, OR ANY OTHER CAUSE BEYOND THE NO COST AT ANY TIME PRIOR TO RANGE OF THE INTENDED USE, OR BY PERFORMANCE OF THE WORK, BUT IN NO ACCIDENT, FIRE, LIGHTNING OR OTHER EVENT LATER THAN 5 P.M. OF THE 14th HAZARD. CALENDAR DAY AFTER YOU SIGN THIS AGREEMENT.] 21. NOTICE REGARDING PERFORMANCE AND PAYMENT BONDS 23. List of documents to be incorporated into the contract. The owner or tenant in a home improvement contract has the right to require the contractor to have a • Exhibit 1: performance and payment bond. Notice of Cancellation (3 Day Right to Cancel) • Exhibit 2: 22. ADDITIONAL RIGHT TO CANCEL [RESERVED] IN ADDITION TO THE STATUTORY THREE DAY • Exhibit 3: OR FIVE DAY (CA CUSTOMERS ONLY) RIGHT TO State Specific Provisions CANCEL YOU HAVE UNDER THIS AGREEMENT, YOU MAY ALSO CANCEL THIS AGREEMENT AT Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 EXHIBIT 1 (TESLA COPY) NOTICE OF CANCELLATION STATUTORILY-REQUIRED LANGUAGE Notice of Cancellation Date of Transaction: The date you signed the Agreement. You may CANCEL this transaction, without any penalty or obligation, within THREE BUSINESS DAYS OR FIVE BUSINESS DAYS (CA CUSTOMERS ONLY)from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale and any negotiable instrument executed by you will be returned within TEN DAYS following receipt by the seller (Tesla) of your cancellation notice, and any security interest arising out of the transaction will be canceled. If you cancel, you must make available to the seller (Tesla) at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may, if you wish, comply with the instructions of the seller (Tesla) regarding the return shipment of the goods at the seller's (Tesla's) expense and risk. If you do make the goods available to the seller (Tesla) and the seller(Tesla) does not pick them up within 20 days of the date of your notice of cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller(Tesla), or if you agree to return the goods to the seller(Tesla) and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice, or any other written notice to Tesla, Document Receiving, 6569 Las Vegas Blvd. S., Unit 200, Las Vegas, NV 89119 NO LATER THAN MIDNIGHT of the date that is THREE BUSINESS DAYS OR FIVE BUSINESS DAYS (CA CUSTOMERS ONLY) from the date you signed the Agreement. I, Debra M Vacchelli, hereby cancel this transaction on [Date]. Customer's Signature: Customer's Signature: Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 EXHIBIT 1 (CUSTOMER COPY) NOTICE OF CANCELLATION STATUTORILY-REQUIRED LANGUAGE Notice of Cancellation Date of Transaction: The date you signed the Agreement. You may CANCEL this transaction, without any penalty or obligation, within THREE BUSINESS DAYS OR FIVE BUSINESS DAYS (CA CUSTOMERS ONLY) from the above date. If you cancel, any property traded in, any payments made by you under the contract or sale and any negotiable instrument executed by you will be returned within TEN DAYS following receipt by the seller(Tesla) of your cancellation notice, and any security interest arising out of the transaction will be canceled. If you cancel, you must make available to the seller (Tesla) at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale, or you may, if you wish, comply with the instructions of the seller (Tesla) regarding the return shipment of the goods at the seller's (Tesla's) expense and risk. If you do make the goods available to the seller(Tesla) and the seller(Tesla) does not pick them up within 20 days of the date of your notice of cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller(Tesla), or if you agree to return the goods to the seller (Tesla) and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice, or any other written notice to Tesla, Document Receiving, 6569 Las Vegas Blvd. S., Unit 200, Las Vegas, NV 89119 NO LATER THAN MIDNIGHT of the date that is THREE BUSINESS DAYS OR FIVE BUSINESS DAYS (CA CUSTOMERS ONLY) from the date you signed the Agreement. I, Debra M Vacchelli, hereby cancel this transaction on [Date]. Customer's Signature: Customer's Signature: Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 EXHIBIT 2 [RESERVED] Home Improvement Agreement,version 6.0,January 1,2021 Tesla,Inc. 730033 EXHIBIT 3 STATE SPECIFIC PROVISIONS MASSACHUSETTS CONTRACTOR LICENSING INFORMATION: All contractors and subcontractors must be registered by the Director of Massachusetts' Office of Consumer Affairs and Business Regulation and that any inquiries about a contractor or subcontractor relating to a registration should be directed to the Director. MASSACHUSETTS NOTICE TO BUYERS: You have warranties and rights under Massachusetts General Law Chapter 142A. Tesla hereby makes such warranties and nothing in this Agreement waives your rights under Massachusetts General Law Chapter 142A. Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 [THIS PAGE INTENTIONALLY LEFT BLANK] Home Improvement Agreement,version 6.0,January 1,2021 Tesla, Inc. 730033 Version#43.7 S • is oiarCity April 22, 2015 N OF _as Project/Job # 010868 S RE: CERTIFICATION LETTER - 4. Project: Vacchelli Residence C.) 511 511 Sylvester Rd POLE 45 \ ,. Florence, MA 01062 To Whom It May Concern, , 4/22/2015 A jobsite survey of the existing framing system was performed by a site survey team from SolarOty. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 90 mph, Exposure Category C - Ground Snow Load =40 psf - MP1A&B: Roof DL = 13 psf, Roof LL/SL = 21.6 psf(Non-PV Areas), Roof LL/SL = 21.6 psf(PV Areas) - MP1C-LOWER: Roof DL = 10 psf, Roof LL/SL = 21.6 psf(Non-PV Areas), Roof LL/SL = 21.6 psf(PV Areas) - MP1C-UPPER: Roof DL = 9 psf, Roof LL/SL = 21.6 psf(Non-PV Areas), Roof LL/SL = 21.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Nick Gordon, P.E. Professional Engineer Digitally signed by Nick Gordon T: 888.765.2489 x58391 Date:2015.04.22 15:38:23-07'00' email: ngordon@solarcity.com 3055 Ctearv:ev,Way San Mateo.CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity-com 04.22.2015 Version #43.7 ��.,,SO�a�C�t PV System Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Vacchelli Residence AHJ:'; Northampton Job Number: 010868 1 Building Code: MA Res. Code, 8th Edition Customer Name: Vacchelli,Tony And Debbie Based On: IRC 2009/ IBC 2009 Address: 511 Sylvester Rd POLE 45 ASCE Code: ASCE 7-05 City/State: Florence, MA Risk Category: II Zip Code 01062 Upgrades Req'd? No Latitude/ Longitude: 42.327042 -72.718748 Stamp Req'd? Yes SC Office: Springfield PV Designer: David Caropresi Calculations: Grady Koupal EOR: Nick Gordon, P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 0.4g and Seismic Design Category (SDC) = B < D 1 2-MILE VICINITY MAP (0� { • • it , 11: f I � « ' a. p' •`�f L� .1.'v L% I r'1 /♦ s LP /� iv ?` G . o mon aetth of Massachusetts EOEA .S. oC? :o•ic. urve . USDA Farm Service A•enc 511 Sylvester Rd POLE 45, Florence, MA 01062 Latitude: 42.327042, Longitude: -72.718748, Exposure Category: C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1A&B Member Properties Summary MP1A&B Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Properties Span 1 9.73 ft Actual D 7.25" Number of Spans(w/o Overhang) 2 Span 2 4.00 ft Nominal Yes Roofing Material Comp Roof Span 3 _ A 10.88 in.^2 _ Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes Span 5 I„ 47.63 in.^4 Board Sheathing None Total Span 14.72 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.33 ft _ Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.58 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Fb 875 psi Rafter Spacing 24" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emir, 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.41 18.4 psf 18.4 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL1'2 40.0 psf x 0.54 I x 0.54 21.6 psf 21.6 psf Total Load (Governing LC) TL 40.0 psf 44.2 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7 [Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)pg; Ce=0.9,Ct=1.1, IS=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 44 psi 1.0 ft. 155 psi 0.28 Bending (+) Stress _597 psi 5.1 ft. 1389 psi 0.43 Bending (-) Stress -697 psi 10.7 ft. -1389 psi 0.50 (Governs) Total Load Deflection 0.28 in. I L/590 5.4 ft. 0.92 in. I L/180 0.31 LOAD ITEMIZATION - MP1A&B PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP1A&B Existing Roofing Material Comp Roof ( 2 Layers ) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in. O.C. 1.5 psf Vaulted Ceiling Yes 3.0 psf Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 13 psf(MP1A&B) 13.0 psf Reduced Roof LL _ Non-PV Areas Value ASCE 7-05 Roof Live Load Ld 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction R1 1 Section 4.9 Sloped Roof Reduction R2 0.6 Section 4.9 Reduced Roof Live Load Lr Lr= Lo (R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 12 psf(MP1A&B) 12.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 45° Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Fully Exposed Table 7-2 Snow Thermal Factor Ct Structures kept just above freezing Table 7-3 Minimum Flat Roof Snow Load (w/ Pf-m" 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pr Pf = 0.7 (Ce) (CO (I) pg; pf > pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof Cs_roofAll Other Surfaces Figure 7-2 Design Roof Snow Load Over _ Ps-roof= (Cs-root) Pt ASCE Eq: 7.4-1 Ps-roof Surrounding Roof 21.5 psf 54% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p All Other0.8 Surfaces Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv) Pt ASCE Eq: 7.4-1 Ps -pv s-P" 21.5 psf 54% CALCULATION OF DESIGN WIND LOADS - MP1A&B Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 45° Rafter Spacing 24" O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor _ I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd) (VA2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient (Up) GCp(Up) -0.95 Fig. 6-11B/C/D-14A/B, Ext. Pressure Coefficient(Down) GCp(Down) - - 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCS,) Equation 6-22 Wind Pressure Up P(up) -15.8 psf Wind Pressure Down Prdown) 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -315 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1C-LOWER Member Properties Summary MP1C-LOWER Horizontal Member Spans Rafter Properties Overhang 0.99 ft Actual W 1.50" Roof System Properties Span 1 9.50 ft _ Actual D 7.25" Number of Spans(w/o Overhang) I Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.^3 Plywood Sheathing Yes Span 5 I„ 47.63 in.^4 Board Sheathing None Total Span 10.49 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.49 ft Wood Grade #2 Rafter Slope _ 45° PV 2 Start Fb 875 psi Rafter Spacing 24" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.41 14.1 psf 14.1 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SLl'2 40.0 psf x 0.54 1 x 0.54 21.6 psf 21.6 psf Total Load(Governing LC) TL 35.7 psf 40.0 psf Notes: 1. ps = Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)p9; Ce=0.9, Ct=1.1, Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.45 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 45 psi 1.0 ft. 155 psi 0.29 Bending (+)Stress 792 psi 5.8 ft. - 1389 psi 0.57 (Governs) Bending (-) Stress -64 psi 1.0 ft. -630 psi 0.10 Total Load Deflection 0.42 in. I L/385 5.8 ft. 1.34 in. I L/120 0.31 LOAD ITEMIZATION - MP1C-LOWER PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP1C-LOWER Existing Roofing Material Comp Roof ( 2 Layers ) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 8 @ 24 in. O.C. 1.5 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 10 psf(MP1C-LOWER) 10.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction R2 0.6 Section 4.9 Reduced Roof Live Load Lr Lr= L.(RI) (R2) Equation 4-2 Reduced Roof Live Load Lr 12 psf(MP1C-LOWER) 12.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 45° Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Fully Exposed9 Table 7-2 0.Snow Thermal Factor Structures kept just above freezing Table 7-3 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pr-min 28.0 psf 7.3.4&7.10 Flat Roof Snow Load Pf Pf = 0.7 (Ce) (Ct) (I) pg; Pt >_ pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof All Other Surfaces Surface Condition of Surrounding Roof Cs-roof 0.8 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps-root 21.5 psf 54% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs_p„ All Other 0.Surfaces g Fi ure72 Design Snow Load Over PV Ps-pv= (Cs-pv) Pf ASCE Eq: 7.4-1 Modules Ps-pv 21.5 psf 54% CALCULATION OF DESIGN WIND LOADS - MP1C-LOWER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 45° Rafter Spacing 24" O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 'Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt) (Kd)(V^2) (I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Pcup) -15.8 psf Wind Pressure Down PrdownI 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -315 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1C-UPPER Member Properties Summary MP1C-UPPER Horizontal Member Spans Rafter Properties Overhang Actual W 1.50" Roof System Properties Span 1 4.00 ft Actual D 3.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 5.25 in.^2 Re-Roof No Span 4 Sx 3.06 in.^3 Plywood Sheathing Yes Span 5 I. 5.36 in.^4 Board Sheathing None Total Span 4.00 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.01 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 3.00 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Fb _ 875 psi _ Rafter Spacing 24"O.C. PV 2 End _ F„ 135 psi Top Lat Bracing Full PV 3 Start - E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.41 12.7 psf 12.7 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL1'2 40.0 psf x 0.54 I x 0.54 21.6 psf 21.6 psf Total Load(Governing LC) TL 34.3 psf 38.6 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)p9; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summary (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D + S 1.15 1.00 0.95 1.5 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 26 psi 155 psi 0.17 Bending (+)Stress 596 psi 2.0 ft. 1736 psi 0.34 (Governs) Bending (-) Stress 0 psi -1655 psi 0.00 Total Load Deflection 0.12 in. I L/582 2.0 ft. 0.57 in. I L/120 0.21 LOAD ITEMIZATION - MP1C-UPPER PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP1C-UPPER Existing Roofing Material Comp Roof ( 2 Layers ) 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf(MP1C-UPPER) 9.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 12/12 Tributary Area Reduction R, 1 Section 4.9 Sloped Roof Reduction R2 0.6 Section 4.9 Reduced Roof Live Load Lr Lr= Lo (RI) (R2) Equation 4-2 _ Reduced Roof Live Load Lr 12 psf(MP1C-UPPER) 12.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 45° Horiz. Distance from Eve to Ridge W 20.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Fully Exposed 0.9 Table 7-2 Snow Thermal Factor Structures kept ji just above freezing Table 7-3 1 Minimum Flat Roof Snow Load (w/ pf-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pf= 0.7 (Ce) (CO (I) pg; pf >_ pf-min Eq: 7.3-1 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Roof CS-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pi ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 21.5 psf 54% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_pv All Other Surfaces 0.8 Figure 7-2 Design Snow Load Over PV Ps-pv = (Cs-pv)Pf ASCE Eq: 7.4-1 Ps-pv s-pv 21.5 psf 54% CALCULATION OF DESIGN WIND LOADS - MP1C-UPPER Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 45° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz) (Kzt)(Kd) (V^2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient (Up) GC,, (Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GCp(Down) _ 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC,) Equation 6-22 Wind Pressure Up P(m) -15.8 psf Wind Pressure Down Praown) 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -284 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -315 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 63.1% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VocVmp VOLTAGE AT OPEN VOLTAGE AT MAX PCIIRCUIT OWER VICINITY MAP INDEX W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT .. 'NI' t PV2 PROPERTY PLAN yiter, 6: PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES .F .r , � ' PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION • ir, ��: A • Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH y �+ THE 2014 NATIONAL ELECTRIC CODE INCLUDING ' ""F '�° MASSACHUSETTS AMENDMENTS. y Y ��� ' �JrY �Cr.. `L;;;;1 - '. - --' ` ��I :f -...�` , 4. ` 9 MODULE GROUNDING METHOD: ZEP SOLAR ��. t = — ' r,� , •- '1 fa,- rip. REV BY DATE COMMENTS AHJ: Northampton w �( ..1 °�- � R' `"''-" ,jr «4 " s.'!'�i i' i REV A NAME DATE COMMENTS • J w.rF . . x . UTILITY: National Grid USA (Massachusetts Electric) �+ S *L`. ' ,_ , tiIse s� je U.S.J B-010868 0 0 PRE}ISE OVER: GeologicarSurvey, USDA Farm S- e Agency = _ . . CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: VACCHELLI, TONY AND DEBBIE �_'!, CONTAINED SHALL NOT BE USED FOR NE VACCHELLI RESIDENCE David Caropresi BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTE : p � SO�a�City NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY it PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: FLORENCE, MA 01062 TMK OWNER:* ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF NE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 RA: * 24 St. Martin Drive, Balding2.Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET REV DATE T: (650)638-1028 MA( 50)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A—US002SNR2 4137273143 COVER SHEET PV 1 4/22/2015 (888)-sa-alY(765-2489) www.slarcity.com Cr CD 1n CD (E) DRIVEWAY Q O r— -P Cln PROPERTY PLAN Scale:1" = 20'-0' 0 20' 40' W CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-010 8 6 8 00 PREMISE OWNER: DESCRIPBON: DESIGN: V4% CONTAINED SHALL NOT BE USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi 44,SoIarCityBENEFIT N A NOR SHALL IT BE DISCLOSED IN WHOLE INC.,OLE OR Com IN MOUNTING SYSTEM 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY /PI: PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION MODULES FLORENCE, MA 01062 MATH MOD THE SALE AND USE OF NE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. 'SOT 4137273143 PV 2 4 22 2015 (B88>-SO�L,aly765-2489)6irwMsd rlcnycam SOLAREDGE # SE7600A—US002SNR2 PROPERTY PLAN / / PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL:Comp Shingle STORY: 2 Stories ■ ■ ■ 0OF ---\0,, v ,gry., \ ., ' LEGEND O 0 0 0 0 0 0 G ��► GI0 o I o o f o 0 o c MAL 4/22/2015 0 (E) UTILITY METER & WARNING LABEL I I Digitally signed by ®— 0 0 0 0 - • o -e 0 INVERTER W/ INTEGRATED DC DISCO AC Nick Gordon & WARNING LABELS H-i 4 o I o MP1B a l 0 0 0 • 0 o Date: 2015.04.22 oc . - Io 0 0 o i o 0 0 0 15:40:12 -07'00' I---I DC DISCONNECT & WARNING LABELS Lri 0 , �IP1A % Do ) : o 0 0- o Mil' o o �� AC DISCONNECT & WARNING LABELS Q O DC JUNCTION/COMBINER BOX & LABELS A S 'RUC IU B 1 SIRUCIURE CD cD _ CHANGE CHANGE OD DISTRIBUTION PANEL & LABELS (E) DRIVEWAY Lc a_ LOAD CENTER & WARNING LABELS oO DEDICATED PV SYSTEM METER m Front Of House 0 STANDOFF LOCATIONS 4. ci-i — CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r,=-1 I\ `i INTERIOR EQUIPMENT IS DASHED L_•J SITE PLAN N Scale: 1/8" = 1' W `I E 01' 8' 16' •+ ■�-�� S CONFIDENTIAL - THE INFORMATION HERON TDB NUMBER: J B-010868 00 PREMISE OWNER: DESCRIPTION: DESIGN:TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi , CONTAINED SHALL NOT USED FOR THE VACCHELLI, `��!�SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY ',r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs FLO R E N C E MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 St Martin Drive,Building 5 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN TER. PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARg1Y INC. T: (650)638-1028 F: (650)638-1029 SOLAREDGE # SE7600A-US002SNR2 4137273143 SITE PLAN PV 3 4/22/2015 (888)-Sa-CITY(765-2489) .,n.solarcity.cam 01k (E) 2x4 (E) 2x4 / (E) 2x6 // 0 (N) 2X4 LATERAL BRACE CONTINUOUS 0ACROSS MPiC COLLAR TIE / OD 00o A04/1" ./e III (0E) LBW (E) LBW (E) LBW Q•Z►3 . 4",SIDE VIEW OF MP1A NTs B SIDE VIEW OF MP1B NTS C SIDE VIEW OF MP1C NTS 1. ��•, .114 / it' MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1C X-SPACING X-CANTILEVER 20" PORTRAIT 48" 20" Y-SPACING.V-CANTILEVER NOTES \ LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" PORTRAIT 48" � / ROOF AZI 192 PITCH 45ROOF AZI 192 PITCH 45 \ RAFTER 2x8 @ 24°OC ROOF AZI 192 PITCH 45 STORIES:2 RAI-I tit 2x8 @ 24"OC ARRAY AZI 192 PITCH 45 STORIES:2 RAFTER 2x8 @ 24"OC ARRAY AZI 192 PITCH 45 STORIES:2 r: 17V4",. ARRAY AZI 192 PITCH 45 C.J. 2x10 @24"OC Comp Shingle C.J. 2x10 @24"OC Comp Shingle 14/22/2015 Comp Shingle BACKSIDE OF MP1 RAFTER (E) COLLAR TIE PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER r ( V )( r & FENDER WASHERS LOCATE RAFTER, MARK HOLE (E) ROOF MATERIAL ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH (4) (`) POLYURETHANE SEALANT. • ZEP COMP MOUNT C ZEP FLASHING C 4141- IIIIIIrr.?1 ) INSERT FLASHING. (N) LATERAL BRACING NAILED —). -.' (E) COMP. SHINGLE -'l 4 PLACE MOUNT. TO (E) COLLAR TIE WITH (2) 10d COMMON NAILS — LAP TO G1MMENSURE CONTINUOUS BRACING k /1 J (E) ROOF DECKING (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. MP1 RAFTER r STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH (E) ROOF MATERIAL WITH SEALING WASHER C BOLT Sc WASHERS. (2-1/2" EMBED, MIN) 0 NEW LATERAL BRACE ON COLLAR TIE TOP VIEW (E) RAFTER STANDOFF NTS 5 1 Scale: 1 1/2" = 1' J B-010868 00 PREP OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE IN BE USED RHE REIN JOB NUMBER David Caropresi le::4501arCitY CONTAINED SHALL NOT BE USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE PBENEFIT OF ANYONE EXCEPT SOLAROTY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES FLORENCE, MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH24 St Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 4137273143 PV 4 a 22 2015 (650)�3>;-'°28 F: (650)638-1029 SOLAREDGE # SE7600A—US002SNR2 STRUCTURAL VIEWS / / ( )-sa-aTM(765-2489) www.solarcnr•com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Cutler-Hammer Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE I SE7600A-US002SNR LABEL: A -(33)TRINA SOLAR TSM-260PD05.18 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:96806823 Inverter; 7600W, 240V, 97.5% w/Unifed Disco and ZB, RGM, AFC' PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL �E) 200A/2P MAIN CIRCUIT BREAKER SolarCity Inverter 1 (E) WIRING CUTLER-HAMMER il200A/2P Disconnect 0SOLAREDGE A QDC+ • SE7600A-US002SNR2 AI DC- b MP 1: 1x16 (E) LOADS B ki EGC • R� n .- �_ L, I 24'V I r - - �_ L2 DC+ I ID ID . • N �� ,DG I 2 I 40A/2PGND EGC/ DC+ I m • A ----��� DEC 'Q DG • • MP 1: 1x17 9 I I GND I EGC -- -_-_ G t / -- ' I v N (1)Conduit Kit; 3/4" EMT - h' EGCIGEC v - T o I 1 1 GEC l `- T- 1 TO 120/240V I I SINGLE PHASE I I UTIUTY SERVICE II I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED MTH RAPID SHUTDOWN VOC* = MAX VOC AT MIN TEMP POI-(1)CUILER-HAMM #BR240 PV BACKFEED BREAKER B -(1)CUTLER-HAMMER /10 UR8 ^ A (1)SdarCity/4 STRING JUNC110N BOX D Breaker 40A 2P, 2 Spaces Disconnect; 60A, 24OVoc, Non-Fusible, NEMA 3R AC 2x2 NIG4s, UNFUSED, GROUNDED -(2)Ground Rod; 5/8" x 8', Copper -(1)CUTLER-HAMMER DG100NB Ground/Neutral Kit; 60-100A, General Duty(DG) PV -(33)SOLAREDGE rP300-2NA4AZS PowerBox optimizer, 300W, H4, DC to DC, ZEP Gnd (1)AWG 116, Solid Bare Copper -(1)Ground Rod; 5/8"x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG #8 1HWN-2, Black (1)AWG /10, THWN-2, Block Voc* =500 VDC Isc =15 ADC (2 AWG #10, PV MFre,600V, Block Voc* =500 VDC Isc =15 ADC O (1)AWG #B, THWN-2, Red O (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=12.46 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC III���1-(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 MC IIL..LLL(1)AWG WNAWG #10, THWN-2, Green EGC . . . . . -(1)AWG #8,.THWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4' EMT (1 AWG #10, TH -2. Block Voc* =500 VDC Isc =15 ADC �'(2)AWG #10, PV Wire,600V, Block Voc* =500 VDC Isc =15 ADC ® (1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=11.73 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=12.46 ADC (1)AWG #10, THWNN-2, Green EGC LJ CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-010 8 6 8 00 PREMISE OWNER: DESCRIPTION: DESIGN: Nei, CONTAINED SHALL NOT BE USED FOR THE VACCHELLI, TONY AND DEBBIE VACCHELLI RESIDENCE David Caropresi �_ SO�a�C�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 1$ NOR RRT SHALL ITTO ERs DISCLOSED ISCLOOOUTSIDE D IN RECIPIENTS OMOLE IN Comp Mount Type C 511 SYLVESTER RD POLE 45 8.58 KW PV ARRAY ��� • ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES FLORENCE, MA 01062 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-260PD05.18 24 St. Martin, Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 01752 INVtI?TER PAGE NAME SHEET: REV: DATE MT: (650)6 F:a38-1028, A(650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE7600A-US002SNR2 4137273143 THREE LINE DIAGRAM PV 6 4/22/2015 (868)-sa-CITY(765-2489) www.solarcitycam WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: Per Code: Per Code: ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD NEC 690.31.G.3 NEC 690.17.E NEC 690.35F DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ( ) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN DC (INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS PHOTOVOLTAIC DC ( ) IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER- (DC) (INV) INTERCONNECTION Per Code: POINT CURRENT(Imp)_` WARNING.ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 Per Code: HAZARD. DO NOT TOUCH MAXIMUM POWER- POINT VOLTAGE(Vmp)_v NEC 690.53 TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT A DE ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC Label Location: OPERATING VOLTAGE v WARNING (DC) (INV) Per Code: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NEC 690.5(C) NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (P01) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64.6.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC) (CB) ELECTRICAL SHOCK HAZARD Per Code: Label Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D) (POI) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.6.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label Location: WARNING (P01) Per Code: Label Location: N✓ERN NEC 690.64.B.7 CONNN EECTTIONION PHOTOVOLTAIC AC (AC) (P01) DO NOT RELOCATE (AC): AC Disconnect DISCONNECT Per Code: THIS OVER CURRENT (C): Conduit C NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC (AC) (P01) (LC): Load Center OPERATING CURRENT _ _ Per Code: AX AC _ NEC 690.54 (M): Utility Meter OPERATING VOLTAGE (P01): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `%k44 3055 Qearvew Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED 4.- ■ San Mateo,CA 94402 EXCEPTIN VhIOLE INOCONNECTION IN PART TO OTHERS OUTSIDE IMTH THE SALE AND USE RECIPIENTS RESPECIIVE TION, Label Set v4 Lssa>so650)638-16028F:)6s www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SO f a rC' tSoIarCity ®pSolar Next-Level PV Mounting Technology SOl lty ®pSolar Next Level PV Mounting Technology Zep System Components for composition shingle roofs 9 1' _IL ,. f Up-roof (Igo 0. _ .._ r... ..4 .1 ................„..av ' around Zep Interlockw. , .,,n, .11111011166 - Leseting root _- i Y Zep Compatible PV Module e 4 // � Zep Groom Rod Attachment Anarillipisirt ......--- ., re .1.11 j il 41, 6,,n Description - • 0 • • PV mounting solution for composition shingle roofs 'r ��� ti �j�iy� coMPPt�O • Works with all Zep Compatible Modules •: '.-..o ..- \\� p,I �/ • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules • Auto bonding UL-tisted hardware creates structual and electrical bond - - ®LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Q •• Designed for pitched roofs Installs in portrait and landscape orientations ,�J �� ‘1& i] • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards �.\ f� • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 `, • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolaroom zepsotaroan Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Soer's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar - • • = W solar - • • z SolarEdge Power Optimizer N Module Add-On for North America — P300 / P350 / P400 SolarEdge Power Optimizer _.. P300 P350 ----P400 Module Add-On For North America I— (for 60-cellPf ,�.n�IIPv (,a96-ce11 PV 1.__ modules) 1 modules) P300 / P350 / P400 INPUT O Rated Input DC Power', 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc Maximum Short Circuit Current(Isc) 10 • Adc Maximum DC Input Current 12.5 Adc w Maximum Efficiency 99.5 % • Weighted Efficiency 98.8 % Overvoltage Category _ II OUTPUT DURING OPERATION(POWER OPTIMIZER CON NECTED TO OPERATING INVERTER) • CZ) 15Output Current 15 Adc Maximum Output Voltage 60 Vdc '4* 0— Safety OutputVoltageperOptimizerDISCONNECTED FROM INVERTER OR INVERTER OFF) • e� Sa Power 1 1 Vdc e OUTPUT STANDBY(POWER OPTIMIZER STANDARD COMPLIANCE '✓ EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 — Safety IEC62109-1(class II safety),UL1741 • - -, ROHS Yes _ INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc • ./ Dimensions xLx H) ; 141z212 x40.5/5.55 x 8.34 x 1.59 mm/in, Weight(including cables) I 950/2.1 gr/lb Input Connector MC4/Amphenol/Tyco .. Output Wire Type/Connector i Double Insulated;Amphenol Output Wire Length 0.95/3.0 . 1.2/3.9 m/ft Operating Temperature Range -00-♦85/-40-♦185 -C/'F Protection Rating IP65/NEMA4 •� ,.�.z-., Relative Humidity 0-100 % v, pUxnea SlC purer att.module.Module dup to f5%power tolerance allowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) ' Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us ...0000000,0000 THE 7kinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA M STC Imltallrll Peak Power Watts-Poor(Wp) 245 250 255 260 941• Power Output Tolerance-Poor(%) 0^+3 THE Trinamount o i Maximum Power Voltage-VMc(V) 29.9 30.3 30.5 8.50 BO% Maximum Power Current-low(A) 8.20 8.27 8.37 30.6 8.50 NAMEPLATE Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 38.2 0 `HTRLLIVilIG NOES Short Circuit Current-he(A) 8.75 8.79 8.88 9.00 NIE MODULE a Module Efficiency lm(%) 15.0 15.3 15.6 15.9 STC:Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according fo EN 60904-1. 0 b N b 0 ELECTRICAL DATA EP NOCT 60 CELL Maximum Power-Poor(Wp) 182 186 190 193 Maximum Power Voltage-VNsv(V) 27.6 28.0 28.1 28.3 MULTICRYSTALLINE MODULE 6Y63 GROUNDING HOLE Maximum Power Current-lorr(A) 6.59 6.65 6.74 6.84 A__ A WITH TRINAMOUNT FRAME /m,-DMINHOU Open Circuit Volage(V)-Vac(V) 35.1 35.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 - -I 812 tso I NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s. 245-260W PDO5.18 � Back View POWER OUTPUT RANGE MECHANICAL DATA I 1 t I Solar cells Multicrystalline 156 x 156 mm(6 inches) x Fast and simple to install through drop in mounting solution I ( ) Cell orientation 60 cells 6 x 10 15.9(�%J �� Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) I r Weight 21.3 kg(47.0 Ibs) MAXIMUM EFFICIENCY \r Glass 3.2mm(0.13 inches),High Transmission,AR Coated Tempered Gloss A-A Backsheet White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove J-Box IP 65 or IP 67 rated 0 +3% I-V CURVES OF PV MODULE(2415W) Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 10.m 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9.0---1000W/Fa2---- - Bm Fire Rating Type 2 Highly reliable due to stringent quality control <6W Boow/m • Over 30 in-house tests(UV,TC,HF,and many more) - 60OW/m As a leading global manufacturer • In-house testing goes well beyond certification requirements 4'° -400W/r - TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic am products,we believe close 2.^^ 200W/m+ \ Nominal Operating Cell 44°C(±2°C) Operational Temperature -40-+85°C 1 m,,-.,-, _X __ Temperature(NOCT) cooperation with our partners i - Maximum System 1000V DC(IEC) am,...___is critical to success. With local , Temperature Coefficient of Poo. -0.41%/°C Voltage 1000V DC(UL) O.m I0.`A 20.. 30.. 40.m presence around the globe,Trina is Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service Voltage(V) Certified to withstand challenging g in environmental Temperature Coefficient of Ise 0.05%/°C to each customer in each market and supplement our innovative, conditions reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually beneficial collaboration with 25 year Linear Power Warranty installers,developers,distributors (Please refer to product warranty for details) < and other partners as the - backbone of our shared success in CERTIFICATION driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY G l/Q�6 PACKAGING CONFIGURATION rn 10 Year Product Warranty•25 Year Linear Power Warranty O corm Modules per box:26 pieces S Trina Solar limited as r Modules per 40'container:728 pieces 3 www.trinasolar.com • ;,l00% it1 ISO Additional value from T -COMPLIANTr d90% nno$olOr's If on �tk" as w ne • 2 h S a s a1 Or tV Only CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. cpw4 55 ° #'"' n"^"�a� � ®2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet ore subject to W �,. Tr.nasolar O 809 „ ' ,Ikv. : ,. Tr,nasolar change without notice. g p f Smart Energy Together Years 5 10 15 20 25 Smart Energy Together e� •r� ■Trina standard THE Trinamount MODULE TSM-PD05.18 Mono Multi Solutions ,ttttl....tttt.. DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-PMsx(Wp( 250 255 260 265 . 941 Power Output Tolerance-Pr.xx(%) 0-+3 THE rinamount �� Maximum Power Voltage-V v(V) 30.3 30.5 30.6 30.8 IUNCOON 0 BOX Maximum Power Current-We.(A) 8.27 8.37 8.50 8.61 """E^"'E 'CA Circuit Voltage-you(V) 38.0 38.1 38.2 38.3 0 \v'nuEinG Ka Short Circuit Current-lsc(A) 8.79 8.88 9.00 9.10 MODULE Module ce10 Efficiency rim(%) ,Air 15.6 15.94-3 16.2 STC:Irradiance 1000 Wm',Cell Temperature 25°C,Air Mass AMI.S according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. 0 ,n e 1 e 0 ELECTRICAL DATA Q NOCT 60 CELL Maximum Power-Pk,.(Wp( 86 90 93 97 Maximum Power Voltage-V..(V) 28.0 28.1 28.3 28.4 MULTICRYSTALLINE MODULE Maximum Power Current-IMvr(A) 6.65 6.74 6.84 6.93 b613 GROUNDING 1XxF PD05.18 A. ? Open Circuit Voltage(V)-Voc(V) 35.2 35.3 35.4 35.5 /li-DMIN HOLE WITH TRINAMOUNT FRAME /'/�//J Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 812 1• �. NOCT:Irradiance of 800 W/m',Ambient Temperature 20°C.Wind Speed I m/s. 180 250-265W Back View MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156"156 mm(6 inches) Cell orientation 60 cells(6 a 10) Fast and simple to install through drop in mounting solution I Module dimensions 1650=992.40 mm(64.95 k 39.05 x 1.57 inches) 16.2% Weight 19.6 kg(43.121bs) O Glass 3.2 mm(0.13 inches).High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY Backsheet White A-A Frame Black Anodized Aluminium Alloy Good aesthetics for residential applications A J-Box IP 65 or IP 67 rated 0^/1 r Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), T J O 1200 mm(47.2 inches) I-V CURVES OF PV MODULE(260W) Connector H4 Amphenol POSITIVE POWER TOLERANCE moo q. 1000W rn' Fire Type UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control 4.00 CIP • Over 30 in-house tests(UV,TC, HF,and many more) 7.00 As a leading global manufacturer • In-house testing goes well beyond certification requirements g B00 TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant f 5.00 4m Nominal Operating Cell Operational Temperature -40-+85°C products,we believe close 44°C(±2°C) cooperation with our partners sro Temperature(NOCT) Maximum System 1000V DC(IEC) is critical to success. With local zoo -__-- Temperature Coefficient of P.ux -0.41%/°C Voltage 1000V DC(UL) presence around the globe,Trina is r.0o Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A able to provide exceptional service D.00 to each customer in each market Certified to withstand challenging environmental D to 20 30 40 50 Temperature Coefficient of Isc 0.05%/°C and supplement our innovative, conditions reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually CERTIFICATION beneficial collaboration with �� 25 year Linear Power Warranty installers,developers,distributors l ..p cc). • (Please refer to product warranty for details) and other partners as the �� M U8 backbone of our shared success in erk ISO driving Smart Energy Together. NEAR PERFORMANCE WARRANTY ... PACKAGING CONFIGURATION o EU-IDwEEE 2 COMPLIANT Modulesper box:26pieces z 10 Year Product Warranty•25 Year Linear Power Warranty w Tina Solar Limited Modules per 40'container:728 pieces www.trinasolar.com lion% Add! air a Hon oiue rr + 0 90% a�T�nO Sears u eor warren, , CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. toEV�rj. Trinasolar Tr,nasolar (15 changer it Solar once. All rights reserved.Specifications included in this datasheet are subject to co, (j 80% change without notice. Smart Energy Together years 5 10 5 20 zs Smart Energy Together we.Rnr, 111 Trina standard . -.,..