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HomeMy WebLinkAboutBuilding Permit #520-2017 - 190 ACADEMY ROAD 11/15/2016BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FORPLAN EXAMINATION Permit No#: Date Received. 0 Date Issued: 4ORTANT: Applicant must complete all items on this page A'- ROPE-RiTtY 's Q:n �4Y 7�� 7 e no J� --Machine tat, ne MAR ZONINGDISTRICT: Historic - —eg_ TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential El New Building 0 One family 0 Addition 11 Two or more family El Industrial &-Alteration No. of units: 0 Commercial 0 Repair, replacement 0 Assessory Bldg 9- Others: C' L-, 0 Demolition 0 Other PR -1* -G-"- ",.0 We El 1716 6'*d',-§"fp!-in"'!'­ 0 Wetland, ., D.- V.V f� VV ter -S --- DESCRIPTION OF WORK TO BE PERFORMED: 7a 12l C-6 3 00 Nev 0 2 - Identification - Kase T e or Print Clearly OWNER: Name: r 'k4 % 4-$7 Ali�over Phone: 172 — W I--- Z itI13 I 'C7 - Address:/ A a,,4— z^ vC Ajo +-(4 A4 0 Va C) (jrltrab-tbri N ame*--:�uq6d-�" Rh'rie; 00 Address e -s-8.- 'Z t4l 4 t p� �c.'q 7 icens Constructione 01- 7 r.'01M ARCHITECT/ENGINEER 'T,7 /q-� A Phone: 73 — /-/0&-372- Address: P,04 LJ -00 f oa 170'1w/�kl Reg. No. FEE SCHEDULE: BULDING PERMIT.- $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project COSt: S(Ot 91 (0 FEE: $ Check No.:. Receipt No'.. NOTE: Parsons contracting with 7?un 'tere d contractor. do not have. access to the guaranty fund m e of Con"frbbtor"' Location fiKg/ No. —' 'Date ? TOWN OF NORTH ANDOVER Certificate of Occupancy $ /OD-oo Building/Frame Permit Fee �w. p7 Foundation Permit Fee $/ 6.0. Gb .p Other Permit Fee $ TOTAL Check #,:9-3 7y G 7 36 J Building Inspector Location ` U h �P.�+'� C�7 No. > U ' d / 7 Date / - / ' R o /V Check #2 TOWN OF NORTH ANDOVER Certificate of Occupancy $ ^t r Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ r� t t f j/building Inspector Plans Submitted ❑ Plans Waived Certified Plot Plan ❑ Stamped Plans ❑ ypF'OF SEWERAGE DISPOSAL Public Sewer ❑ Tanaing/Massage/Body Art ❑ Swimming pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICEUSE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS Signature CONSERVATION Reviewed on Siqnature COMMENTS HEALTH COMMENTS Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ,. Planning Board Decision: Comments � a Conservation Decision: Comments . , Water & Sewer Con nection/Siqnature & Date Driveway Permit DPW Town Engineer: Signature: Locaiea 6o4 usgooa oireez FIRE DEPARTMENT' Temp Dumpster on site yes no Located at 124Main Street Fire Department signature/date COMMENTS -Nmension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop.,,requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (if Applicable) • Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Q Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products 40TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Wo 0 3 0 H O • e �a r- O -.Z� W CLz cD z m V/ �a O 0 0 W a H C = a H N N L.7 ~ LL. Z Q CA Z O Z z Z U W 0 a W m C E V ui LL L ate.+ LO C d W �+ ate+ >O T p U L N ? i -6 O O . C 7 LL to 7 c6 t]0 O c6 tw O t4 . O t0 i U1 N O U In CC U LL CC LL Of {/) 0: LL CO N {n e �a r- Z V LLI IL cn w0 H V N GC W W J J i S W O (Do Z CL CM o �o AT �E o m o CL a0 CL C Q O ♦�.., r M v_ J _0 CL e-, = Z � O CL V N c CL U) 0 O W CLz cD z m V/ �a O Z V LLI IL cn w0 H V N GC W W J J i S W O (Do Z CL CM o �o AT �E o m o CL a0 CL C Q O ♦�.., r M v_ J _0 CL e-, = Z � O CL V N c CL U) 0 e C-' E • rA VV J a LL 0ZQ a a m C L U y \ O LL E ate+ u `n U d Ln 0 F- a0. z z z o > m C O tv Ll- L 7 d' N C V 6 O W m > J O. L 7 O.' C LL 0 W d Z u W W L K U {n LL O a z (A L .7 d' LL W W a uj LL N E m Z a/ N 4j N Y 7 0O {) Cl) W W 0- V i O cn W Z E. O n N v v O 0 W CLZ 0 Z 0 J m V L O Cl) W W 0- V i O cn W Z E. O n N v v O NORTH ANDOVER OLDE CENTER HISTORIC DISTRICT COMMISSION Certificate of Appropriateness This certificate of Appropriateness is issued this Seventeenth day of August 2016 to North Parish Church for 190 Academy Road in accordance with Chapter 40C of the General Laws of the Commonwealth of Massachusetts as amended and the by-laws of the North Andover Olde Center Historic District Commission. This will allow for the installation of 6 additional solar panels (a total of 21) in a triangular array on the front south facing roof, 21 solar panels on the side and 9 on the rear roof of the 2014 new addition structure. This along with the previous certificate of appropriateness approved on February 11, 2016 represents a total of 51 solar panels approved. All solar panels are to be low profile black on black construction set in an all -black case and frame structure raised approximately 6 inches off the roof surface and set back approximately 7 inches from the gutter line. All roofs should provide symmetry in their arrangement. See attached layout drawings for reference. H. Schrue er, Jr. Chairman -A,-R- Martha �Larson _ Leslie,,Frazier r Z ,� Harry Aznoi 'chis Solar Construction Agreement (the "Aereem W') is entered into on 10/1�`�/E. between SunBug Solar LLC,, a Delaware limited liability company whose mailing address is 411A Highland Avenue, Somerville, MA 02144 and whose offices are located at 1165 Massachusetts Avenue, Arlington, .MA 02476 ("Contractor"J, and North Parish Church of North Andover, 190 Academy Road, 01845 ("Customer"), as follows: ReclitalS A. Customer desires to engage Contractor to provide Customer with rooftop Solar Electric Power System for Customers Site or Host Facility located 190 Academy Road, 0184S and Contractor desires to provide such a Solar Electric Power System to Customer. B. Contractor and Customer (the "Parties") desire to set forth the terms and conditions of their transaction in this Agreement Agreement, Therefore, in consideration of the mutual covenants contained herein, the parties hereby agree as follows: 1. Definitions. The following terms as used herein shall have the definitions given them below: (a) Project: The "Proiec " means the design, engineering, procurement, construction, and related services necessary for the construction and 'installation of the System at the Site and, to the extent provided herein, made the responsibility of the Contractor, including providing, as necessary and per the terms of this Contract all personnel, supervision, and management, and all equipment and materials including supply, handling, packaging, and transportation for such services, subject however to stated conditions and exceptions herein. (b) Site: The "Rtc" means the real property and the building on which the System is to be installed. If the Customer is purchasing the System for the purposes of selling the energy or leasing the equipment to a 3<d party, the Site will inean the property owned by a designated Host, and the project will be sited at the Host's facility. CO Substantial Completion! `Substantial_Completian" means that the Project has passed it's electrical inspection from local AHJ. (d) ubs a,ptial Completion_ Date: "Substantial Completion Date" means the date on which that the Project achieves Substantial Completion. (e) System: The "System" means the solar photovoltaic electric installation, including all primary components, consisting; of: AIM: a segmented solar array of large -area, glass-superstrate solar electric modules. The array will be installed utilizing Contractor's selected mounting system. See the attached referenced Proposal and MOU for details. Inyerters: The output of the solar power system will be converted to utility -grade power by one or more inverters that will be located convenient to the solar array and building service. The AC power will then be fed into the building's electrical distribution system at or near the point that it enters the building. All technical requirements from the local utility with regards to utility interconnection of the system will be discussed with the utility and satisfied. The utility may impose a separate charge for installing a special meter to provide net metering for excess power credits. 5115 Construction Agreement Page 1 of 1 Meterine: Contractor will provide one or more separate meters that measure the output of the photovoltaic system in AC kilowatt-hours. The production grade meter will provide kWh information for periodic verification of the total energy produced by the solar system, in addition to an electronic monitoring system capability to automatically forward the daily energy produced to a data tollection point: where it will be recorded for production tracking and renewable energy certificate (REQ certification. (f) System Test ``;Li'SSStiLTst" means the test to be performed by Contractor on or after the Substantial Completion late to demonstrate that the System operates and conforms to the requirements of this Agreement through a complete system commissioning in accordance with the System Test Protocol attached hereto as Exhibit C. Customer shall be permitted to witness the System 'fest to confirm the absence of any material defect, error or omission. (g) Final Acce, tl a= shall he achieved when all Work of the Agreement is complete, all system tests have been performed and have demonstrated that the system is performing within its design parameters, the local utility has approved and installed a bidirectional net meter, and the system has been activated and commissioned. 2. Scope of Work. a Contractor hereby agrees to sell and provide, and Customer agrees to purchase, the Project in accordance with the terms and conditions set forth herein, to design, install and build the System at the Site. Contractor shall carry out the ;Project in accordance with the provisions hereof. Prior to Final Acceptance of the project by Customer, all materials and equipment incorporated or intended to be incorporated into the 'Project shall remain the sole and exclusive property of Contractor, and Contractor shall, to the extent required under Section 4g, maintain Insurance against the loss of or damage to such property and shall bear the risk and responsibility of preserving, safeguarding and maintaining such property until Final Acceptance. Notwithstanding the foregoing, Contractor shall also maintain a purchase money security interest in the Project pursuant to the provisions of Section 6 on the unpaid portion of the System and all apparatus and products that are components thereof, and shall be entitled to file a UCC financing statement covering the same until all amounts owed to Contractor are paid in full. (a) The MOU and Proposal in the electronic file "Proposal and MOU for North Parish Church 8,1.PDF° DocuSi,gn Envelope ID: 713007566-BC8D-4140.477C-2D8D7A4D3356 are incorporated Into this contract 3. ProjectScihedule. (a) On the mutually agreed date that is as soon as practicable after the date hereof (the "Commencement Date"), Contractor and Customer shall hold a "kick-off meeting at the Site. Following the kick-off meeting, Contractor shall proceed with the preparation of any necessary designs, drawings, and specifications, and permit applications. Contractor shall deliver draft design drawings and specifications (the "Construction Documents") to Customer as soon as such documents are prepared by Contractor. Customer shall diligently review and respond to each submission by Contractor in an effort to finalize the Construction Documents as quickly as reasonably practicable, In no event shall such response take more than ten {10) business days,, unless agreed otherwise by the Parties, in writing. Once the Construction Documents are approved, Customer shall not unreasonably withhold its consent to any modifications thereto that may be required by any governmental or quasi -governmental agency with jurisdiction over the permitting of the System and/or the Project. (b) The Project is expected to be completed in phases as follows: (i) Phase One. Contractor will submit wiring diagrams, mounting details, and drawings needed for permit review, obtain necessary building permits, and order key System components with long lead times. (ii) Phase Two: Contractor will obtain and install all System components, including solar panels, mounting hardware, inverters, disconnect and all associated wiring. 5135 Construction Agreement Page 2 of 2 (jil) Phase Three: 'The Paries will check, tes% and "commission' the system. Contractor will provide Customer with system O&M training & manuals at the time of Final Acceptance - (c) Each party shall use its reasonable efforts to carry out its obligations hereunder in a timely manner. Without limiting the foregoing, Contractor shall use its reasonable efforts to complete the Project in accordance with ,the dates set forth in the Project Schedule attached hereto as Exhibit A, or the Proposal, subject to adjustment as provided herein. Time is of the essence with respect to the Parties' obligations hereunder, except as otherwise provided in this Contract. (d) No delay in performance by either party hereto shall constitute default hereunder or give rise 'to any claims for damage if, and to the extent, such delay is caused by Force Majeure occurrences beyond the control and without the fault or negligence of the party affected, which such occurrences are defined as including, but not. limited to, acts of God or the public enemy; expropriation or confiscation of facilities,; inclement weather, changes in law or regulation; unanticipated Site conditions; delays in receipt of information from Customer or third parties not under contract to Contractor; compliance with any order of any governmental authority; acts of war, rebellion or sabotage; natural disasters, including fires, floods, or explosions, riots or unavoidable casualties; relocation or construction of transmission facilities, or the shutdown of such facilities for the purpose of necessary repairs; permanent or temporary relocation of the System, including due to re -roofing; or other performance -frustrating causes beyond the reasonable control of the performing party. Such party, however., shall complete performance as required by this Agreement and the Project immediately after the removal or cessation of such cause of delay, and the Project Schedule shall be adjusted in accordance with the provisions of Section 4. The affected party shall give written notice to the other party as soon after becoming aware of the Force Majeure delay as is :reasonably possible, but in any event within fourteen (14) days after the beginning of such delay, and the Contractor shall work with Customer to mitigate the costs and impact of the delay. 4. Contractor Responsibilities. Contractor will be responsible for the turn -key design, engineering, procurement and installation of the System. Without limiting the foregoing, Contractor will be responsible for the following: (a) Contractor will be responsible for project management and will coordinate directly with the Customer's designated representatives. (b) Contractor shall design and engineer the System, prepare drawings and calculations, and obtain electrical code and utility approvals for installation of the System. Contractor's structural analysis shall specify the building's ability to accept additional wind and snow loads imposed by the System. (c) Contractor shall source, procure and deliver the components described herein and the overall installation of the System. (d) Contractor will be responsible for start-up and commissioning as well as initial training of Customer's personnel in the operating and maintenance (O&M) activities at the time of System commissioning. (e) Contractor shall contract for and supervise the work of a Massachusetts -licensed electrical contractor to complete the System installation, secure the electrical permit(s) required for installation of the System and arrange for the inspection of the System upon Substantial Completion of the Project. Contractor shall coordinate with Customer and provide advance notification for any power interruptions directly caused by Contractor during installation of the System. (f) Contractor shall be responsible for observation of and compliance with all applicable local, state and federal statutes, laws, ordinances, regulations, rules and codes applicable to Contractor's responsibilities under the Project Page 3 01 3 SBS Construction Agreement (g) Contractor shall obtain and carry insurance for the duration of this project for coverage in the following areas and amounts. • General Liability = $1,,000,000 per occurrence; $2,000,000 aggregate • Automobile Liability - $1,000,000 combined single limit • Worker's Compensation - $1,000,000 • Professional Liability - S1,000,000 per claim; $2,000,000 aggregate Contractor will provide Customer a certificate of insurance upon request on or after the Commencement Date. Contractor will also require similar coverage be carried by its subcontractors. S. Customer Responsibilities (a) Customer shall assign a project manager ("Customer Representative") who shall be the coordinator for this solar project and the key contact for Contractor. (h) Customer shall upon request provide Contractor information concerning the Site and the building design; and Contractor shall inspect and review the building roof and information to determine if it is in fact a suitable structurally strong subsurface upon which Contractor will erect and install the System_ (c) Customer shall provide adequate space for the installation of equipment required for the array, inverters and other balance -of -system components, and the location for the installation or the utility -required System disconnect. Contractor will provide a wall layout and the required electrical equipment details regarding the inverter installation and connection to Customers power panel for review and approval. (d) Customer shall secure and provide to Contractor all consents and access rights necessary to permit Contractor to install and, if necessary, provide warranty service to the System, including without limitation any access agreement or easement and any consent of any landlord, master landlord or mortgagee of the Site as Contractor may reasonably deem necessary or desirable. Without limiting the foregoing, Customer shall provide Contractor direct and easy access to the interconnection point at the building interface for the System. (e) Customer shall make electricity, water and sanitation available on-site to support the Installation process. (f) Title to the solar electric system components will transfer to Customer upon Final Acceptance by Customer. During the period of time between system installation and Final Acceptance, Customer shall carry insurance on its facility that will cover the System from theft, vandalism or damage not directly caused by Contractor and its subcontractors. (g) Customer will be responsible for reasonable upgrades and enhancement to the existing electrical system should they be necessary, (h) Customer will be responsible for obtaining roof wamnty extensions, and paying for any inspections required by roofing manufacturers. Customer will be responsible for any roof remediation and/or structural modification to the roof or building design that may be required for the installation of the solar system. 6. Project Cost and Payment Schedule (a) Contractor proposes to provide the complete, turn -key System for the sum of $66,096 (Sixty Six Thousand Nintey Six dollars) (the "Project Price"). SBS Construction Agreement Page 4 of 4 (b) Customer shall make the following payments, in US Dollars in the form of a check written to "SunBug Solar LLC"ora wire transfer of immediately available funds, as follows; MOU deposit As per MOU $3,000 Downpayment due upon signed Construction Agreement 103$ less MOU deposit amount $3,6110 Progress payment due upon equipment order 25% $16,524 Progress payment due upon start of construction 20% $13,220 Progress payment due during construction 20% $13,220 Progress payment due upon Suhstantial Completion 1596 $9,915 Final payment due upon Final Acceptance Full balance due including change orders Approximately $ 6,607 (c) Project Contractor's obligations hereunder are specifically conditioned on the receipt of payment in full of the above amounts at the times specified. During construction, Contractor may bill Customer partial progress payments forconstruction work on a monthly basis. (d) The Project Price is deemed to include all sales, use, consumer, or other taxes of any kind or nature that may be imposed in connection with the performance of the Project, permit fees, and any and all costs to provide Customer with a "Turn 'key" solar panel system that is fully operable as intended which shall be Contractor's responsibility, including maintenance fees,, as addressed in Section 10 -Maintenance, but not including other costs incurred after substantial completion and acceptance of the project. (e) Customer agrees and acknowledges that the unpaid and undisputed portion of the System and all apparatus andproducts that are component parts thereof to be supplied hereunder shall continue to be treated as personal property subject to a purchase money security interest in favor of Contractor until such portions of the System are fully paid for by Customer. in the event of Customer's default in payment, and without limiting any other remedies that Contractor might have, Contractor shall be entitled to take such steps as are necessary to remove such portions of the System that remain subject to the purchase money security interest from the Site, including disconnecting any wiring and detaching them from any property that they have been fastened or connected to. Chante Orders. [a) Contractor may request by change order, any change in the Project, whether such Changes are :modifications, accelerations, alterations, additions or deletions. All such changes shalt be made in accordance with this Section 7 and upon acceptance by Customer shall be considered, for all purposes of this Agreement, as part of the Project. if the parties are unable to agree on an adjustment to the payments to be made hereunder, then such adjustment shall be In an amount equal to one hundred ten percent (110°/x) of the additional direct costs incurred (or avoided, as the case may be), by Contractor to make such changes to the Project (such Direct Costs to include the salary -related expenses of Contractor's personnel performing work necessary to make, or avoided by making, such changes, but excluding overhead, management, and administrative expenses of Contractor relating to such changes) as full and complete compensation for the change order. 5@5 Construction Agreement Page 5 of 5 (c) Notwithstanding the above, and by providing Customer with written notice and a notification response period of five business days, Contractor shall have authority to make minor changes, so long as any such minor changes: (1) do not change the total Project Price, (ii) do not materially impact the Project Schedule (including Contractor's ability to achieve Substantial Completion on or before the Substantial Completion .Date as projected herein); provided LW Contractor shall promptly inform Customer, in writing, of any such minor changes made during the course of the Project and shall make available to Customer, at the Sipe, a set of as -built drawings that will be kept current to show those minor changes. For clarification purposes, minor changes do not include any changes to agreed-upon manufacturer or type of modules, inverters, tracker, or balance of system components. 8. Substantial Completion and Ficial Acceptance. Contractor shall advise Customer in writing when Contractor considers that it has completed the Project including all required submissions and deliveries to Customer as listed below, to the extent required to achieve .Substantial Completion. When so advised by Contractor, Customer shall promptly complete an inspection and review of Project, and shall participate in the System Test as requested by Contractor, .and shall either (i) provide Final Acceptance of Substantial Completion of the System or (ii) advise Contractor in writing of any outstanding 'punch list` or other items which must be supplied, completed or corrected for the System to meet the requirements of Substantial Completion set forth herein. if the parties agree that additional work is required to achieve Substantial Completion, or if the System does not pass the System Test, then Contractor shall complete such additional work as Contractor may determine to be necessary and notify Customer when the additional work is completed. (a) During Final Acceptance of the System the Contractor shall furnish Customer with the following: (i) A written certificate in a form reasonably satisfactory to Customer that (1) the System as installed by Contractor complies in all material respects with all applicable local, state and federal taws, regulations, and codes applicable to Contractor's responsibilities under the Project, and that (2) all payrolls, materials and equipment bills and other indebtedness or claims arising out of or in connection with the Project by Contractor and its subcontractors and vendors have been paid or otherwise satisfied, (ii) Satisfaction of conditional Tien waivers and releases of all laborers', material men's and mechanics' liens arising out of labor, materials and equipment or services furnished by or on behalf of Contractor or any of its subcontractors, vendors or suppliers if and to the extent that any such claims have been bled. along with evidence of title transfer, where relevant. (iii) Delivery to Customer of two copies of all as -built drawings, specifications, engineering and other documents to which Customer is entitled under this Agreement. (iv) Assignment to Customer of all vendor warranties for equipment purchased by Contractor, to the extent the sante can be assigned. (v) Evidence of Utility interconnection. 9, Warranties. (a) Each party represents and warrants that: (i) It is duly registered, licensed, validly existing and in good standing under the laws of Massachusetts and is duly registered, licensed and qualified to do business and is in good standing in all counties, municipalities and states where such registration, licensing and qualification is required to perforin any part of the Project or any other obligation hereunder. (ii) It is duly authorized to enter into this Agreement and perform its obligations hereunder. 565 Construction :Agreement rage 6 of 6 (iii) The execution, delivery and performance of this Agreement and the Project shall not constitute a breach of any provision of applicable lave or contained in any agreement to which it is a party. (b) Contractor warrants that: (i) As to all apparatus and products manufactured by third parties that are component parts of the System, Contractor shall to the fullest extent practicable, obtain for and pass through to Customer such warranties or guarantee as are obtainable from the manufacturers of such component parts. Such warranties or guarantees shall extend over the longest period of time obtainable in this .instance without payment by Contractor of additional consideration therefore_ (ii) Contractor further warrants to Customer that upon Final Acceptance, Customer shall acquire all right, title and interest in the System and that the System as designed and built by it will be free of any liens or encumbrances, limits on use or rights of others of any kind. If there are any such liens or encumbrances, limits on use or rights of others. Contractor will cause therm to be discharged promptly after notification from Customer of their existence. (iii) Contractor does not guarantee any level of electric energy production of the Project as measured in kilowatt-hours. The Contractor has used industry -standard energy production models to create a .good -faith estimate of the energy production of the system as proposed. Information with respect to electric energy production of the Project is based on manufacturer's estimates of installed materials, estimates of peak sun hours, sun direction, weather. and other factors. Factors such as dust, shading, snow, ice, weather and other natural and man-made elements, including usage, can adversely affect energy production during any period of a day, a season, or a year, (iv) Contractor shall utilize materials on the Project which conform to the warranty and technical specifications set forth in the Minimum Technical Requirements included in the Agreement Documents (as of the Commencement; Date defined in the Agreement). (c) SECTION 9(b) ABOVE EXPRESSLY SETS FORTH ALL OF CONTRACTOR'S WARRANTIES PERTAINING TO THE WORK AND THE SYSTEM. THE EXPRESS WARRANTIES iN'THE ABOVE SECTION 9(b) ARE IN LIEU OF ANY WARRANTY OF MERCHANTABILITY OR OF FTTNF:SS FOR A PARTICULAR PURPOSE AND AREIN LIEU OF ALL OTHER WARRANTIES OF ANY KIND, EITHER EXPRESS OR IMPLIED, iN FACT OR BY LAW. (d) IN NO EVENT WiLL :EITHER PARTY BE LIABLE FOR SPECIAL, INDIRECT., CONSEQUENTIAL, EXEMPLARY OR PUNITIVE DAMAGES, INCLUDING ANY :LOST PROFITS, OR ANY AND ALL OTHER LOSSES OR DAMAGES TO THE OTHER PARTY OR ANY THIRD PARTIES. EACH PARTY UNDERSTANDS, ACKNOWLEDGES AND AGREES THAT THE OTHER PARTY WAIVES ALL :SUCH LIABILITY, TO THE EXTENT NOT EXPLICITLY EX.EMPTEi3 FROM THE PROVISIONS OF THE PRECEDING 'SENTENCE, AN!) EACH PARTY CONSENTS TO THE OTHER PARTY'S WAIVER, EVEN IF TI4E OTHER PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. (e) Notwithstanding any other provisions of this Contract, the total liability of either party and its respective employees: agents, representatives and subcontractors hereunder for breach of contract (including, but not limited to failure to meet warranties and patent infringement) or in tort, whether in connection with performance, nonperformance or otherwise, shall be limited to aggregate total of the Project Price hereunder, except to the extent such liability results front a breach of the confidentiality or intellectual property provisions of this Contract or otherwise results from the gross negligence or willful misconduct of a Party hereunder. 'When the liabilities and costs incurred by the liable party and its employees, agents, representatives and subcontractors (including but not limited to costs incurred in corrective action in an effort to meet warranties or cure any breach and in patent infringement indemnification) equal the Project Nice. the liable party's total liability under this Agreement shall terminate and the other party shall have no further recourse against the liable party or its employees, agents, representatives or subcontractors except with respect to any liability resulting from the categories of breach or wrongdoing explicitly excluded from the liability limitation in the preceding sentence. SBS Construction Agreement Page 7 of 7 10. Warranty and Maintenance a) Warranty. The Contractor warrants to the Customer(s) that all materials and equipment incorporated in the Work by Contractor will be new unless otherwise specified, and that the Work shall be of good quality, free from material defects and in material conformance with, the Agreement (Documents (as modified by Change Orders or other Customer(s)' directive) system design and workmanship, and the System as installed shall conform in all material respects to the specifications herein. All work not conforming, to these requirements may be considered defective. (i) If, during the Warranty Period, any part of the System is found to have been materially defective or damaged at the time it was installed by Contractor, then at Contractor's option it shall either be repaired or replaced by a similar part. Contractor shall provide corrective construction as may be necessary to remedy any failure- of the. Project to meet a warranty of conformance with the terms of this Contract and with accepted best practice in the design and construction industry. Contractor shall not be responsible for any defects primarily resulting from corrosion, erosion or casualty, material disregard of any applicable operating or maintenance instructions, or any other practice of Customer. (ii) Warranty Period shall be rove (5) years following :Final Acceptance, (iii) Upon written notices from Customer(s), the Contractor shall promptly correct any installation wort: rejected by the Customers) as defective or as failing to conform to the Contract Documents, whether observed before or within the Warranty Period (whichever is later), and shall correct within the Warranty Period. any installation work found to be defective or nonconforming. The provisions of this Article apply to work done by subcontractors to Contractor as well as to work done by direct employees of the Contractor. (iv) Contractor shall pass through to Customer all original manufacturers' warranties and shall assist Customer :in making any warranty claire for defective materials. (v) Contractor's warranty does not extend to any materials or equipment not selected by Contractor or its agents, or to work performed by third parties not engaged by Contractor or not under direct subcontract to Contractor. Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications not executed by Contractor, improper or insufficient maintenance, improper operation or normal wear and tear, THE FOREGOING WARRANTIES ARE :EXCLUSIVE AND IN LIEU OF ALL OTHER WARRANTIES OF QUALITY AND PERFORMANCE, WHETHER WRITTEN, ORAL OR IMPLIED, AND ALL OTHER WARRANTIES INCLUDING ANY IMPLiED WARRANTIES OF MERCHANTABILITY OR FITNi✓SS ;FOR A PARTICULAR PURPOSE, NONINF'RINCEMENT OR USAGE OF TRADE ARE HEREBY DiSCLAiM'ED. THE REMEDIES STATED HEREIN CONSTITUTE CUSTOMER(S)' EXCLUSIVE REMEDIES AND CONTRACTOR'S ENTIRE LIABILITY FOR ANY BREACH OF WARRANTY bj Maintenance Contractor will provide annual maintenance according to separately executed System Maintenance Agreement, Absent any Maintenance Agreement the Customer will be responsible for maintenance. 11. Claims and Disputes. tiny controversy, claim or dispute (a "Dispute") arising out of or in connection with, or relating to, this Agreement, its validity, interpretation,. performance, or termination shall be resolved as follows: first, the parties shall discuss the matter in good faith at an appropriately senior level of management to investigate and resolve the Dispute, Atter a period of thirty days, if the Dispute has not been resolved, then it shall be settled by arbitration in accordance with the laws of the Commonwealth of Massachusetts by a single arbitrator mutually agreeable to the parties. or if a single arbitrator cannot be agreed to by the parties within thirty (30) days, then by an arbitrator appointed by JAMS, The Resolution Experts in the Commonwealth of Massachusetts. Such arbitration shall be conducted in the Commonwealth of Massachusetts in accordance with the rules of JAMS, The Resolution Experts, except with respect to the selection of the arbitrator which shall be as provided in this Section 11. Judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction thereof. For purposes only of enforcing the agreement to arbitrate set forth in this Section, enforcing any arbitration award, or obtaining interim :relief necessary to protect the parties pending arbitration, each party shall have the right to seek injunctive relief in any state or federal court having jurisdiction. During any arbitration proceedings, the parties shall continue to perform their respective responsibilities under this Agreement as fully as practicable, including without limitation elle payment of any undisputed amounts. SBS Construction Agreement Page 8 of 9 12. Ownership of Worst Product. .All drawings, specifications, engineering data (and all written representations thereof), all other documents and electronic data furnished, or required to be furnished, by Contractor to Customer under this Agreement, and any proprietary mounting systems and other Mechanical. engineering or other know-how. developed hereunder ("Work product'') ,are and shall remain the sole and exclusive property of Contractor and including all copyrights and other intellectual property Contractor shall own and retain all title and interest therein, propertyrights thereto or therein.. Customer shall not at any tinge assert any interest in any formulas, patterns, devices, trade secrets, secret inventions or processes, copyrights, patents, oriter intellectual or proprietary rights, or similar items which were developed by Contractor during the course of the Project (all of the foregoing intellectual property rights, "Contractor Property"), rov,i cd, that Contractor hereby grants to Customer a Perpetual. fully paid-up, irrevocable royalty-freei non -transferable license in and to the Contractor ;Property as play be necessary for Customer to operate, maintain, and repair the :System, 13. Independent COntiractor Status, In rendering services hereunder, Contractor shall act as an independent contractor and not as an employee or agent of Customer. As an independent contractor, Contractor shall have no authority, express or implied, to commit orobligate Client in any manner whatsoever. 14, Entire Agreement, Assignment, Waiver. This Agreement, together with referenced Attachments and Exhibits hereto, constitutes the entire and sole agreement between Contractor and Customer, and merges all prior and contemporaneous communications with respect to the subject matter hereof. This Agreement shall inure to the benefit of, and be binding upon, Contractor and Customer and their respective estates, heirs,, executors, transferees, successors, assigns and legal representatives, Neither Contractor nor Customer may assign this Agreement or any rights hereunder, or delegate any of Contractor's or Customer's obligations hereunder, without the prior written consent, of the other party in each instance, nor shall any waiver, change,, modification, consent or discharge be effected except by an instrument in writing executed by or on behalf of the party against whom enforcement of any waiver, change, modification, consent or discharge is sought. 1.5. Severabilltq. in the event that any one or more of the provisions contained herein shall, for any reason, be held to be invalid, illegal, or unenforceable in any respect such invalidity, illegality, or unenforceability shall not affect any other provisions of this Agreement and all other provisions shall remain in full force and effect If .any of the Prmdsions of this Agreement is held to be excessively broad, It shall he reformed and construed by limiting and reducing it so as to be enforceable to the maximum extent permitted by law. '16 Notices, All notices, requests, consents, and other communications under this Agreement shall be in writing and shall be delivered by hand, sent via overnight courier, sent by facsimile, or mailed by first class certified or registered mail, return receipt requested, postage prepaid - If to repaid:Ifto Customer! Attu: Client contact named; Address t�G �c'ti+c� i��•t ti� 17�n�Clre�/, lL'!r'j, L` 4�[i'� With a required copy to: If to Contractor. SunBug Solar LLC I `rci � ' �� i2ci Pl `` f i tot f�.i ►`i, ..l 411A Highland Avenue, Suite 312 Somerville, MA 02144 SBS construction Agreement Page 9 of 9 Notices provided in accordance with this Section 16 shall be deerned delivered (i) upon personal delivery with signature required, (ii) one Business bay after they have been sent to the recipient by reputable overnight courier service (charges prepaid and signature required) (iii) upon confirmation, answer back received, of successful transmission of a facsimile message containing such notice if sent between 9 a.m. and S p.m., local time of the recipient, on .any Business Day, and as of 9 a.m. local time of the recipient on the next Business Day .if sent at any other time, or (iv) three Business Days after deposit in the mail. The term 'HuS,illess Dav" as used in this Section 15 shall mean any day other than Saturday, Sunday or a day on which banking institutions are not required to be open in The Commonwealth of Massachusetts. 27. Governing Law. This Agreement shall be governed by and construed and enforced in accordance with the law (other than the law governing conflict of law questions) of the Commonwealth of Massachusetts. IN WITNESS above writte Date: 10 I -T ( I tEOE, the undersigned have duly executed this Solar Canstructinn Agreement as of the date first .0 Client -1= f �-• ��cri Commercial Business Title©4.a�i;, ,,,1op i,„►,�,. 1L SBS Construction Agreement Page 10 of 1D Date: 101191C-1)( lAb Exhibit; A PROJECT SCHEDULE Anticipated Milestone Dates Commencement Engineering Design & Submittal Upon contract signing Commencement + 2-3 weeks Utility Interconnect Approval Anticipated dote Building and Electrical Permits Utility Interconnection plus 2 weeks PV Module and Inverter Equipment Order 2 .months prior to Installation start PV .Module and Inverter Equipment Delivery 2 weeks prior to Installation start Installation Start Approximately February 1, 2017 Substantial Completion Installation Start + xx weeks Net meter installation and interconnect, system commissioning, and Final Acceptance Substantial Completion + 4 weeks SB5 Construction Agreement Page 11 eF 11 Exhibit B SPECIFICATIONS As a minimum, Work shall fully comply with the following codes, standards and specifications: • All State and Local construction codes and requirements • NL'PA 70 (2014 edition or later) (National Electrical Code) • UL 1703 (PV Modules) • UL 1741 (inverters) • All electric equipment and materials shall be ETL or Ul. listed • All major PV electric components shall be CEC-approved • IEEE 929-2000 (Utility Interconnection) • Local utility company utility connection standards and procedures Racking based on racking; manufactures specifications The PV system and its components shall be grounded in full accordance with the requirements of the 2014 edition (or later) of the National Electrical Code. However, the system and ectuipmcnt grounds shall be kept separate and shall not be shared. For each inverter, unless the inverter or other equipment warranty would be adversely impacted, the AC and DC system grounds shall be connected across the inverter. The DC system ,ground shall then remain continuous from the inverter. through all disconnects and combiner boxes associated with that inverter, and to all panels in the array that supply that inverter with DC power, On no account shall the DC cystenr ground associated with one inverter be connected to system grounds for devices that are not electrically connected to that inverter. All Equipment grounding connections shall be made using materials and components that are specifically designed and sold for that purpose. Materials shall comply with the standards and specifications listed in Exhibit IB, and shall be fully compatible with the intended installation 'location and service application, and shall be selected for a minimum 25 ,year operational iife. Wiring shall be in specific accordance with the provisions of the 2014 edition (or later) of the National Electrical Code_ All outdoor wiring materials shall be wet -rated, flame retardant, sunlight resistant, and rated for continuous use at temperatures up to 90°C, All wiring shall be labeled by the manufacturer with the specific rating classification. The following specific wiring material rating classifications shall be used: • Source Wiring from modules to the source (string) combiner boxes shall be rated with both USE -2 and li::HW-2 classifications. • Wiring from the source (string) combiner boxes to the AC interconnection shall be TH WN -2. • In locations where the 2014 edition of the NEC had been adopted, the use of specifically -classified "PV Wire" shall be permitted in accordance with the provisions of the NEC. With the sole allowable exceptions of (a) module -to -module interconnection wiring within a string and (b) string home -run wiring to combiner boxes (provided such home -run wiring is neatly bundled and routed below modules, such that it is rendered inaccessible and protected from damage and decay) all wiring, including otherwise exposed home -tarn wiring into combiner boxes, shall be contained within an appropriate, non- lexible, corrosion -proof, metallic raceway system, or PVC on wiring on the roof., prior to building entry. Cable tray, EMT and rigid conduit are acceptable raceway materials. In cases where the module or racking manufacturer provides a specific and recommended raceway mechanism for Source Wiring, this may be used provided that speciCc prior written approval has been received from theCustomer. Rooftop -located raceways and equipment shall not be laid directly onto the roof surface: For solar module racking systems, "isolation -sheets" shall be placed between the roof surface and all racking feet, supports and/or contact points. Such isolation -sheets shall be in full accordance with roofing manufacturer's recommendations, or as specified in the project Order. For raceways, combiner boxes and all other rooftop -located equipment, roofing - compatible, foam padded, mounting blocks shall be used to support all such raceways and equipment. Wooden 58S Construction Agreement page 22 of 1.2 blocks are not an acceptable support material., All methods and rooftop materials shall be in compliance with roof manufacturer's warranty. All wiring and raceways shall be protected from potential damage and decay and, in areas where wiring runs may otherwise be accessible, the measures to be taken to protect such wiring from vandalism and unintentional damage shall be discussed and agreed on a project -by -project basis. Wiring runs between major items of equipment and system nodes (Le., strings, combiner boxes, disconnects, inverters, utility interconnection, EMS devices) shall be continuous. Intermediate splicing is forbidden. All DC system components shall be specifically rated for DC service at the appropriate design conditions. For each array.. fused DC di-scotuiects shall be located at the inverter location, allowing each inverter to be fully isolated from the DC power source. Fused disconnects for DC disconnection shall be specifically ratted for DC service, for example Square D model H363 (IOOA DC rating). One or more AC disconnect(s) shall be provided at the utility connection point, as a means to fully isolate the System from the utility AC power source. The quantity of AC disconnects shall be kept to a minimum. Racking, systems shall be manufacturer -approved and certified. for the applicable wind load design conditions. Signs shall be either engraved, machine -printed or electro- photo plated, and be of metal or plastic construction. Signs shall be weather-proof, corrosion -proof, UV -stabilized and fade -resistant and shall have a twenty -five-year design life. Attachment methods shall use non -corrosive materials throughout and be suitable for a minimum twenty -five-year service life in the placement location. Any degrading signage, or failing attachment mechanisms, will be subject to warranty replacement at CONTRACTOR's expense. The following signage shall be provided and installed in appropriate and visible locations, as a minimum; • All signs as required by the applicable and specified codes and standards • A tag shall be permanently attached to every module support, to identify the module with a unique reference number. rags may be attached to the module support by permanent adhesive, wire or chain, screws, pop rivets, or permanent marker written on the module in a visible location. The attachment point shall be such that the tag is readily visible from the access walkways between modules, however the tag may not be located within C inches of the roof surface. • An electrical single -line diagram shall be posted on the outside of: o each combiner box a each disconnect o each inverter • A detailed array snap, clearly and unambiguously identifying o The string layout o The applicable combiner box 'for each string o The applicable disconnect for each sub -array As a minimum, the array snap shall be posted at (a) an accessible location near to the roof access point (b) each combiner box (a partial array map, detailing only the portion of the array associated with that combiner box, it acceptable), ,(c) each inverter. Note; due to potential color fading, lighting constraints, and Individual color ,perception differences, color coding is = considered to be an appropriate identification method for outdoor signage except module identification, and shall not be used, without supplemental numbered labeling. • At the string combiner boxes, in addition to the array map, each fuse location shall clearly and unambiguously identify the string(s) that feed that fuse, and state the fuse rating, SBS Construction Agreement Page 13 of 13 • At the sub -array combiner boxes, in addition to the array snap, each fused disconnect shall clearly and unambiguously identify which string. -combiner boxes, and which strings, feed that fused disconnect. The fuse ratings shall also be listed. • At the inverter(s), in addition to the array map, the strings, string combiner boxes and sub -array combiner boxes that feed that inverter shall be clearly and unambiguously identified. No devices will be mounted such that they cast a shadow on any PV module. CONTRACTOR shall secure all necessary permits and licenses required to permit CONTRACTOR to do business, including, without limitation, perform the Work, in the jurisdictions where the Wort: is to be performed. Furthermore, at the request of Customer, CONTRACTOR shall assist Customer in procuring those licenses and permits that must necessarily be obtained by Customer and shall cause Vendors and CONTRACTORS to comply similarly, As an independent CONTRACTOR, CONTRACTOR shall provide and maintain, at the Site where the Work is performed, the personnel, facilities, support, material, safety equipment and construction equipment. and all other things required to prosecute the Wort: to completion in accordance with the Standard of Care, and prevailiing city and OSHA requirements. CONTRACTOR will be responsible for initiating and maintaining reasonable safety precautions and programs in connection with its provision of the Work. CONTRACTOR will take reasonable precautions for the safety of. and shall provide reasonable protection to prevent damage, injury, or loss to; (1) employees of Host, Customer, CONTRACTOR, and other contractors performing Work under this Contract.; (2) Host's, Customer's, CONTRACTOR's property and other materials to be incorporated for the Project, under the care. custody, and control of CONTRACTOR or its Sub contractors; and (3) other property at or adjacent to the Site not designated for removal. relocation, or replacement during, the course of construction. CONTRACTOR shall ensure that all permanent, temporary .and sub -contracted personnel are provided with, are trained to use, and are using, appropriate personal protective equipment (PPE) .and safety equipment as necessary to execute the work in a safe and workmanlike fashion. Safety shoes, hardhats and safety glasses shall be wont at all times as a minimum. CONTRACTOR is responsible for any temporary lighting, temporary power, extension cords, scaffolding, barriers, fall protection, %vatkways, ice or snow removal or other means necessary to allow safe and satisfactory completion of the scope of work. All ladders shall be in good condition. Wom or damaged ladders shall not be used. CONTRACTOR shall be responsible for daily cleanup and waste removal, and shall provide materials, tools and personnel as necessary for this function. CONTRACTOR shall provide dumpsters, garbage cans, brooms and brushes, and labor as necessary to remove all waste materials from the working area(s) on a daily basis and leave the working area(s) in a clean and tidy c-0ndition, as judged by the Customer and Project Host. In the event that the CONTRACTOR fails to comply with these requirements in an adequate fashion as judged by the Customer, Customer reserves the right to back -charge CONTRACTOR for additional costs incurred by the Customer to satisfactorily .meet these requirements. CONTRACTOR shall comply with all of Customer 's and Project Host's policies, practices, guidelines, and rules ror the Site that are provided to the CONTRACTOR, or are otherwise displayed and made known to CONTRACTOR. CONTRACTOR shall assign the personnel identified in the relevant Project Order (the "Key Personnel") to direct, design, manage, and supervise the performance of the 'Work in accordance with the Standard of Care. Said Key Personnel shall be maintained on the Work as required. in the sole discretion of CONTRACTOR, until their work is completed, pruvides' CONTRACTOR shall be free to replace any of its project personnel in the event that CONTRACTOR has a reasonable concern with respect to the performance of such personnel and provides prior, written notice to Customer of the change. Furthermore, Customer can require replacement of any or CONTRACTOR's or any CONTRACTOR's project personnel if Customer has a reasonable concern with respect to the performance of such personnel and if Customer provides prior, written :notice of such request, and CONTRACTOR shall have up to rove business days to comply with such request to minimize any disruption in the. Master Project Schedule, CONTRACTOR agrees that Bost or Customer's Representative(s) shall at all reasonable- times have access to the SBS Construction Agreement Page 14 of 14 Work wherever it is in preparation or progress, including at the applicable fabrication shop of a vendor, and CONTRACTOR shall provide: sate and proper facilities for both access and inspection. CONTRACTOR agrees to confine its apparatus and operations and the storage of its materials, equipment and waste to lirnits indicated by statutes, laws, ordinances, codes, rules, regulations, permits and directions of Customer's Representative. CONTRACTOR agrees to inform Host/ Customer well in advance of the time contemplated for Work at the Site. After a plan acceptable to Customer has been formulated. CONTRACTOR shall keep in close contact with the performance of the Work to see that they are executed in accordance with the agreed procedure. Contractor shall provide adequate notice to the Host/Customer for any shutdown or disruption in electrical or building services or access to any part of the building directly caused by Contractor. Host/Customer and Contractor shall agree to amount of notice that is adequate- in advance of construction. CONTRACTOR agrees at all times to enforce strict discipline and good order among its employees assigned to or involved in the Work and shall not employ on the Work anyone whose work is unsatisfactory, any unfit person, or anyone not skilled in hisfher assigned function. CONTRACTOR agrees to perform activities at the Site on the basis of the scheduled workweek as agreed with Customer (which workweek mpry inctude weekend days if agreed between the Parties). If CONTRACTOR wishes to perform Work outside of this scheduled workweek.. Customer must be prior advised in writing at least three business days in advance in order to provide support, as required, to CONTRACTOR. Customer reserves the right to deny any request for work outside of the non-scheduled work, week. CONTRACTOR and its personnel will comply with all of Customer's published rules for the Site. CONTRACTOR shall promptly provide Customer with such other information concerning its affairs and property as pertaining to the terms of this Contract as Customer may request from time to time hereafter, and shall promptly notify Customer of any condition or event of which the such party shall have 'knowledge which constitutes a breach or an event of default of any tern, condition, warranty, representation or provision in this Contract or in any other agreement, document or instrument, now or hereafter executed by CONTRACTOR and delivered to Customer. and/or material adverse change in the financial condition of CONTRACTOR that impacts its ability to meet its obligations under this Contract. Should it be determined that damage to the roof other than ordinary wear and tear, necessitates that ,portions of the. System be removed to allow repairs to the roof, and the damage was caused by CONTRACTOR's operations, CONTRACTOR shall coordinate System removal and re -installation in the most expeditious manner possible and shall be liable for the costs of such removal and rc-installation. Customer and CONTRACTOR shall have full rights to obtain an independent., third party :roofing consultant to assess fault. CONTRACTOR's liability is limited to removal and replacement of the System components in the affected areas only. CONTRACTOR is fully responsible for satisfactory correction, in Customer's and Project Host's reasonable opinion. of any damage, excluding ordinary wear and tear, to the building, grounds or equipment, including roof repairs and related damage, that were caused by CONTRACTOR's operations. CONTRACTOR shall not, in the performance of the Work, incorporate in the. Work (a) any process. method, equipment and/or combination of the foregoing which, or the use of which infringes any valid patents owned by a party other than CONTRACTOR or Customer and under which neither CONTRACTOR nor Customer is I icensed to use in the 'Work; or (b) involves the use of any confidential information or trade secrets of others than Customer or CONTRACTOR and which neither CONTRACTOR nor Customer has the right to use in the Work. CONTRACTOR shall maintain a complete record of system checkout tests for submission to Customer. These shall include a specific continuity and polarity checkout sheet for all PV module strings, referenced by string ID number. System commissioning and System Test may not commence until these have been reviewed and approved by Customer. Following satisfactory system completion and checkout, and no later than three working days prior to the System Test, CONTRACTOR shall submit one electronic copy, and three bound hardeopies, of the following documents as a complete turnover package to Customer. Final project ;payment will not be made until a complete and'acccptablc documentation package has been provided. • Clean copies of all as -built systcm drawings (layoutand elr-,.ctrical) SBS Construction Agreement gage 15 of 15 • System checkout sheets • Equipmentlist, including make, model numbers and serial numbers (where appropriate) of .major equipment items • Fuse list, including the fuse make, model number and rating for each fuse in the system • Copy of installation, operations, and maintenance manuals for all major equipment items • Copy of warranty for all equipment items • A five-year materials and labor warranty for the entire system SBS Construction Agreement Page 16 of 16 Exhibit C System Test Protocol - General. Procedure The System Test will generally consist of the following principal activities: Prior to power -up, with all disconnects open ,and with combiner box fuses removed: • Review Design and layout drawing package, including installed system spot-checks, to verify accuracy of •As - built' drawings and operating manual package • Perform Shading inspection • Perform Grounding system inspection • Inspect electrical connectors ,and strain -relief devices • Inspect wiring and raceway neatness. support, and wiring terminations • Inspect condition, alignment and attachment of modules • Inspect the condition and alignment of racking • Ballast inspection • Inspection of labels and signs • Verify that positive and negative string connectors are correctly and permanently identified within each combiner box • fest the open -circuit voltage of all strings for significant variation. • Review Contractor test data and records With combiner fuses installed, combiner switches open, and all disconnects open: • Verify the continuity of all combiner fuses and strings With the combiner switches closed, and all disconnects open; • Test the open circuit voltage at each DC disconnect. Verify that it is within expected design limits and in accordanec with manufacturer's specifications. With the DC and AC disconnects closed, and the fnverter(s) to operation: • Vcrify that each inverter is performing in accordance with design specifications • Verify that all electrical ,power meters are performing correctly, and that the EMS (Energy Monitoring System) utility power meter is in agreement with the PRIME utility power meter. • Verify that the monitoring system is reporting to the monitoring host web site and the web site is setup correctly • Verify that the electricalp ower production of the system as a whole is in accordance with the estimated system production, based upon actual environmental conditions. • Sign all asst documents and acceptance forms $85 Construction Agreement Nage 17 of 17 t �• Addition , i d "AC anctuary ► �w j"(DIF2016`Google ' tee& Tour Guide 19 , ",, `�"'' ImageryDate:`MO/2016 42'41'03." N 71"08'43.17" W elev 19] 1 1 � .��� � ; '` 'fit• � x 1 a IMS"; v l 1 , x G w0007 c', ri✓ a I' IBM rw 1pi t l - i I 1I:i I 1' \ I a� F. LC Life's Gc LG■ Block LG30ON!K-G4 LG's new module, LG WON" 2 Black, adopts Cello technology. Cello technology replaces 3 busbars with ,gyp` APPROVED PRODUCT 60 cell LG thin wires to enhance power output and efforts to incr pVE CE c us LG NeONTM' 2 Black demonstrates LG's efforts to increase �S/ �. customers values beyond efficiency. It features enhanced Intertek IQv15b1573 BSEN61215 warranty, durability, performance under real environment, �aaxM�xM and aesthetic design suitable for roofs. Enhanced Performance Warranty® High Power Output LG NeONI 2 Black has an enhanced performance Compared with previous models, the LG NeONTI 2 Black warranty. The annual degradation has fallen from -0.7%/yr has been designed to significantly enhance its output to-0.6%/yr. Even after 25 years, the cell guarantees 2.4%p efficiency, thereby making it efficient even in limited space. more output than the previous LG NeON— modules. Aesthetic Roof ® Outstanding Durability LG NeON— 2 Black has been designed with aesthetics With its newly reinforced frame design, LG has extended in mind; thinner wires that appear all black at a distance. the warranty of the LG NeON- 2 Black for an additional The product may increase the value of a property with 2 years. Additionally, LG NeONTh12 Black can endure its modem design. a front load up to 6000 Pa, and a rear load up to 5400 Pa �•; Better Performance on a Sunny Day1W '44 Double -Sided Cell Structure a LG NeONTh12 Black now performs better on sunny days The rear of the cell used in LG NeONI"' 2 Black will contribute thanks to its improved temperature coefficiency. to generation, just like the front; the light beam reflected from the rear of the module is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity, based on solar energy business as its future growth engine. We embarked on a solar energy source research program in 1985, supported by LG Group's rich experience in semiconductor, LCD, chemistry, and materials industry. We successfully released the first Mono X® series to the market in 2010, which were exported to 32 countries in the following 2 years, thereafter. In 2013. LG NeON- (previously known as Mono X° NeCIN) won "Imersolar Award', which proved LG is the leader of innovation in the Industry. LG. LG300N1K-G4 Mechanical Properties Electrical Properties (STC *) Cells 6 x 10 Module Type 300 W Cell Vendor LG MPP Voltage (Vmpp) 32.5 Cell Type Monocrystalline / N -type MPP Current (Impp) 9.26 Cell Dimensions 156.75 x 156.75 mm / 6 inches Open Circuit Voltage (Voc) 39.7 tt of Busbar 12 (Multi Wire Busbar) Short Circuit Current (Isc) 9.70 Dimensions (L x W x H) 1640 x 1000 x 40 mm Module Efficiency (%) 18.3 64.57 x 39.37 x 1.57 inch Operating Temperature ("C) -40-+90 Front Load 6000 Pa / 125 psf " Maximum System Voltage (V) 1000 Rear Load 5400 Pa / 113 psf Maximum Series Fuse Rating (A) 20 Weight 17.0 t 0.5 kg / 37.48 t 1.1 lbs Power Tolerance (%) 0-+3 Connector Type MC4, MC4 Compatible, IP67 STC (standard Test Condition): Irradiance 1000 W/m', Module Temperature 25 °C, AM 1.5 Junction Box IP67 with 3 Bypass Diodes ' The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion. "The typical change in module efficiency at 200 W/m' in relation to 1000 W/m' is -3.0%. Length of Cables 2 x 1000 mm / 2 x 39.37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties (NOCT*) Certifications and Warranty Module Type 300 W Maximum Power (Pmax) 218 Certifications IEC 61215, IEC 61730-1/-2 MPP Voltage (Vmpp) 29.5 IEC 62716 (Ammonia Test) MPP Current (Impp) 7.38 IEC 61701 (Salt Mist Corrosion Test) Open Circuit Voltage (Voc) 36.5 ISO 9001 Short Circuit Current (Isc) 7.83 UL 1703 NOCr (Nominal Operating Cell Temperature): Irradiance 800 W/m', ambient temperature 20 °C, wind speed 1 m/s Module Fire Performance (USA) Type 2 (UL 1703) Fire Rating (for CANADA) Class C (ULC/ORD C1703) Dimensions (mm/in) Product Warranty 12 years 0 Output Warranty of Pmax Linear warranty* i ' 1) 1st year. 98%, 2) After 2nd year 0.6%p annual degradation, 3) 83,6% for 25 years Temperature Characteristics a s NOCT 46 t 3 °C Pmpp -0.38 %/°C Voc -0.28 %/°C Isc 0.03 %/oC Characteristic Curves 1000w 3 eoow e.ao fi00W 4.00 400W 200W 2.00 FA— va-p (v) o.m s.00 loo- 1s.00 m.00 zs.00 ao.00 as.ao -—o Lx^, 1ao 1m 1m r w fio ao m 0 M�Ix OeulY Deua2 rmg Weheme A°,t aae hate The distance between the center of the mounting/grounding holes. North America Solar Business Team Product specifications are subject to change without notice.(9 ■ LG LG Electronics USA Inc DS -N2 -60 -K -G -F -EN -50427 IN Ulfe.s Gaud 1000 Sylvan Ave, Englewood Cliffs, N107632 Copyright ©2015 LG Electronics. All rights reserved. Innovation for a Better Life Contact: Ig.solar@lge.com 01/04/2015 www.lgsolarusa.com ■ SolarEdge Three Phase Inverters for the 208V Grid for North America SE90S/SEMAKUS The best choice for SolarEdge enabled systems — Integrated arc fault protection for NEC 2011690.11 — Rapid shutdown for NEC 2014 690.12 — Outdoor and indoor installation — Built-in module -level monitoring — Internet connection through Ethernet or Wireless — Small, lightweight and easy to install on provided bracket Fixed voltage inverter, DC/AC conversion only Integrated Safety Switch USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL www.solaredge.us S o I a r a Three Phase Inverters for the 208V Grid for North America �r SE9KUS / SE14.40Si'I SE9KUS SE14AKUS OUTPUT Rated AC Power Output ..Maximum .......... 9000 14400 19400 VA AC Power Output.............................................9000...................... ............................... Transformer -less, Ungrounded UL16998, UL1998, CSA 22.2 .......................................... 14400...................... ....................................... Yes VA.... AC Output Line Connections ............................................................................................................................................................................... . ........................................................... 4 -wire WYE (L1 L2 L3 N) plus PE or 3 wire Delta ....... 250 250 AC Output Voltage Minimum Nominal- minimum / 1. 6 AWG 300....................... DC input conduit size /AWG range ............................................................................................................................................................................. ...Vdc Maximumlz� (L -N) ............................................................................................................................................................................... Number of DC inputs .. ... .. .. .......................... 10 5-1 20 132.5 ..... Vac AC Output Voltage Minimum -Nominal in/mm ... Vdc Nominal Input Voltage DC to Grid ............................................................................................................................................................................... in/mm Maximum(') (L -L) ............................................................................................................................................................................... 200 183-208-229 Weight with Safety Switch ................................................... Vac AC Frequenc Min-Nom-Maxizl ............ Y............................................................................................................................................................ Cooling .........................................................................................I.............................. 59.3 - 60 - 60.5 Hz Max: Continuous Output Current (per Phase) Vdc 25 40 ...... :40 to +140 / .40 to +60 .............................................I......... A GFDIThreshold ........Thre................................................................................... NEMA 3R .............1.........................................................A..... i'I For277/480V inverters refer to: http://www.solaredge.com/files/Ddfs/products/inverters/se-three-phase-us-inverter-datasheet Itl Max. Input Short Circuit Current .....................................................:......................................................................................................................... Utility Monitoring, Islanding Protection, For other regional settings please contact SolarEdge support. (3) Rapid shutdown kit P/N: contact SolarEdge. Yes I"I Field replacement kitfor 1 pair of inputs P/N: DCD-3PH-ITBK. Country Configurable Set Points Reverse -Polarity Protection Yes INPUT Maximum DC Power (Module STC) .............. .......... ............ 12150........ .....__..._.I._.._.... 19400 W..... Transformer -less, Ungrounded UL16998, UL1998, CSA 22.2 .......................................... ....................... ....................................... Yes IEEE1547 ................................................................................................. . Maximum Input Voltage.DCto Grid ............... ............................................................................................................................................. 250 250 AC output conduit size / AWG ran e ..........p...............................g..................................................3�4.. minimum / 1. 6 AWG 300....................... DC input conduit size /AWG range ............................................................................................................................................................................. ...Vdc Maximum Input Voltage DC+to DC: ............. Number of DC inputs .. ... .. .. .......................... 500 ........................................................................................ ..... Dimensions (HxWxD) ................ 600 in/mm ... Vdc Nominal Input Voltage DC to Grid ............................................................................................................................................................................... in/mm Weight .............................................................................................................................................................................. 200 Weight with Safety Switch ................................................... Vdc Nominal Input Voltage DC+to DC:.................................................................400...................................... Cooling .........................................................................................I.............................. Fans user replaceable) ................. Noise...............................50 .................................................... < 55 .......................................................................... Vdc Maximum Input Current .................................................................................... ...... :40 to +140 / .40 to +60 .............................................I......... ... 'F/'C Protection Rating NEMA 3R i'I For277/480V inverters refer to: http://www.solaredge.com/files/Ddfs/products/inverters/se-three-phase-us-inverter-datasheet Itl Max. Input Short Circuit Current .....................................................:......................................................................................................................... For other regional settings please contact SolarEdge support. (3) Rapid shutdown kit P/N: contact SolarEdge. 45 I"I Field replacement kitfor 1 pair of inputs P/N: DCD-3PH-ITBK. Adc Reverse -Polarity Protection Yes ............................................................................................................................................................................... Ground -Fault Isolation Detection ................................................................. iMIZ Sensitivity CEC Weighted Efficiency ....g .................... ........p......................................................................................... 96.5 ................................................................ ....................................... 97 ........... Night-time Power Consum tion <3 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional) Rapid Shutdown — NEC 2014 690.12 With installation of rapid shutdown kitl3l STANDARD COMPLIANCE ' SafetyUL1741, UL16998, UL1998, CSA 22.2 .......................................... Grid Connection Standards IEEE1547 ................................................................................................. Emissions FCC art15 class B p INSTALLATION SPECIFICATIONS AC output conduit size / AWG ran e ..........p...............................g..................................................3�4.. minimum / 1. 6 AWG DC input conduit size /AWG range ............................................................................................................................................................................. ....................................................... 3/4" minimum / 12-6 AWG Number of DC inputs .. ... .. .. .......................... 2 pairs I 3 pairs (with fuses on lus & minus ......... p.................f... ..... Dimensions (HxWxD) ................ 21 x 12.5 x 10.5 / 540 x 315 x 260 ................................................................................ in/mm Dimensions with Safety Switch (HxWxD) ..................................................... 30.5 x 12.5 x 10.5 / 775 x 315 x 260 ................................................................. in/mm Weight .............................................................................................................................................................................. 73.2 / 33.2 I 99.5/45 Weight with Safety Switch ................................................... 79.7 / 36.2 106 / 48 ......................................................................... Cooling .........................................................................................I.............................. Fans user replaceable) ................. Noise...............................50 .................................................... < 55 .......................................................................... dBA Operating Temperature Range . ........................................................... ...... :40 to +140 / .40 to +60 .............................................I......... ... 'F/'C Protection Rating NEMA 3R i'I For277/480V inverters refer to: http://www.solaredge.com/files/Ddfs/products/inverters/se-three-phase-us-inverter-datasheet Itl pdf For other regional settings please contact SolarEdge support. (3) Rapid shutdown kit P/N: contact SolarEdge. I"I Field replacement kitfor 1 pair of inputs P/N: DCD-3PH-ITBK. SAH C0NSULT1t4G October 1, 2016 To: Sunbug Solar 411A Highland Ave Somerville, MA 02144 Subject: Structural Certification for Installation of Solar Panels North Parish Church 190 Acadamy Road North Andover, MA. 01845 To Whom It May Concern, EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 Elaine@EA.Hstructural,com A design check for the subject structure was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a field inspection of the property, the existing roof support structures were observed by the client's auditors as follows: The roof structure of (south hip end) consists of composition shingle on roof plywood that is supported by pre- fababricated step-down trusses that are spaced at @ 24"o.c.. The trusses have a max projected horizontal span of approximately 43'-8" between exterior load bearing walls, and a slope of 23 degrees. The top chords are 2x6 sections, the bottom chords are 2x6 sections and the web members are 2x4 sections. The truss members are connected by steel gusset plates. The max unsupported projected horizontal top chord span is approximately 7'4'. The roof structure of (west facing roof) consists of composition shingle on roof plywood that is supported by pre- fabricated room -in -attic trusses that are spaced at @ 24"o.c.. The trusses have a max projected horizontal span of approximately 43'-8' between exterior load bearing walls, and a slope of 23 degrees. The top chords are 2x10 sections, the bottom chords are 2x10 sections and the web members are 2x4 sections. The truss members are connected by steel gusset plates. The max unsupported projected horizontal top chord span is approximately 8'-0". The roof structure of (south facing roof) consists of composition shingle on roof plywood that is supported by pre- fabricated step-down trusses that are spaced at @ 24"o.c.. The trusses have a max projected horizontal span of approximately 35'-2' between exterior load bearing walls, and a slope of 23 degrees. The top chords are 2x6 sections, the bottom chords are 2x6 sections and the web members are 2x4 sections. The truss members are connected by steel gusset plates. The max unsupported projected horizontal top chord span is approximately 7'4". The existing roof framing system of (south hip end) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of (west facing roof) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof framing system of (south facing roof) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. North Parish, North Andover 1 CAW CGot4s1 t--rit4c; The spacing of the solar standoffs should be kept at 48" o.c.. EAH Structural Consulting 11 Ponybrook Lane Lexington; MA 02421 PHONE 1.978.406.8921 Elaine(PEAHstructural,com I further certify that all applicable loads required by the codes and design criteria listed below were applied to the AEE SnapNRack solar rail system and analyzed. Furthermore, the installation crews have been thoroughly trained to install the solar panels based on the specific roof installation instructions developed by AEE SnapNRack for the racking system and AEE for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Design Criteria: • Applicable Codes = Massachusetts Building Code, 8th Edition, ASCE 7-05, and 2005 NDS • Roof Dead Load = 8 psf (south hip end) -- 8 psf (west facing roof) -- 8 psf (south facing roof) • Roof Live Load = 20 psf • Wind Speed = 100 mph, Exposure B • Ground Snow Load = 50 psf - Roof Snow Load = 35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, Elaine Huang, P.E. Project Engineer 'ZN OF�,A�,�cy ELAINE A. Gan c HUANG CIVIL y ho. 49929 North Parish, North Andover 2 4 CAM 'CONSUI -rit4o Gravity Loading Roof Snow Load Calculations pg = Ground Snow Load = pf = 0.7 Ce Ct I pg Ce = Exposure Factor = Ct = Thermal Factor = I = Importance Factor = pt = Flat Roof Snow Load = E.AH Structural Consulting 11Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 ElainetP—E.AHstructural.com 50 psf (ASCE7 - Eq 7-1) 1 (ASCE7 - Table 7-2) 1 (ASCE7 - Table 7-3) 1 35.0 psf ps = Cspf (ASCE7 - Eq 7-2) Cs = Slope Factor = 1 ps = Sloped Roof Snow Load = 35.0 psf PV Dead Load = 4 psf (Per Sunbug Solar) Roof Dead Load (south hip end) Composition Shingle 4.00 Roof Plywood 2.00 2x6 Top Chords @ 24"o.c. 1.15 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL (south hip end) 8.0 psf DL Adjusted to 23 Degree Slope 8.7 psf Roof Dead Load (west facing roof) + Composition Shingle 4.00 Roof Plywood 2.00 2x10 Top Chords @ 24"o.c. 1.93 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.07 Total Roof DL (west facing roof) 8.0 psf DL Adjusted to 23 Degree Slope 8.69 Roof Dead Load (south facing roof) Composition Shingle 4.00 Roof Plywood 2.00 2x6 Top Chords @ 24"o.c. 1.15 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL (south facing roof) 8.0 psf DL Adjusted to 23 Degree Slope 8.69 North Parish, North Andover 3 r- t �AFi' �r�glN'�i.4�d�4T1N4r� E.AH Structural Consulting 11 Ponybrook Lane Lexington; MA 02421 PHONE 1.978.406.8921 ElaineiQE.AHstructural.com Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category B Roof Shape Gable/Hip Roof Slope 23 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design Wind Pressure Calculations Wind Pressure P = qh*(G*Cp) Standoff Uplift Calculations qh = 0.00256 * Kz * Kzt * Kd * V^2 * I (Eq_6-15) Kz (Exposure Coefficient) = 0.7 (Table 6-3) Kzt (topographic factor) = 1 (Fig. 6-4) Kd (Wind Directionality Factor) = 0.85 (Table 6-4) V (Design Wind Speed) = 100 mph Uplift Pressure = I Importance Factor = 1 (Table 6-1) qh = 15.23 X Standoff Spacing = Standoff Uplift Check Maximum Design Uplift = -385 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity > 385 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5/16" dia Lag Number of Fasteners = 1 Embedment Depth = 2.5 Pullout Capacity Per Inch = 250 Ib Fastener Capacity = 625 Ib w/ F.S. of 1.5 = 417 Ib 417 Ib capacity > 385 Ib demand Therefore, OK North Parish, North Andover 4 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp = -0.85 -1.45 -2.30 0.40 (Fig. 6-11) Uplift Pressure = -12.95 psf -22.09 psf -35.03 psf 10.0 psf (Minimum) X Standoff Spacing = 4.00 4.00 4.00 Y Standoff Spacing = 2.75 2.75 2.75 Tributary Area = 11.00 11.00 11.00 Footing Uplift= -142 Ib -243 Ib -385 Ib Standoff Uplift Check Maximum Design Uplift = -385 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity > 385 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5/16" dia Lag Number of Fasteners = 1 Embedment Depth = 2.5 Pullout Capacity Per Inch = 250 Ib Fastener Capacity = 625 Ib w/ F.S. of 1.5 = 417 Ib 417 Ib capacity > 385 Ib demand Therefore, OK North Parish, North Andover 4 r CAH COP45ULT1*40 Framing Check (south hip end) E.AH Structural Consulting 11Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 Elaine QE.AHstructu-al.com PASS Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress = 1504.3 psi Maximum Moment = (wL"2) 18 = 584.213 ft# = 7010.56 in# Actual Bending Stress = (Maximum Moment) / S = 927.1 psi Allowed > Actual -- 61.7% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E = 1400000 psi Per NDS) = 0.466 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L^4) / (384*E*I) = 0.177 in = U475 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.35 in (5*w*L^4)/(384*E*I) 0.130 in U647 > U240 Therefore OK Check Shear Member Area= 8.3 in"2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv *A = 1114 Ib Max Shear (V) = w * L 12 = 334 Ib Allowed > Actual -- 30% Stressed -- Therefore, OK North Parish, North Andover 5 w = 95 plf Dead Load 8.7 psf PV Load 4.0 psf Snow Load 35.0 psf ) 2x6 Top Chords @ 24"o.c. Governing Load Combo = DL + SL Member Span = T- 0" Total Load 47.7 psf Member Properties Member Size S (in ^3) 1(in ^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 24"o.c. Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress = 1504.3 psi Maximum Moment = (wL"2) 18 = 584.213 ft# = 7010.56 in# Actual Bending Stress = (Maximum Moment) / S = 927.1 psi Allowed > Actual -- 61.7% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E = 1400000 psi Per NDS) = 0.466 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L^4) / (384*E*I) = 0.177 in = U475 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.35 in (5*w*L^4)/(384*E*I) 0.130 in U647 > U240 Therefore OK Check Shear Member Area= 8.3 in"2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv *A = 1114 Ib Max Shear (V) = w * L 12 = 334 Ib Allowed > Actual -- 30% Stressed -- Therefore, OK North Parish, North Andover 5 Framing Check (west facing roof) EAH Structural Consulting 11 Ponybrook Lane Lexington, M.A 02421 PHONE 1.978.406.8921 Elaine(DEAHstructural.com PASS w = 95 plf Dead Load 8.7 psf PV Load 4.0 psf _ Snow Load 35.0 psf 2x10 Top Chords @ 24"o.c. 0 Governing Load Combo = DL + SL Member Span = 8'- 0" Total Load 47.7 psf Member Properties Member Size S (in ^3) 1 (in A4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3. 1) 875 x 1.15 x 1.1 x 1.15 Allowed Bending Stress =1272.9 psi Maximum Moment = (wL"2)/8 = 763.054 ft# = 9156.65 in# Actual Bending Stress = (Maximum Moment) / S = 428.1 psi Allowed > Actual - 33.7% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E = 1400000 psi Per NDS) = 0.533 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5WL^4) I (384`E`I) = 0.064 in = U1500 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.4 in (5WL"4) I (384-E*I) 0.047 in U2043 > U240 Therefore OK Check Shear Member Area = 13.9 in^2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv * A = 1873 Ib Max Shear (V) = w' L / 2 = 382 Ib Allowed > Actual -- 20.4% Stressed -- Therefore, OK North Parish, North Andover 6 EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 C.AH 0 0f-4$I.II.TIN,6i ElainegEAHstructur-al.com Framing Check (south facing roof) PASS w = 95 pif Dead Load 8.7 psf PV Load 4.0 psf _ Snow Load 35.0 psf ) f� 2x_6_ Top Chords @ 24"o.c. Governing Load Combo = DL + SL Member Span = T- 0" Total Load 47.7 psf Member Properties Member Size S (in"3) I (in^4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 24"o.c. Check Bending Stress Fb (psi) = fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress =1504.3 psi Maximum Moment = (wL"2)/8 = 584.213 ft# = 7010.56 in# Actual Bending Stress = (Maximum Moment) / S = 927.1 psi Allowed > Actual - 61.7% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E = 1400000 psi Per NDS) = 0.466 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L"4) / (384*E*I) = 0.177 in = U475 > U180 Therefore OK Allowed Deflection (Live Load) = Actual Deflection (Live Load) = 0240 0.35 in (5*w*1-114)/(384*E*1) 0.130 in U647 > U240 Therefore OK Check Shear �� � � mber Area = 8.3 in^2 Allowed Shear = Fv *A = 1114 Ib Fv (psi) = 135 psi (NDS Table 4A) Max Shear (V) = w * L / 2 = 334 Ib Allowed > Actual -- 30% Stressed -- Therefore, OK North Parish, North Andover 7 A� U® CERTIFICATE OF LIABILITY INSURANCE DATE`M"I�D"Y'n' 5/5/2016 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(les) must 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 T. Edmund Garrity & Co., Inc. 545 Concord Avenue, Suite 16 Cambridge MA 02138 CONTACT Annie NAME: PRONE (617)354-4640 FI (AIC,NO;(617)354-5828 AIL ADDRESS:annie@garrity—insurance.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:Sentinel Ins Co. 11000 INSURED Sun Bug Solar LLC 411a Highland Ave Somerville MA 02144 INSURER B Commerce Ins. Co. 34754 INSURER C Admiral IIIS Co. INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER!MASTER COI 2016 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 LTR TYPE OF INSURANCEADDLSUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS R COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE a OCCUR DA RENTED PREM SF111E TOEa occurrence $ 1,000,000 MED FRCP (Any one person) $ 10,000 08SEANK6974 4/30/2016 4/30/2017 PERSONAL &ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 B POLICY 1 PRO ❑ LOC JECT PRODUCTS - COMP/OPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ B ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BGGVYR 4/30/2016 4/30/2017 BODILYINJURY(Peraccident) $ x HIREDAUTOSNON-OWNED AUTOS Ix PROPERTY DAMAGE $ Per accident R UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 AEXCESS LIAB CLAIMS -MADE DED I g RETENTION$ 10,000 $ 08SBANN6974 4/30/2016 4/30/2017 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N PER OTH- STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N/A E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ C Professional Liability/ FEIECC2206300 10/09/2015 10/06/2016 Eachdaim 1,000,000 Errors and Omissions Aggregate 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached it more space is required) For Reference Only ILLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Garrity/SPORTI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS025 r9014mt IN ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 7/26/2016 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 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 T. Edmund Garrity & Co., Inc. 545 Concord Avenue, Suite 16 Cambridge MA 02138 CONTACT NAME: Annie Lukas (PHONE., Ext: (617) 354-4640 AXiAIC No: (617)354-5628 AIL ADDRESS:annie@garrity-insurance.com INSURERS AFFORDING COVERAGE NAIC # INSURERA:Sentinel Ins Co. 11000 INSURED Sun Bug Solar LLC 411a Highland Ave Somerville MA 02144 INSURER B :Commerce Ins. Co. 34754 INSURER C Admiral Ins Co. INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:MASTER COI 2016 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 LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE ❑X OCCUR DAMAGE TO RENTED 1,000,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 10,000 OBSBANN6974 4/30/2016 4/30/2017 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY ❑ PRO ❑ LOC JECT PRODUCTS-COMP/OPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident BODILY INJURY (Per person) $ B ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS BGGVYR 4/30/2016 4/30/2017 BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 A EXCESS LIAB CLAIMS -MADE DED I X RETENTION$ 10,000 $ 08SBANN6974 4/30/2016 4/30/2017 WORKERS COMPENSATIONPER OTH- AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVEF—]E.L. OFFICER/MEMBER EXCLUDED? NIA STATUTE I ER EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ C Professional Liability/ FEIECC2206300 10/09/2015 10/06/2016 Each claim 1,000,000 Errors and Omissions Aggregate 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER (ANrFI I ATInN ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS02519014M) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood St, Suite 2035 ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE W Garrity/SPORTI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD INS02519014M) The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): SunBug Solar Address: 411A Highland Avenue, Suite 312 City/State/Zip: Somerville, MA Phone #: 617-500-3019 Are an employer? Check the appropri am a employer with 20 4. 1 1,ou x: I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2❑I 8. am a sole proprietor or partner- listed on the attached sheet. I ship and have no employees These sub -contractors have working for me in any capacity. 11 lumbing repairs or additions workers' comp. insurance. [No workers' comp. insurance 5. ae are a corporation and its required.] officers have exercised their 3 I am a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, §1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. 14ew construction 7. Zemodeling 8. Demolition 9. 3uilding addition 1 lectrical repairs or additions 11 lumbing repairs or additions 12 Zoof repairs 13�ther Solar Installation *Any applicant that checks box #I must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name ofthe sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: Liberty Mutual Insurance Group WC231 S381595015 Expiration Date: 4.30.17 Job Site Address: NO Ai d t ,,,U RG City/State/Zip: p/�/! �/I � Bt/�� /"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 7", under the a pains and penalties of perjury that the information provided above is true and correct Cinn afiira• / / riata• 1//7 h I/ I 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 #: " 0-11 Le Bbl-Con•.unwr Affitirs mum Nell?i111' �F�il'�fl.�i't'1111'.Ili '� �t'19F:l�:llg1' IAC t`14I:T117t171 ft�47t51!Allitrl 1G'a t IMti� L.L�C Ci[lndlli117 �11lslQt7 Trrt t.=.tr,,a; SUN:FJUG SOLAR LLC - CHENEY BRAND .41 IA HIGHLAND AVE ST 312 OMERVILLE, MA 02144 ChlAlfr mf L iimmin.i %third 0.4psinr,• 1ltrpl f ll.ix �'t-1 POME IMPR NEMEN CCWTRAClt* r i41T�Iw3Pa' ir 163391 ?5RQ i - 'Fs�lirnllal. W11,131; LtC 5;AN RUG 5C''LAF LLC. ClIENTY BRAND at ti H C;14LAtiL7AYE 5T 31. 5QV= .�- %(A CC 144 1 wlrnrrrril4i I i,slam. ,1,tliirt-4 aftA rviimi r*141. ''if',®rk 8134110 Nt e'1151"' , lslxdra kf-tir•raal 1'sal.W;meric I,iirrVArd 1.'ICRn'v.r nlI-•t-.1.1ra1mon 4 a4,ii1: rads iii"1i41di11 71'W "iwl, f,cf... firer t%pirmrinu 41mr. 11 N.nad rrlwrn I,,: R M flan ail ConN41reWr tifaliti Arid M4atw07?r Until A7m ra dark ftl iRa - uNa t 6 Y1 GF '� *�illrg+rl +i.icilCurf >PLACE d oepartrrlert; cf Puttl7c SitetV tmej Oeguiations and StaMU i MORRISON License u �ttSOr 1Dilii - �r7rt7: 5 it5n M 0232220,18 i Massachusetts - Department of Pubfic Satsty Board of BuHding R gtAntsona meet Standards e'.fro.rrr��rrn'wjrrr� ra.r License: GS-075W X41. K1dt+11�'Ent 141 CA 1 '¢ IS Pate St,rbct i lsnrrbrster MA (81� Expitavon Genn eNx�tOtitr 431D3 *1T NORTH ANDOVER OLDE CENTER HISTORIC DISTRICT COMMISSION Certificate of Appropriateness This certificate of Appropriateness is issued this Seventeenth day of August 2016 to North Parish Church for 190 Academy Road in accordance with Chapter 40C of the General Laws of the Commonwealth of Massachusetts as amended and the by-laws of the North Andover Olde Center Historic District Commission. This will allow for the installation of 6 additional solar panels (a total of 21) in a triangular array on the front south facing roof, 21 solar panels on the side and 9 on the rear roof of the 2014 new addition structure. This along with the previous certificate of appropriateness approved on February 11, 2016 represents a total of 51 solar panels approved. All solar panels are to be low profile black on black construction set in an all -black case and frame structure raised approximately 6 inches off the roof surface and set back approximately 7 inches from the gutter line. All roofs should provide symmetry in their arrangement. See attached layout drawings for reference. Georg 'H. S&ruepfier, Jr. Chairman Martha Larson _ Lessli�eeFrazier t Harry Aznoi A" 40r ` ♦ Addition a. ✓ t ., A F� wC�. ♦ anctuary r * . ' � �.O►ZOGoogle 1 ^- Tour Guide jp X19 "" . Imagery Date: 5!10/2016 42°41'03." N 711 °06'43.17" W clew 19; 1 0;' 1 • 16 1 r 4,t a1� ` t# lip 5 ' IQ f ��,�►�. ��af!♦ ♦j�• Nei ire+ +�• �'. 0000 ONA 04 �� ilk, ••• ;.,•'• •, ;•,. •.. 'e� `07, 'r . ; at+♦ 4 l���� �r�•�i'��#►��� �♦i;moi► f`�Ir �� � �a��� t�`.�� �.��! `�.�►!� �j4% �Ni s*�•#ri►'"'�i. -4p, a r#ell�+it��i�r���i�#'#�+#��1i#Ar�l��+�s sr�� ON ioss,r r `sad+146 f k r41 WAR, WWI r41 WAR, r G; y S; I� RN 10 f I I � i I 4 f.' 7 F". I