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HomeMy WebLinkAboutBuilding Permit # 7/31/2015 1 TOWN OF NORTH ANDOVERII APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued:- IMPORTANT: ssued: I PORTANT:Applicant must complete all items on this age LOCATION 371 Mar 1crid e o d PROPERTY OWNER Seth Cunei: Print. print 100 Y ar t71'd Structure yes n0 , MAP NO; PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building W One family ❑Addition ❑Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Installation of a 7.0 lacy (28 panels) rooftop solar array Installation of sistering Identification Please Type or Print Clearly) OWNER: Name: Seth Gagnon Phone: 978-657-6505 Address: Marbleridge Road CONTRACTOR Name: Roinain Strecker Phone 781-462-8702 02 Address: 10 Churchill.place,l:ynn' ! A 01 02 Supervisor's Construction License o963a5 Exp: Date: 10/8/2016 Home Improvement License: 169698 Exp. Date: 7/17/2015 ARCHITECT/ENGINEER_ Elaine tivang Phone: Address: 35 Kendall C_,ourt Medford MA Reg, No. 49029 FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ $33,789 FEE: $ q0 Check No.: b Receipt No.: NOTE: Persons c:ontr sting with unregistered Contractors do not have access to the guaranty fund Signature of Agent/Owner see signed contract Signature of contractor .. , r--1 -, ... . . � - . _. . _. r-1 —. . __. r, tkORT H Town of ndover G0 I/& ver, Mass, COCMICNEWICK -�- A04ATED 10 4:,5 S U BOARD OF HEALTH Food/Kitchen PERM� IT T LD Septic System THIS CERTIFIES THAT ......... BUILDING INSPECTOR . .. ........ ......................................... 22 Foundation has permission to erect .......................... buildings on ..,;,7 .�..... ! ........ .I�. ........................ //�� ,A Rough tobe occupied as ..�..,O...6��/:.°:Af.......5.!. . t-r............................................................................. Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EIR IN 6 MONTHS ELECTRICAL INSPECTOR LESS CONSTRUCT ARTS Rough Service ............ . ............................................................ BUILDING INSPECTOR Final GAS INSPECTOR Occupancy Permit Required t® Occupy Building Rough Islay in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry all To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. rr rr rrz r/i: r, ,rrr/ir..,A STRUCTURAL ENGINEERS November 24, 2014 SunPower Corporation 1414 Harbour Way South Richmond, CA 94804 TEL: (510) 540-0550 Attn.:Engineering Department, Re: Engineering Certification for the SunPower Corporation Invisimount Design Tool This letter is to document that PZSE, Inc.-Structural Engineers has reviewed SunPower's Invisimount Design Tool, an online tool that: • Evaluates structural design loads on SunPower Invisimount solar arrays • Evaluates the maximum allowable spacing of attachments of the system to the roof to resist design loads • Estimates the bill of materials for specific projects to assist with ordering parts from SunPower SCOPE OF THE TOOL: Invisimount by SunPower is a solar panel support system for installing solar photovoltaic arrays on sloped roofs of buildings. Typically such buildings are residential with shingle or the roofs. Each row or column of modules is supported by two rails,which are attached to the roof structure. The number and spacing of attachments to the roof structure can vary depending on, for example, structural loads at a particular site,the type of attachment hardware used, and spacing of the supporting roof structural members. SCOPE OF OUR REVIEW: PZSE, Inc.—Structural Engineers provided a review of the following • Invisimount online Design Tool algorithm and design methodology and has determined that the Invisimount Design Tool is a rational approach and is in compliance with the structural requirements of the following Reference Documents: 1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 7-05 2. International Building Code, 2009 Edition, by International Code Council, Inc. 3. Aluminum Design Manual, 2005 Edition, by The Aluminum Association 4. AC428,Acceptance Criteria for Modular Framing Systems Used to support Photovoltaic (PV)Panels, November 1, 2012 by ICC-ES This letter certifies that the Invisimount online Design Tool is in compliance with the above Reference Documents. 8150 Sierra College Boulevard,Suite 150 d Roseville,CA 95661 9 916.961.3960 P • 916.961.3965 * www.pzse.com Page 1 of 2 <I STRUCTURAL ENGINEERS DESIGN RESPONSIBILITY: The Invisimount Design Tool is intended to be used under the responsible charge of a registered design professional where required by the authority having jurisdiction. In all cases, the tool should be used under the direction of a design professional with sufficient structural engineering knowledge and experience to be able to: • Evaluate whether the tool is applicable to the project, based on the "Engineering Basis of Calculations" document and the characteristics of the project, and • Understand and determine the appropriate values for all input parameters of the tool. Results of the tool should be checked against the design professional's judgment.Excerpts from standards such as ASCE 7-10 are presented in the tool as pointers to the standard and are not intended to diminish the user's responsibility to consult the applicable figures and sections of the standard directly. The user or design professional in responsible charge assumes full design responsibility. The tool does not check the capacity of the building structure to support the loads imposed on the building by the array, such as bending strength of roof rafters spanning between supports. This requires additional knowledge of the building and is outside the scope of the design tool and our review. Please feel free to contact me at your convenience if you have any questions. Sincerely, Paul Zacher, SE-President LSH OF4146S 9 PAUL K. >6 ZACHER TRUCTURAL ��„ 50100 /ST E�� NAL EXP. EXP.6/30/16 8150 Sierra College Boulevard,Suite 150 ® Roseville,CA 95661 916.961.3960 P ® 916.961.3965 ® www.pzse.com Page 2 of 2 EAH Structural Consulter ag i�r��a % 35 ken R<aH C� .6rt PHONE 1,978AD6,8921 July 18, 2015 To: Boston Solar 55 Sixth Road Woburn, MA 01801 Subject: Structural Certification for Installation of Solar Panels Gagnon Residence 371 Marbleridge Road North Andover, MA.01845 To Whom It May Concern, A design check for the subject residence 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(MP1)consists of composition shingle on roof plywood that is supported by nominal 2x8 rafters @ 16"o.c.,paired with nominal 2x8 ceiling joists @ 16"o.c..The rafters have a max projected horizontal span of 14'-0", with a slope of 31 degrees.The rafters are connected at the ridge to a continuous 2x10 ridge board and are supported at the eave by a load bearing wall. There are 1x10 collar ties @ 32"o.c.for structural stability. The existing roof framing system of(MP1)is judged to be inadequate to withstand the loading imposed by the installation of the solar panels.Structural reinforcement is required. Sister upgrade is required for(MPI).Stitch new 12'-0"long 2x8 SPF#2 or DF#2(min)to existing rafters that are longer than 13'-0"with Simpson SDW 22300 screws @ 16"o.c.or 10d nails @ 6"o.c.. The spacing of the solar standoffs should be kept at 48"o.c.with a staggered pattern to ensure proper distribution of loads. further certify that all applicable loads required by the codes and design criteria listed below were applied to the Ironridge 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 Ironridge for the racking system and Ironridge 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 Residential Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=11 psf(MPI) • Roof Live Load=20 psf • Wind Speed=100 mph,Exposure C • Ground Snow Load=50 psf - Roof Snow Load=35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, F INF!A. �u> N ANG CIVIL Elaine Huang,P.E. t Project Engineer � sw—nF. Gagnon Residence, North Andover 1 Er' H Structural Consulting 35 k'end8ll`_GrJri: BriE_rJI ti`s 01730 PN,N)E 1,978.4066 8"211 �a,t-i r:rsr- t-�.r�r�� rf-ra E��,_ine,�E4H'skructu!-ai.con-i GravityLoading_ -Roof Snow Load Calculations p9=Ground Snow Load= 50 psf pf=0.7 Ce Cr I pg (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 1 (ASCE7-Table 7-2) Ct=Thermal Factor= 1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=Flat Roof Snow Load= 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 Boston Solar) Roof Dead Load(MP1) Composition Shingle 4.00 Roof Plywood 2.00 Double 2x8 Rafters @ 16"o.c. 4.54 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.46 Total Roof DIL(MP1) 11.0 psf DL Adjusted to 31 Degree Slope 12.8 psf t Gagnon Residence, North Andover 2 , ai E H Structural Consulting pwr Eedford, PIA C 1730 P�--IONE 1,978,406,8921 ��� ���.,� t»���u�a�arrrrt�,"rEir�Ga I la¢Ke�A�,�G�"=hH�� rkua~fi.K�36,CU.r, Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 31 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) qh=0.00256*Kz*Kzt*Kd*V"2*I (Eq_6-15) Kz(Exposure Coefficient)= 0.9 (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 I Importance Factor= 1 (Table 6-1) qh= 19.58 Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.10 -1.10 0.85 (Fig.6-11) Uplift Pressure= -17.63 psf -21.54 psf -21.54 psf 16.6 psf 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= -194 Ib -2371b -2371b Standoff Uplift Check Maximum Design Uplift= -237 Ib Standoff Uplift Capacity = 400 Gtr 400 Ib capacity>237 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= 2501b Fastener Capacity= 6251b w/F.S.of 1.5= 417 Ib 417 Ib capacity>237 Ib demand Therefore,OK Gagnon Residence, North Andover 3 EAH Structural Consulting E, [4 . CI 17 31,0 PHONE 1,' 41-16,8.2'1 1-7-.taH 1;C'sFAS Ut TlNc' E1=;ine@EAH'_.kructur,al,COM Framing Check pp1) PASS-With Framing Upgrades w=69 plf Dead Load 12.8 psf PV Load 4.0 psf Snow Load 35.0 psf Double-24 Rafters @ 16"o.c. Governing Load Combo=DL+SL Member Span 14'-0" Total Load 51.8 psf Member Properties-Based on Upgraded Section Member Size S(in^3) 1(in^4) Lumber Sp/Gr Member Spacing Double 2x8 26.28 95.27 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wL^2)18 = 1693.21 ft# = 20318.5 in# Actual Bending Stress=(Maximum Moment)/S =773.2 psi Allowed>Actual--55.7%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1400000 psi Per NDS) = 0.933 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L"4)/(384*E*I) = 0.448 in = U375 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.7 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*1) 0.303 in U555 > U240 Therefore OK Check Shear Member Area= 21.8 in12 - Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 2936 Ib Max Shear(V)=w*L/2 = 484 Ib Allowed>Actual--16.5%Stressed -- Therefore,OK Gagnon Residence, North Andover 4 two BOSTON SOLAR Solar System Purchase and installation Agreement Overview Installer Owner The Boston Solar Company,LLC Seth Gagnon 55 Sixth Rd 371 Marbleridge Rd Woburn,MA 01801 N Andover,MA Major Components System Size: SPWR-250 28 7.0 kW Inverter Enphase Estimated Year 1 Production Production Monitoring Automated 8,001 kWh Total System Cast $33,789.00 Payment Schedule Federal Tax Credit* $10,136.70 At Signing $10,136.70 State Tax Credit* $1,000.00 At installation $20,273.40 MA Solar or Utility Rebate* $0.00 At System Commissioning $3,378.90 Final System Cost $22,652.30 Total of Payments $33,789.00 Price per watt: $4.83 Payment Type Loan *These financial estimates are provided for illustrative purposes. For actual financial and tax advice,please consult an independent tax advisor, Overview: As part of this Agreement,The Boston Solar Company will: • Handle all aspects of the project from initial paperwork through to installation and activation of your Solar System • Secure State or Utility rebates(if applicable),permits,and utility Interconnection approval • Install revenue grade monitoring,giving you real time insight into your system's performance,and allowing you enjoy automatic production reporting to generate your SRECs(Owner is required to have secure and stable Internet connection on the Property) • Handle SREC aggregation and sell your SRECs quarterly on your behalf(starting approximately six months after your system is activated) • Provide you with all related manufacturer warranties Time for Completion: The Work to be performed by Contractor pursuant to this Agreement,starting with preparation and submission of a full permitt ing package, shall be commenced within 30 days of contract signing. It is expected that installation should start within 60-90 days after contract signing, The actual Installation is expected to take 2-3 days.Once installation is completed,the Owner will need to make the Property available for electrical and building inspections within two weeks after installation.After inspections,the utility is expected to give u s final approval to turn on the system within 2-4 weeks, The entire process from contract signing to system commissionin is expQcted to take months,but may take longer depending on town and utility approvals,weather and equipment availability. Additional Contract Provisions: f' All payments are due immediately upon completion of each stage of the project.Quoted system price includes permit costs and utility interconnection fees. /) This Solar System includes a 10 year labor warranty,25 year inverter warranty and 25-year panel power warranty. '2 : 4 /G lei g Agreement., This Attachment forms part of the Solar Purchase and Installation Agreement. Boston Solar Representative Signature: // / it Dater Owner's Signature: � � � Date: BOSTON SOLAR SOLAR SYSTEM PURCHASE AND INSTALLATION AGREEMENT Owner: ll _, t_�(li� 1 �r (the "Owner") Site Address: MLS �� AY-Ut,MW1V (the "Property„) Date: (� 11� 1 t\ I A.- 6) t W ✓ This Solar System Purchase and Installation Agreement("Agreement") is entered into effect as of the latest date of signature of the parties below by and between The Boston Solar Company LLC, 55 Sixth Rd, Woburn, MA 01801 ("TBSC")and the Owner, who is the owner of the Property.All capitalized terms used in this Agreement but not defined herein shall have the meanings set forth in The Boston Solar Company Proposal attached hereto(the "Attachment"). 1. THE WORK TBSC shall perform work,provide the Services,supply such Equipment and furnish such other materials, supplies and other items as it determines are required to install the System described in the Attachment(the "Work").TBSC will perform or cause its subcontractors to perform the Work in a good and workmanlike manner,in accordance with prudent industry standards and practices.TBSC shall not make any changes in the Work unless agreed to in writing by the Owner. 2. REQUIRED PERMITS TBSC shall be responsible for acting as the Owner's agent to secure any permits required for the installation. All permit costs are included in the price for the Work. If you secure your own permits,you will be excluded from the Guaranty Fund provisions of Chapter 142A of the Massachusetts General Laws. 3. WARRANTIES TBSC warrants that,under normal use and service conditions,the System will be free from defects in workmanship and/or materials for ten(10)years after the date of the Work being completed(this"Limited Warranty").This Limited Warranty includes servicing manufacturer warranties free of charge.TBSC warrants any damage to Owner's roof within a five(5)inch radius of roof penetrations during performance of the Work. if a defect is discovered,TBSC will, at no additional cost to Owner,provide such labor and materials as required to restore the System to its originally installed state. If TBSC finds that the problems were not caused by the Work,or if the problems are not an actual problem of the System(e.g.shade or unauthorized alterations to the System),Owner will pay for any new parts and materials,and TBSC reserves the right to charge Owner a service charge of$100 per hour with the minimum service charge equal to$200. 1 BOSTON SOLAR SOLAR SYSTEM PURCHASE AND INSTALLATION AGREEMENT Effective immediately upon Owner making the final payment under this Agreement,TBSC hereby assigns to Owner,to the extent assignable,any and all manufacturer warranties covering the Equipment and shall deliver copies of such warranties after its receipt of such final payment. 4. TIME FOR PERFORMANCE TBSC shall perform the Work diligently,without unnecessary delays or interruptions and in a timely manner until completed.TBSC shall use reasonable efforts to start and complete the Work according to the timing described in the Attachment. 5. INSURANCE AND LICENSING TBSC represents and warrants to the Owner that TBSC or any subcontractors performing the Work shall be licensed and hold insurance coverage as required by applicable laws. TBSC is registered as a Home Improvement Contractor with the Massachusetts Office of Consumer Affairs and Business Regulation,under registration#169698. 6. OWNER CANCELLATION RIGHTS If Owner delivers a completed Notice of Cancellation within three(3)business days after the date of this Agreement,TBSC shall refund and return the Deposit in full to the Owner within ten (10)business days after its receipt of such Notice of Cancellation(attach to this Agreement). Owner acknowledges that TBSC will spend time and money evaluating the Property,designing the System and preparing the Work.If Owner cancels this Agreement after ten(10)business days,a cancellation fee of $1,000 will be deducted from the Deposit.Any permit costs and unrecoverable equipment costs incurred by TBSC will be added to the cancellation fee and deducted from the Deposit. _ r 7. TAX CREDITS, REBATES AND SRECS The Owner may be entitled to certain financial benefits related to the ownership and use of the System, including state or utility rebates("Rebates"),solar renewable energy certificates("SRECs"),state and federal income tax credits and net metering credits("Net Metering")(collectively defined as"Benefits").TBSC shall prepare,process and submit applications on behalf of Owner for Rebates,SRECs and Net Metering.TBSC is acting purely as an administrative agent and cannot guarantee the outcome of such applications. The Attachment includes an estimate of the Benefits that may be available to the Owner.TBSC makes no representation or warranty with respect to the Owner's eligibility to receive such Benefits. In all cases, Owner agrees to consult with the relevant governmental officials and Owner's accountant when evaluating Owner's eligibility for and the financial and tax consequences of receiving Benefits. 2 „£ BOSTON SOLAR SOLAR SYSTEM PURCHASE AND INSTALLATION AGREEMENT 8. PRE-EXISTING CONDITIONS AND PROPERTY PROTECTION TBSC shall not be responsible for any damages as a consequence of the Work performed on the site due to pre-existing conditions(e.g. cracked or broken shingles,faulty electrical wiring,etc.) TBSC reserves the right to suspend performance of the Work or terminate this Agreement with no liability to TBSC whatsoever if it discovers unanticipated site conditions that will increase the cost to perform the Work. If such termination occurs,TBSC shall refund all monies paid to TBSC reduced by any expenses actually incurred. However,if Owner and TBSC agree,the price may be renegotiated to reflect the true cost of the Work. TBSC will make best efforts to protect any property of the Owner,but the Owner is responsible for removing and replacing appliances,floor coverings,and any other obstacles or hazards required to perform the Installation.TBSC is not responsible for replacement of or damage to these items if they are removed by TBSC. 9. CUSTOMER OBLIGATIONS Owner agrees to:(a)notify TBSC immediately upon discovery of an emergency condition relating to the System,damage to the System,or theft of the System;(b)only have the System repaired pursuant to the Limited Warranty(as defined herein);(d)not modify the Property in a way that shades the System;(e)not do anything,permit or allow to exist any condition or circumstance at the Property which would cause the System not to operate as intended;and(g)permit TBSC,after providing reasonable notice,to inspect the System for proper operation,and to make any necessary repairs.Customer agrees to not make any modifications, improvements,revisions or additions to the System or take any other action that could void the Limited Warranty(as defined herein)without TBSC's prior written consent.if Owner fails to comply with the provisions of this paragraph,Owner's Limited Warranty shall be automatically voided. 10. GENERAL PROVISIONS Any disputes which may arise between the Owner and TBSC shall not impede or interfere with the diligent performance by TBSC of the Work.This Agreement shall be subject to and interpreted in accordance with the laws of the State of Massachusetts. Title,ownership and risk of lass to the System shall pass to Owner immediately upon Owner's payment of the final payment required under this Agreement.Owner shall provide all insurance necessary for the coverage of the System and risks to the Property related thereto after such payment. 3 BOSTON SOLAR SOLAR SYSTEM PURCHASE AND INSTALLATION AGREEMENT This Agreement,including the documents incorporated into this Agreement,forms the complete integrated agreement between TBSC and the Owner.The parties represent and warrant that in executing this Agreement,they are not relying on representations other than as expressly contained herein.There are no other terms or conditions that form a binding agreement between the parties other than this Agreement and its incorporated documents.This Agreement supersedes all prior agreements between the Owner and TBSC and may not be altered absent a subsequent written agreement signed by both parties. Both parties have reviewed this Agreement and represent that they understand and agree to the terms herein. Owner's Signature: =' 'i"�~ Co-Owner's Signature: . tl C' o-MV) r Owner's Name: . A�/I Co-Owner's Name: E. f, -- 'l•L C �•� Date: Date: 1 TBSC Authorized Representative Signature: � � l TBSC Authorized Representative Name: Date: 4 /% BOS10N SOLAR Homeowner's Agent Authorization Form N c.. 1�1 •- m' ° r1U' (Print Name) am the owner of the property located at address: \'4, - (Print Address) I hereby authorized The Boston Solar Company to act as my Agent for the limited purpose of applying for obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. Print Name: Customer Signature: ILA y Date: The Boston Solar Company 55 Sixth Road Woburn,MA 01801 BostonSolar.us (617)858-1645 olar Module 3i Structure Module Specs Array all vs"eta op Structure Type: Rafter Model: SPWR X20-250-AC Number of Modules: 28 Rafter Size: 2x8" Length: 61.39" Total Module Weight: 1083.6 Lbs ronridge Aluminum L-Foot Rafter Spacing: 16" Width: 31.42" Total Racking Weight: 102.68 Lbs o"' fasten Flashing rx�o^@as^oo o Weight: 38.7 Lbs Arra Area: 374.92 SOFT and Low Profile Mount r„ Rafter Span: 183" 9 Y omposite M Roof Pitch: 31' Array Weight: 1186.28 Lbs Shingles Racking Specs Arra Dead Load: 3.16 Lbs/SOFT plywood pecking Decking Type: Plywood Y Roof Material: 1 L r--Shingle Type: Invisimount Number of Mounts: 46 83' Y 9 Weight: 0.68 Lbs/Ft Load Per Mount: 25.79 Lbs na^z s-S.S.Lag eat j I Number of Floors: 2 aver MOUNTING DETAIL 201" E I 6" E I ii E I EE � 7 I I I !E EE �I I i 33 I �i E E 1 II rr i 13 13 d i E E I I I! It !l I I All rn I \n, E€aineA.Huang MA Professional Engineer License#49029 TMc BOSTON SOLAR —loostonsolacus I info@BostonSolar,us Drawing Name Layout Date May 28,2015 CLIENT INFORMATION: Drawn by RT Seth Gagnon Checked by 371 Marbleridge Road REV# 00 North Andover, MA 01845 PV- 3.1 (978)657-6505 Scale As Noted Solar Module Design Conditions SunpowerX20-250-BLK-B-AC Output Voltage 240V Annual extreme high temperature(0.4%):32°C Output Freq 60.OHz 2%Average high temperature:29°C Output Current .99A Annual extreme low temperature:-20°C CEC Efficiency Rating 95% Temperature at 3.5"above roof:46°C (3)#6 TH WN-2 Wire (1)#6 THWN-2 Ground 1"EMT O Metal _.._.._.._..,.._.._.._.._..— 12 8081124 String of Modules& String of Modules& Micro-Inverters in Parallel:16 Micro-Inverters in Parallel:16 Pm 1 of 16 Pni 16 of 16 20A I € SolaDeck-Pass I 3 I Through Boz20A E 200A Z00A Bus _ 4 Load Center E 3 I 1 1 i 000 sNEU I 00000 E 171 0 O 000 �„� I 3 iU 600 ` ONO CAL a NO Pni 1 of 12 ,,;,," Pnl 12 of 12 r •t I Solar Load Canter _--_-__---.---------.—_---.? , String of Modules& String of Modules& 125A -_ Micro-Inverters in Parallel:12 Micro-Inverters in Parallel:12 Utility Disconnect ! Revenue-grade 60A Switch Monitoring System 35 A Fuses SPWR AC Cable (6)#10 THWN-2 Wire 1"EMT Outdoor tHE BOSTON SOLAR co- 1-1 O M R A N t —bostonsolar.us I info@BostonSolar.us Drawing Name Line Diagram Date July 16.2015 CLIENT INFORMATION: Drawn by RT Seth Gagnon Checked by JC 379 Marbleridge Rd. REV# 00 North Andover, MA 09845 PV- 4.0 (978)657-6505 scale As Noted ALL LABELS SHALL BE OUTDOOR RATED WEATHER RESISTANT, UV AND WATER RESISTANT BASE SHEET,INKS, CAUTION AND ADHESIVES. PV SYSTEM ALL LABELS SHALL BEA RED BACKGROUND WITH WHITE SOLAR ELECTRIC °GENERATION METER Q LETTERING PROVIDED. SYSTEM CONNECTED ALL LABELS SHALL BE REFLECTIVE MA TERIAULETTERING. PHOTOVOLTAIC SYSTEM WARNING DANGER DISCONNECT FOR o ELECTRIC SHOCK HAZARD! 0 O O �/ DO NOT TOUCH TERMINALS DO NOT DISCONNECT UNDER LOAD UTILITY OPERATION TERMINALS ON BOTH LINE AND LOAD SIDES TURN OFF PHOTOVOLTAIC DISCONNECT MAY BE ENERGIZED/N THE OPEN POSITION SWITCH PRIOR TO SERVING WARNING ELECTRIC SHOCK HAZARD.I DO NOT TOUCH TERMINALS.TERMINALS ON WARNING WARNING BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION ELECTRIC SHOCK HAZARD! o PV DISCONNECT BACKFED O INTERACTIVE SOLAR PV SYSTEM RATING o IF A GROUND FAULT IS INDICATED, BREAKER DO NOT REMOVE OR CONTINUOUS OUTPUT CURRENT 28 AMP NORMALLY UNGROUNDED CONDUCTORS RELOCATE MAY BE GROUNDED AND ENERGIZED NORMAL OPERATING AC VOLTAGE 1 240 V SYSTEM INSTALLER: FOR SERVICE CALL: UTILITY DISCONNECT WARNING LABEL CAUTION WARNING 0 0 THIS METER IS ALSO WARNING �/ / SOLAR ELECTRIC SYSTEM SERVED BYA VA V R/ I NG WARNING CONNECTED PHOTOVOLTAIC SYSTEM DC SOLAR C/Rl�CJ/T INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS DC CIRCUIT LABEL OVERCURRENT DEVICE UTILITY DISCONNECT LABEL /x E BOSTON SOLAR WARNING ��. Coll— PV o l l— PV SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD! -bostonsolacus info@6oaton,olar.os FOR UTILITY OPERATION THE DIRECT PHOTOVOLTAC/ROU/T CONDUCTORS OF Drawing Name Labels Page THIS PHOTOVOLTA/C POWER SYSTEM ARE Date July 16,2015 O UNGROUNDED BUT MAYBE ENERGIZED WITH CLIENT INFORMATION: Drawn by RESPECT TO GROUND DUE TO LEAKAGE PATHS ANDIOR GROUND FAULTS Seth Gagnon Checked by RT 371 Marbleridge Rd. REV# 00 DC WARNING LABEL North Andover, MA 01845 PV- 5.0 (978)657-6505 1 1 Scale As Noted Project Data Codes MA CMR 780 51.00 IBC-2009,ASCE 7-05 2005 NDS,NEC-2014 Inverter. Integrated PV Panel: (28)Sunpower X20-250 Racking: Invisimount-Flush To Roof System Rating: 7.00 kW DC-STC 1st Year Production:8,000 kWh Design Factors Ground Snow Load 50 psf Wind Speed 100 mph Roof 1 ,. Azimuth:122°N Tilt:31° Solar Access:81 t � n - 28 Panels-1.1431: , y Y 0 1 Y =fit PV UtKit` V'SConnect Pv �n \ \ -V Loa' -m \\ \\ BOSTONESOIAR -Utility Meter ww.vbostonsolar.us l info@Boston5olar,us Drawing Name Site Plan Date ,lune 16.2015 CLIENT INFORMATION: Drawn by MC Seth Gagnon Checked by 371 Marbleridge Rd. REV# 00 North Andover, MA 01845 PV- 2.0 (978)657-6505 scale As Noted olar Module I? Structure Module Specs Array an 2xe"@76"oc Structure Type: Rafter Model SPWR X20-250-AC Number of Modules: 28 Rafter Size: 2x8" Length: 61.39" Total Module Weight: 1083.6 Lbs ronridge Aluminum L-Foot Rafter Spacing: 16" Width: 31.42" Total Racking Weight: 102.68 Lbs Ecofa:ten Flashing x10"@32"oc a Rafter S an: 183" Weight: 38.7 Lbs Array Area: 374.92 SQFT and Low Profile Mount Span: omp.it.Shingles c*j Roof Pitch: 31' Array Weight: 1186.28 Lbs Racking Specs Arra Dead Load: 3.16 Lbs/SQFT --------Plywood Decking Decking Type: Plywood y Roof Material: 1 Lyr-Shingle Type: Invisimount Number of Mounts: 46 /16"x 5"S.S.Lag Boit 83' Number of Floors: 2 Weight: 0.68 Lbs/Ft Load Per Mount: 25.79 Lbs MOUNTING DETAIL 201" 6" ce) Ii 3 I t € I = i 1 ( I \Ffr II I III it_ € N _ i - t 1 € L _j Elaine A.Huang MA Professional Engineer License At 49029 TH=_ BOSTON SOLAR www.bostoneolar.0: I Info@ BoetonSolar.ua Drawing Name Layout Date May 28.2015 CLIENT INFORMATION: Drawn by RT Seth Gagnon Checked by 371 Marbleridge Road REV# 00 North Andover, MA 01845 PV- 3.1 (978)657-6505 scale As Noted Solar Module Design Conditions SunpowerX20-250-BLK-B-AC Output Voltage 240V Annual extreme high temperature(0.4%):32°C Output Freq 60.01-1z 2%Average high temperature:29°C Output Current .99A Annual extreme low temperature:-20°C CEC Efficiency Rating 95% Temperature at 3.5"above roof:46°C (3)#8 TH WN-2 Wire (1)#6 THWN-2 Ground 1"EMT OMeter# _.._.._.._.._.._.-_..�..,.-_ 12 8061124 String of Modules& String of Modules& Micro-Inverters in Parallel:16 Micro-Inverters in Parallel:16 I Pnl 16 of 16 20A —'--"— SolaDeck-Pass 111H 111iThrough Box 20A i j - 200A OOA Bus i i Load Center E I I S 1 (( 1 r I 8 f _ I ' Ir Un( I I 000 ` NEU OQO00 NEU 3 ° 0000 oxo { ? PN 1 of 12 ,..,,,,.,. Pnl 12 of 12 1 - ' Solar load Center String of Modules& String of Modules& 125A - --------------- _..: i Micro-Inverters in Parallel:12 Micro-Inverters in Parallel:12 utility Disconnect Revenue-grade 60A Switch Monitoring System 35 A Fuses SPIN! Accabie (6}#10 THWN-2 Wire 1"EMT Outdoor rME BOSTON SOLAR C0. 1-1 —b—tonsolar.us I info@BostonSolar.us Drawing Name Line Diagram Date July 16,2015 CLIENT INFORMATION: Drawn by RT Seth Gagnon Checked by JC 371 Marbleridge Rd. REV# 00 North Andover, MA 01845 PV- 4.4 (978)657-6505 Scale As Noted Project Data Codes MA CMR 780 51.00 IBC-2009,ASCE 7-05 2005 NDS,NEC-2014 Inverter: Integrated PV Panel: (28)SunpowerX20-250 Racking: Invisimount-Flush To Roof System Rating: 7.00 kW DC-STC 1st Year Production:8,000 kWh Design Factors Ground Snow Load 50 psf Wind Speed 100 mph R Roof 1 S) AYY'`�v-- Azimuth:122°N Tilt:31° y _lV Solar Access:81% Vv \ 28 Panels-1.143 64 - 0 V Mr W", Am Cr+. Er ��rev Saw y `�- L � 0 f� i' PV UNilty Discorso DV 1 \ \ \� THE \\ --MSP BOSTON SOLAR 4Jtltity Meter —bostonsolacus I info@BostonSolar.us Drawing Name Site Plan Date June 16,2015 CLIENT INFORMATION: Drawn by MC Seth Gagnon Checked by 371 Marbleridge Rd. REV# 00 North Andover, MA 01845 PV_ 2.0 (978)657-6505 Scale As Noted ALL LABELS SHALL BE OUTDOOR RATED WEATHER RESISTANT,UVAND WATER RESISTANT BASE SHEET,INKS, CAUTION AND ADHESIVES. SOLAR ELECTRIC 0 PV SYSTEM 0 LALL LABELS ETTERING SHALLPROVIEDA RED BACKGROUND WITH WHITE SYSTEM CONNECTED GENERATION METER ALL LABELS SHALL BE REFLECTIVE MATERIAULETTERING. I PHOTOVOLTAIC SYSTEM WARNING DANGER DISCONNECT FORELECTRIC SHOCK HAZARD! O 0 DO NOT DISCONNECT UTILITY OPERATION O DO NOT TOUCH TERMINALS TURN OFF PHOTOVOLTAIC DIER LOAD O DISCONNECT TERMINALS ON BOTH LINE AND LOAD SIDES SWITCH PRIOR TO SERVING MAY BE ENERGIZED/N THE OPEN POSITION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS.TERMINALS ON WARNING WARNING BOTH THE LINE AND LOAD SIDES MAY BE 0 PV DISCONNECT BACKFED O ENERGIZED IN THE OPEN POSITION ELECTRIC SHOCK HAZARD.I INTERACTIVE SOLAR PV SYSTEM RATING BREAKER DO NOT REMOVE OR 1F A GROUND FAULT/S INDICATED, RELOCATE CONTINUOUS OUTPUT CURRENT 28 AMP NORMALLY UNGROUNDED CONDUCTORS MAYBE GROUNDED AND ENERGIZED NORMAL OPERATING AC VOLTAGE 240 V SYSTEM INSTALLER: FOR SERVICE CALL: UTILITY DISCONNECT WARNING LABEL CAUTION WARNING 0 0 THIS METER IS ALSO SOLAR ELECTRIC SYSTEM SERVED BYA WARNING WARNING CONNECTED PHOTOVOLTAIC SYSTEM INVERTER OUTPUT C SOLAR CIRCUIT CONNECTION DO NOT RELOCATE THIS DC CIRCUIT LABEL OVERCURRENT DEVICE UTILITY DISCONNECT LABEL T H E BOSTON SOLAR WARNING �oMFFN, PV SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD! w .bostonsolanus I nro@BostonSoiar.u: FOR UTILITY OPERATION THE THIS CT CURRENT PHOTOVOLTAIC IRCUIT POWER SYSTEM ARE OF -- Drawing Name Labels Page THIS PHOTOVOLTAIC POWER SYSTEM ARE Date July 16,2015 O UNGROUNDED BUT MAY BE ENERGIZED WITH CLIENT INFORMATION: Drawn by RESPECT TO GROUND DUE TO LEAKAGE PATHS ANDIOR GROUND FAULTS Seth Gagnon Checked by RT 371 Marbleridge Rd. REV# 00 DC WARNING LABEL North Andover, MA 01845 PV- 5.0 (978)657-6505 scale As Noted " Module*/Mid Clamp and Rail Module*/End Clamp and Rail i le; Mid Clamp End Clamp Rail&Rail Splice Ground Lug Assembly End Cap tin, i =11 e nl Component Temperature -40 C to 90°C(-40"F to 194"F) P Material Weight --- Max.Load 2400 Pa uplift Mid Clamp Black oxide stainless steel AISI 304 63 g(2.2 oz) 5400 Pa downforce End Clamp Black anodized aluminum alloy 6063-T6 '110 g(3 88 oz) _.__. N Rail Black anodized aluminum alloy 6005-T6 830 g/m(9 oz/ft) Rail Splice-- Aluminum alloy 6005-T5 - 830 g/m(9 oz/ft) 25-year product warranty -- ---- Warranties Ground Lug 304 stainless5-year finish warranty y (A2-70 bolt;tin-plated copper lug) Assembly 106.5 g/m(3.75 oz) UL 2703 Listed End Cap Black acetal(POM)copolymer 10.4 g(037 oz) U� fu Certifications module ace and 3 +"'I,f9g fldl" r 1 illli�� I re rating when distance between rer�'��91iQu�����I �� bottom of Sun Power r Composition Shingle Rafter Attachment Application Composition Shingle Roof Decking Attachment Curved and Flat Tile Roof Attachment Universal Interface for Other Roof Attachments Refer to roof attachment hardware manufacturer's documentation {vlyd rlo['auric tlr u ,r_oml7�iv ifdr with t[, Kiwi mouw Y�3 m rr rrur(o l I'),('u kVIf, icti,u"l u'i+)bifiry. "2rl"I. unlowcm Y'JNf'(Y,,Pf, th.'AllQG'rMIRlog",ondlfJu9;lYvtrrU�11 ,reu,,I�ivar6sr r,po,rerrtd it ac!<tni,*ri, r,("Srur( neer Carlu>i,tlnPr,. All r rh":r frad rrr.rhr,;airy:tI r pr„p,oy of 0wir net rue cV,atr.tssunpower,com elrzari'i n rn r indurfrarr in rhe,rl r r=,I act t,-uV lttet rn a h n:. yr rh rnrt noticU, Document 4509506 Rev B Model X20-250-BLI<-B-AC Solar Cells 72 Monocrystalline Maxeon Gen 111 rAvg,Panell ower(Pnorn) 250 W Front Glass High-transmission tempered glass with —._ — anti-reflective(AR)coatin Tolerance(p) +5/-O,k g— Efficiency 20.39 Environmental Rating IP65 _ _- 42.8 V Frame Class 1 black anodized(highest AAMA rating) Rated Voltage(V,7 „ _......_.- ._._.... LL.)._... -- ----... -- -- _ .........------ Rated Current(I„,I;,P) 5.84 A Weight 38.7 lbs(17.6 lig) - - en-c O ircuit Voltage(VO() 50.9 V Max.Recommended P g ( ) _.. _.-_ 33 mm(1 3 m) — Module Spacing Short-circuit Current(1c:) 6.20 A ------- —_- --- Power Temperature Coefficients(P) -0.30 7r/K Voltage Tempel ature Coefficients(V,,,,) 'S 6 mV/Iti -- -..— Current Temperature Tem Coefficients(Is,-) 3.5 mA/K p ----� � - — Temperature -40 C to+85"C(-40°F to+185'F) Shade Tolerance Three bypass diodes Wind 2400 Pa(50 psf,245 kg/l front&back Integrated panel-level MPPT Max.Load Snow 5400 Pa(112 psf,550 kg/l front -- Impact Resistance i inch(25 mrm diameter hail at 52 mph(23 m/s) — .....--.....- Output @ 240 V(min./nom/ma 21'1/240/264 V Output @ 208 V(niinJnom./max.) 183/2081229 V Operating Frequenq�(mI,/nom/ma>:) 59 3/66.0160.5 Hz - •25-year limited power warranty Output Power Factor(min) 0 99 Warranties .25-year limited product warranty AC Max Cont Output Current c6)240 V 0 99 A _. _____-_- —___._. AC Max Cont,Output Current C 208 V 1 14 A UL 1741,including compliance with applicable AC Max Cont Output Power 238 W requirements of IEEE 1547 and IEEE 1547,1 DC/AC CEC Conversion Efficiency 95.Un6 Certifications Type 2 Fire Rated Max Units Per Branch Circuit @ 240 V 16(single phase) Alternating Current(AC)Module designation enablesv ax Units Per Branch C �� u cwt 208 V 24(three pole)or 14(two pole) installation in accordance with NEC I ls1, MM(IN) (A)-MOUNTING HOLES 12[.47] 12X6.6(.26) 4b[1.81] 180[7.07] (8)--,\ � 52[2.06] (8)-DRAINAGEX04.8 HOLES 771.3.021 322[12.691 4[.161 1 N V P � � N �J I� i .. 235[9.251 915[36.021 1-22[.87] 1559[61.391 ______ _____. � ----- __- 1200[47.24] .__--_-_ _-- A) 1535[60.451 The Commonwealth of Massachusetts wmw Department of Industi-ialAccidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 01 www.mass.govIdid Workers' Compensation Insurance Affidavit: Build ers/Contractors/Electficians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): The Boston Solar Company Address: 10 Churchill Place City/State/Zip:Lynn, MA 01902 Phone#:617-858-1645 Are you an employer? Check the appropriate box: Type of project(required): 1.X I am a employer with 20 4, n I am a general contractor and 1 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.n I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have A. E] Demolition working for me in any capacity. employees and have workers' 9. EJ Building addition [No workers' comp.insurance comp. insurance.1 required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.n I am a homeowner doing all work officers have exercised their I Ln Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.n Roof repairs insurance required.]t c. 152, §1(4),and we have no 13.INN Other solar employees. [No workers' comp. insurance required.]_ *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my empkyees. Below is the policy and job site information. Insurance Company Name:HDI-Gerling America Insurance Company — Policy#or Self-ins. Lic.M EWGCCO001 53815 Expiration Date: 1/14/2016 Job Site Address: 371 Marbleridge Road City/State/Zip:North Andover,M.A 01845 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 forth of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify tit s and penalties ofpetjury that the information provided above is true and correct. Si mature: Dat e: 7/22/2015 Phone#: 6178581645 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License 4 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#: Client#:103109 BOSSO ACORD. CERTIFICATE OF LIABILITY INSURANCE DATD,YYYY, 1/113/20312015 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 NAAMEACT Peggy J.Meratl People's United Ins.Agency CT PHONE 860 524-7624 ac No): 844 702.8075 AIC No Exl One Goodwin Square E-MAIL a merati eo les.com E-MAILADDRESS: P ggY• @P p Hartford,CT 06103 INSURERS)AFFORDING COVERAGE NAIC# 860 524-7600 INSURER A:HDI-Gerling America Insurance C 41343 INSURED INSURER B:Merchants Mutual Insurance Co 23329 The Boston Solar Company,LLC INSURERC: 55 Sixth Road,Suite 1 INSURER D: Woburn,MA 01801 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER (MMIDD MMIDD _ A GENERAL LIABILITY EGGCC000153814 0/03/2014 01101/2016 EpAACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea oaTu ante $100,000 CLAIMS-MADE F—R OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000,000 POLICY X JEo LOC $ A AUTOMOBILE LIABILITY EAGCC000153814 10/03/2014 01/01/201 Ea aoddn accident) $1,000,000._ LIMIT 1,000,000 A X ANY AUTO EAGCC000153914 10/03/2014 0110112016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS U O NED PROPERTY DAMAGE $ Peracddenl X HIRED AUTOS AUTOS $ B X UMBRELLA LIAB X OCCUR CUP0001367 0/0312014 01/01/201C EACH OCCURRENCE $5,000,000 EXCESS LIARCLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$10,000 $ A WORKERS COMPENSATION EWGCC000153815 1/14/2015 01/14/201 X T�sT^Tu- ER OTrI- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under000 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1, , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) RE: Permit Work Certificate Holder is included as Additional Insured per the terms,conditions and exclusions of the referenced general liability and umbrella policies,if required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1600 Osgood Street ACCORDANCE WITH THE POLICY PROVISIONS. North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Nod v ��ka�ttc ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S565647/M565467 SMGCT Office of Consumer Affairs&Business Regulation License or registration valid for individul use only IMPROVEMENT CONTRACTOR before the expiration date. If found return to: �7glstration: 189699 Type: Office of Consumer Affairs and Business Regulation xplration: 7/27/2015 LLC 10 Park Plaza-Suite 5170 Boston,911A 02116 THE BOSTON SOLAR COMPANY LLC ROMAIN STRECKER 10 CHURCHILL PLACE LYNN,MA 01902 Undersecretary Not valid without signature Massachusetts -Department of PLabkc Safety Board f Bufld�ng Regulations anStwidards ('tinsIdmNon .rcil9i"w�68tiasm' License: CS-096385 ROMAIN D STRE `° ��� 10 CHURCHILL ALAS LYNN MA 01902` LAI r v, ✓,�.�..h'..dt,�.. " �w� � f: r6rrsfisn Commi onee 10/08/2016