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Home My WebLink AboutBuilding Permit #512-2017 - 40 SETTLERS RIDGE ROAD 11/15/201710, , D a ITOWN OF NORTH ANDOVER 04IJ G APPLICATION FOR PLAN EXAMINATION b of N�RTF 3ieya. ...,,• 1�- Permit NO: s� — a 01 7 Date Received I 1 I S - 2-016 r scaus�t� Date Issued: 11 S ,�-e°Jt 7 IMPORTANT: Applicant must complete all items on this page LOCATION 40 Settlers Ridge Raod North Andover MA 01845 PROPERTY OWNER Atul Mistery Print t�`1 Print MAP NO.:��PARCEL: I I '_� ZONING DISTRICT: TYPE, AND ITSF, OF RITH AINC_ IIIVIrnDIf' "11CTD7!"7` 17V n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ Addition P1 Alteration X One family ❑ Two or more family No. of units: ❑ Industrial ❑ Repair, replacement ❑ Demolition ❑ Assessory Bldg ❑ Commercial ❑ Moving relocation ❑ Other ❑ Others: ❑ Foundation only OhNI;KIF 11UN Ur W UKK I U BE PKE URMED Install 25 LG 315 Solar panles on south facing roof withmonitoringequipment within 20 feet of MSP. Sistering upgrades to MP1 1 Identification Please Type or Print Clearly) OWNER: Name: Atul Mistry Phone: 617-901-7198 Address: 40 Settlers Ridge Road North Andover MA 01845 t CONTRACTOR Name: Mike Logan Phone: 781-373-3263 Address: 22 Dallas Street Worcester MA 01604 Supervisor's Construction License: CS -109135 Exp. Date: 02/02/2019 Home Improvement License: HIC-152314 Exp. Date: 06/17/2018 ARCHITECT/ENGINEER EAH Structural Engineering Name: Phone: 978-406-8921 " 0 Address: 11 Ponybrook Lane, Lexington MA 02421 Rep 49029 Yk FEE SCHEDULE: BULDING PERMIT: $12.00 P 4 $1000.00 OF THE T TAE ESTIMATED COST BASED O Total Project Cost :$ slas.00 —fad �el�{•°0L,�L12.00=FEE:$ sem25.00 PER S.F. % Z-1 Z R Z. Check No.: ?-9 O 9, L Receipt No.: Page tof4 r A a TYPE OF SEWERAGE DISPOS4Swimming F]Public Pools ❑ ❑ Tanning/MassageBody Art Sewer ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Well Dumpster on Site El Private (septic tank, etc. ❑ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guaranryjuna Signature of Agent/Owner Signature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer connection/Signature & Date Driveway Permit Temp Dumpster on site yes—no— Fire Department signature/date f. 4 . '9% w J 16 Dimension Number of Stories: Total land area, sq. ft.: NU I EN and UA 1A — Page 3 of 4 A Total square feet of floor area, based on Exterior dimensions. Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC. Jan.2006 A if 1 4 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 Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ,❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit 4 ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report 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: INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 r; i V, . , -" Location cid S C7T L.( n S �� i 'D GF No. S ! • A00 R- Ate ll -IS -- TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL Check # ♦ J l a U L� L/ Building Inspector Permit No#: Date Issued: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION.`- Date XAMINATION.`-Date Received MORTANT: Applicant must complete all items on this .,_._.. �. .-ate -7�ti',..`+ '.1'1��r�..- e...-+.-..---..-�--ya:...+_Y..w�;..n>_�. �•7...F,� � .-�_...w+�r -v �.. LOCATION:- _ `MAP PARCEL. _ ZONING DISTRI&T ., .�'_ .Historic Qisti - . TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement 0 Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic Well ❑ Floodp ain Wetlands 0 Wafershetl Disfrict 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly OWNER: Name: Address: Phone: Home Improvement License: _ Exp:. ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE. BULDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No._ - NOTE: Persons contracting with unregistered contractors do not have: access to the guaranty fund Signature of_Agent/Owiiner Signature of contractor Plans Submitted ❑ Plans Waived D Certified Plot Plan ❑ -, Stamped Plans ❑ TYPE'bF SEWERAGE DISP`6SAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS Signature. CONSERVATION Reviewed on Sianature COMMENTS HEALTH Reviewed on Siqnature 3 COMMENTS 4 Zoning Board of Appeals: Variance, Petition No: Planning Board Decision: Conservation Decision: Comments Comments Zoning Decision/receipt submitted yes Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: FIRE DEPARTMENT - Temp Dumpster on site yes Located at 124 Main Street Fire Department signature/date COMMENTS Locateci M4 Usgooa Street no i -►imension 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.si 00-si 000 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 a 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 Pian ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Pian 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 ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ 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 CIerks 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 < 00-0 U) MU CD- N 0 CD n O rt CL m Z C S �-.0 N G fA rt CD N TI C rt `< N o�.o � m -h�cD (1) 0 no cn CDm 2 to CD W .S S �D C9 + CD CD 0-0 Z z -0 a. --I o cQ ov -i..-. = r1'1 ' CL cn — rr >� Orn c ��N:Q=. �. Q o z _ � �_ �. �o� =nomto 2. 0 CD '0 CL � �• C Cl)= Q CD Q. y �c Z CD CD W N CD CDCD O rt CD � �' _ '`� .4c b to o� CO m CD to {� ti CD O NCD• Ot CD V1 W • -CD : � Z C f1 N :� P CD cl) CD -0 < m 0 0 1 CD -1 o ;a CL V) 3 O (D (D rD L4 rt rD rt 0 W O j N T ;u O � S T V) (D N w O m S T O v x O � S T O' d n S 7 A O m ? T O : O_ 0 \ V) (D n T O a \ n T m DH •z•I D mV m M r H m iM c 3 N m 3 C z H v m O (D (D �' W D O 2 m D i 0 \J 0 Oft E I �7 November 7, 2016 To: Sunlight Solar 107 Clematis Ave. #7 Waltham, MA 02453 Subject: Structural Certification for Installation of Solar Panels Mistry Residence 40 Settler's Ridge Road North Andover, MA. 01845 To Whom It May Concern, EAH Structural Consulting 11 Ponybrook Lane Lexington, rAA 02421 PHONE 1,478.406.8921 ElaineC5EAH5#ructural. corn 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 35 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 2x6 collar ties @ 32"o.c. for structural stability. The roof structure of (MP2) 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 13'-0", with a slope of 35 degrees. The rafters are connected at the ridge to a continuous 2x10 hip rafter and are supported at the eave by a load bearing wall. 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 (MP1). Stitch new 14'- 0" long 2x8 SPF#2 or DF#2 (min) to the longest 4 rafters at the peak with Simpson SDW 22300 screws @ 16"o.c. or 10d nails @ 6"o.c.. The existing roof framing system of (MP2) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48" o.c. with a staggered pattern to ensure proper distribution of loads. 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 Ecofasten 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 (MP1) -- 9 psf (MP2) • Roof Live Load = 20 psf • Wind Speed =100 mph, Exposure C • Ground Snow Load = 50 psf - Roof Snow Load = 35 psf Mistry Resfad'r , -14�rer 1 _ EkH ce¥QUL: » Please contact mewith any further questions or concerns regarding this project. 7` 33Ur syWiss Sincerely, ` \ (P » 0 0#¢ E H am,MPE. m.m�®4 + � Project Engineer ��$OP� EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02 1 .PHONE 1.9 .4063 1 Elaine@EAHstructural.com Mm>Residence, North Andover 2 — - Gravity Loading EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 Elaine(PEAHstructural.cam `Roof Snow Load Calculations 4.00 Roof Plywood p9 = Ground Snow Load = 50 psf 4.54 pf = 0.7 Ce Ct I p9 0.00 (ASCE7 - Eq 7-1) Ce = Exposure Factor = 1 (ASCE7 - Table 7-2) Ct = Thermal Factor = 1 (ASCE7 - Table 7-3) I = Importance Factor = 1 pf = Flat Roof Snow Load _ .35.0 psf PS = C"pf (ASCE7 - Eq 7-2) Cs = Slope Factor = 1 pe = Sloped Roof Snow Load = 35.0 psf PV Dead Load 4 psf (Per Sunlight 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 Miscellaneous 0.46 Total Roof DL (MPI) 11.0 psf DL Adjusted to 35 Degree Slope 13.4 psf Roof Dead Load (MP2) Composition Shingle 4.00 Roof Plywood 2.00 2x8 Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 Miscellaneous 0.73 Total Roof DL (MP2), 9.0 psf DL Adjusted to 35 Degree Slope 10.99 (Ceiling Not Vaulted) (Ceiling Not Vaulted) Mistry Residence, North Andover 3 EAH" Cof* suLTIN EAH Structural +Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406. 921 Elaine(PEAHstructural.corn Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure Category C Roof Shape Gable/Hip Roof Slope 35 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 *t (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 64) V (Design Wind Speed) 100 mph I Importance Factor = 1 (Table 6-1) qh = 19.58 Standoff Uplift Check Maximum Design Uplift = -237 Ib Standoff Uplift Capacity = 400 Ib 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 = 250 Ib Fastener Capacity = 625 Ib w/ F.S.'of 1.5 = 417 Ib 417 Ib capacity > 237 Ib demand Therefore, OK Mistry Residence, North Andover 4 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 -237 Ib -237 Ib Standoff Uplift Check Maximum Design Uplift = -237 Ib Standoff Uplift Capacity = 400 Ib 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 = 250 Ib Fastener Capacity = 625 Ib w/ F.S.'of 1.5 = 417 Ib 417 Ib capacity > 237 Ib demand Therefore, OK Mistry Residence, North Andover 4 x EAH-0Nsui--T q Framing Check (m) EAH Structural Consulting: 11 Ponybrook Lane Lexington, MA 0242.1 PHONE 1.978.406.8921 ElaineCDEAHstructural.com PASS - With Framing Upgrades w = 70 plf Dead Load 13.4 psf PV Load 4.0 psf Snow Load 35.0 psf Double 2x8 Rafters @ 16"o.c. Governing Load Combo = DL + SL Member Span =14' - 0" Total Load 52.4 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)/8 = 1712.67 ft# = 20552 in# Actual Bending Stress = (Maximum Moment) I S = 782.1 psi Allowed > Actual -- 56.4% 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) = 0.454 in = U371 > U180 Therefore OK Allowed Deflection (Live Load) = Actual Deflection (Live Load) = U240 0.7 in (5"w -L^4) / (384-E*I) 0.303 in U555 > U240 Therefore OK Check Shear Member Area = 21.8 in"2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv *A = 2936 Ib Max Shear M = w' L / 2 = 489 Ib Allowed > Actual --16.7% Stressed -- Therefore, OK Mistry Residence, North Andover 5 EAH Structural Consulting 11 F onybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 E.as,H CONSUr-Two Elaine@EAHstructural.com Framing Check (MP2) w = 67 plf Dead Load 11.0 psf PV Load 4.0 psf Snow Load 35.0 psf 2x8 Wers @ 16"o.c. Governing Load Combo = DL + SL Member Span =13' - 0" Total Load 50.0 psf Member Properties PASS Member Size S (in ^3) 1(in ^4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 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)/8 = 1407.97 ft# = 16895.6 in# Actual Bending Stress = (Maximum Moment) / S =1285.8 psi Allowed > Actual - 92.6% Stressed -- Therefore, OK Check. Deflection Allowed Deflection (Total Load) = U180 (E =1400000 psi Per NDS) = 0.866 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L"4) / (384*E*1) = 0.643 in = U243 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.65 in (5*w*L^4) / (384*E*1) 0.451 in U346 > . U240 Therefore OK Member Area = 10.9 in^2 Allowed Shear = Fv * A = 1468 Ib F (psi) = 135 psi (NDS Table 4A) Max Shear (V) = w * L / 2 = 433 Ib Allowed > Actual -- 29.6% Stressed -- Therefore, OK Mistry Residence, North Andover 6 wilstq fe5�P, k 140 Se-wwls -e-k�w f,(A W. .r. jl " v x� I Uvu" -> (� cecs .qi ) m'sorx 4Z300 scrsw �al-s citir� M U�9 P- *&C h C W-io amu) OF Mqs�� i 1►.1!�, aC N FGISTEQ'�� O C/n►l 10 1I 01 SOI o C61 � "qc SUNLIG T SOLAR energy, CUSTOMER PURCHASE AGREEMENT (CPA) Today's Date Residential Est. Valid To Solar Photovoltaic System SSE Contact CPA Type CUSTOMER INFORMATION .ustomer Legal Name IPaula Mistry Customer Address 40 Settler's Ridge Rd. City, State and Zip I NormAndover Installation Address 140 Settler's Ridge Rd. Contact Info 08 -Aug -16 07 -Oct -16 Matthew Honkonen Agreement bl/-9U1-1198 10 10 atul.mistrvOl@gM2il.com Notes: This agreement is pending acceptance into the SREC 2 Program, Approval of MA Solar Loan Financing and full Engineering approval. MATERIAL DETAIL Manufacturer Model Quantity Solar Panels* LG 315W NeOn 24 Inverter** SolarEdge SE 7.6 1 Optimizers*** SolarEdge P320 -2N 24 Rack Detail Snap N Rack Series 100, L -Feet Monitoring Service SolarEdge SolarEdge Monitoring Platform SREC Reporting Service Solar -Log SL -35010 Year Auto Reporting UsceU to UL xanaaros, uo [b -year warranty. •Listed to UL Standards, SolarEdge 12 -year warranty (option to extend to year 2S, completed post installation by system owner). ***Listed to UL Standards, SolarEdge 25 -year warranty ENERGY CONTRIBUTION TABLE Total Solar Array Wattage 7,56C Total Solar Resource Fraction 909 Expected Annual Energy Production of System kWh in Year 1* 8,757 *Yearly and monthly total energy production estimates can vary 10-20% due to seasonal weather conditions. Actual solar energy production will be logged using a utility -grade solar kWh meter installed on the output of the inverter. SSE will guarantee 90% of FYP for 2 years following date of interconnection, underproduction will be refunded at current price per kWh from utility provider PRICE INFORMATION (Includes Sales Tax, if any) Solar Panels and Shipping $10,370.81 Inverters and Shipping $4,093.74 Balance of Systems: racks, solar meter and base, wire, conduit, fusing, breakers, disconnects) and $2,729.16 Labor $8,187.48 Monitoring, Permits, and Interconnection $1,910.41 Additional Costs $0,00 Total Installation Cost 527.291.Mn CUSTOMER PAYMENT SCHEDUL 35% Upon Approval of MA Solar Loan Financing 11nitial Here $9,552.06 65% Upon Permission to Operate Initial Here M 517.739.54 *Refundable (see Term and Termination below) "PLEASE remit directly to the Oregon office located at: 50 SE Scott St. #13, Bend, OR 97702. ***If completing this term using a a credit card, a 2.5% transaction fee per payment term will be applied American Express 3%). ADDITIONAL NOTES By signing this Agreement Customer has read and accepts attached legal provisions. Quote must be verified in the field. Cost applies to Individuals who are eligble for all tax credits and incentives. SSE Inc provides a 10 year labor warranty. MASSACHUSETTS IMPROVEMENT REQUIREMENTS 1. Notice of Cancellation: 8/11/2016 2. Estimated Installation Date: 10/24/2016 3. Estimated Completion of Installation Date: 11/7/2016 CONTINUED NEXT PAGE PAGE 1 OF 4 Scanned by CamScanner LEGAL PROVISIONS You (the "Customer") are entering into this purchase of a solar photovoltaic system (the "Solar Facility") with Sunlight Solar Energy, Inc. (the "Contractor"). You represent that you are at least eighteen (18) years of age and that you are the owner of the house, garage, property or remote job site where the Solar Facility is to be installed (the "Property"). You further represent that every person or entity an ownership interest in the Property has agreed to be bound by this Customer Purchase Agreement (the "Agreement"). 1. Licensed and Bonded. Contractor is fully licensed, insured and bonded to cover any theft from or damage to the Property that is the obvious responsibility of Contractor's employees or subcontractors. Estimates. Energy production estimates, yearly energy savings, monies from Renewable Energy Credits, tax credits/deductions and y other financial estimates or statements are estimates only and are based on factors external to and not controlled by Contractor. 3. Possession of Materials. Upon delivery of materials, installed or uninstalled to the Property, such materials become the sole responsibility of the Customer. Customer is responsible to make sure that all garages, property, and structures that house installation materials are locked and secure after Contractor has left the jobsite. Contractor shall not be liable for any theft or damage of materials after their delivery. 4. Access to Facilities. Contractor employees shall be afforded access to a bathroom at all times. See Provision 1. Customer shall grant free access to work areas for work persons and vehicles and shall allow areas for storage of materials and rubbish. During inclement weather Customer shall afford a large dry area for materials. Customer agrees to keep driveways clear and available for movement and parking of trucks or work vehicles during normal hours. Contractor and work persons shall not be expected to keep gates closed for animals or children or provide work area security. Customer is expected to brief all family members, especially children, of keeping away from any areas that Contractor is expected to work at or above and out of and away from work vehicles or designated work areas. S. Cooperation. Customer shall cooperate and facilitate fully and promptly the purchase and procurement of any permits and approvals as well as the post installation inspection process of the local building department, utility company or other jurisdiction for the Solar Facility. This means being available during business hours of weekdays to meet building, utility, or other relevant personnel. 6. Commencement and Completion of Work. Contractor shall have substantially commenced work when any racks or foundations of mounting system have begun. Malfunction of or minor damage to installed equipment, or minor blemishes in materials shall not constitute grounds to withhold payment for substantial completion. 7. Delivery of Materials. The Delivery of Materials is defined as the reciept of all hardware that is specified herein. Contractor shall have substantially completed work when all significant materials have been delivered. Delivery of Materials does not include local building, utility inspections, customer walk through or any final installation of minor components or labeling. Any remaining electrical inspections are covered under Contractor's labor warranty. 8. Timeliness of Installation. Contractor shall make best efforts for a timely installation. Contractor shall not be held liable for any delay in installation due to acts of God, unusually severe weather, dangerous installation conditions as determined by Contractor, unusually long permitting processes or delays caused by Customer. No payment shall be delayed or withheld for lack of suitable weather in which to test any part of the equipment. 9. Financing. If all or any part of the Agreement is to be financed through a financial institution, Customer agrees to authorize lender to pay directly to Contractor the net proceeds of any such loan in payments as mutually agreed between Customer and Contractor. Customer will make, execute and deliver all forms required by lenders for such purposes. 10. Finance Charges. If payments are not received relative to the terms of the Agreement, Contractor may discontinue work until entire 'balance has been paid. The unpaid balance will be subject to a finance charge of 12% per year. 11. Title to Equipment and Right to Remove. Title, but not liability relative to theft and damage, to the equipment and materials supplied by the Contractor will remain with Contractor until all sums due the Contractor, including Energy Fund rebate payment forms have been signed or paid to Contractor. Contractor may, at its option, remove any portion of the materials equivalent in value to any payment then in default without limiting Contractor's right herein. Including all permit fees, installation labor used and applicable reasonable travel and administration expenses. 12. Insurance. Customer shall provide adequate insurance covering the value of all services, labor, materials and goods involved in this work from loss due to fire, vandalism or theft. 13. Umitation of liability. Contractor shall not be liable for any incidental, consequential or special damages or for economic loss or for loss profits or income or loss of use to Customer. In no event shall Contractor be liable in an amount exceeding the price to be paid by Customer in this Agreement. CONTINUED NEXT PAGE PAGE 2 OF 4 • • Sunlight• •- •Clematis- Scanned by CamScanner L t U A L rKvvIJlvw.3icuill, ucui 14. Pre -Existing Conaltion. Customer acknowledges tat proper operation o t e Solar Fac ity may be dependent upon Customer's existing equipment and Contractor shall have no liability for equipment not purchased hereunder. This includes the condition of the main service panel, existing utility meter, placement of existing utility meter, and conditions required by local utility for placement of utility meter due to the installation of the Solar Facility. While Contractor will exercise all due care, Contractor will not be responsible for pre-existing conditions of any roof, meter or utility service or for damages or problems arising from such pre-existing conditions which may be aggravated by normal material handling procedures on the roof. IS. Entire Agreement. The Agreement and all other agreements, exhibits, and schedules referred to therein constitute(s) the final, complete and exclusive statement of the terms of the agreement between Customer and Contractor and supersede all prior verbal and contemporaneous understandings or agreements. 16. Term and Termination. The Agreement will become effective when both Customer and Contractor have signed the Agreement. If structural upgrades are deemed necessary by engineering firm, Customer has option to cancel agreement. First payment term will be refunded. 17. Modification of Agreement. The Agreement may be supplanted, amended or modified only by the mutual agreement of the parties. No supplement, amendment or modification of the Agreement shall be binding unless it is in writing, signed and dated by all parties. Due to the high demand for PV solar systems and the limited supply of key components (solar panels/inverters), Contractor cannot guarantee the availability of specific key items. Contractor will make every effort to provide comparable equipment. However, if there will be any change in total system wattage, Contractor and Customer agree to amend the Agreement in regards to installed price, rebate amount, buyer investment, energy and financial information accordingly. 18. Arbitration Clause. All disputes, controversies, or claims arising out of or relating to the Agreement shall be firstly submitted to binding arbitration in accordance with the applicable rules of the American Arbitration Association then in effect. In the event a party fails to proceed with arbitration, unsuccessfully challenges or fails to comply the arbitrator's award, the other party is entitled to costs of suit including a reasonable attorney's fee for having to compel arbitration or defend or enforce award. deposit or down -payment required by the contractor before work begins may not exceed 19. MA Consumer Law. Law requires that any the greater of (a) one-third of the total contract price or (b) the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. Special items include solar panels, inverters, and shipping, as quoted in line 1 of the Price Information section of this agreement. 20. Permission to Operate. Permission to operate is generated from the utility company. This document gives SSE permission to connect the newly installed solar system to be connected to the grid. SIGNATURES Date: Customer: Sunlight Solar Energy, Inc.: Date: PHOTO RELEASE STATEMENT "It is our mission to educate customers, empowering them to make smart decisions. Some of these educational efforts involve marketing materials such as our website, flyers, and Power Point presentations. Since a picture is worth a thousand words, we appreciate your helping us achieve our mission via pictures of you and/or your home." I authorize the use of photos of me and/or my system for Sunlight Solar Energy marketing purposes PAGE 3N4 Scanned by CamScanner SUNLIG T S46LM � energy - Auto -Reporting Policy Acknowledgement Form 1, _Paula Mistry (full name of system owner), understand that SolarLog auto -reporting has been included as part of my solar facility and is included in the price quoted on my Customer Purchase Agreement, I understand that reporting to the Production Tracking System, either manually or via a SolarLog device, is the sole responsibility of the system owner. It has been communicated to me by System Designer: Matthew Honkonen, that Sunlight Solar Energy, Inc. does not monitor my SolarLog device and that the responsibility for ensuring that the SolarLog remains online and reports successfully to the Production Tracking Systems rests solely With the system owner. Sunlight Solar Energy is not liable for any unreported production or lost Solar Renewable Energy Credits (SRECs). In the event that a SolarLog automatic reporting device goes offline and is brought to the attention of Sunlight Solar Energy, S.S.E. will work with the customer to schedule a service call and bring the SolarLog back online. If the offline SolarLog is due to component failure, the service call and all associated parts will be covered by Sunlight Solar Energy's 10 -year warranty and will not be billed. If it is determined by Sunlight Solar that the offline SolarLog is caused by the system owner unplugging system components - the service call is not covered by the 10 -year S.S.E. warranty and will be charged a service fee. K/y Signature of Syste caner Date Scanned by CamScanner -t --t -- >moo= nomoo A < ;0 ;UC: C 0 ) / zOD S § _ CD U) ®_/ 2/ < I4£2$ X §)q§§ qm/2 9%t@ 22222 $$� CO 2~ m®mkm � IKK90 KZK- #4##)2 #($ //2R( 0>0 ))3\q ?\\` §5$%§ q\%§ <om== °%-tm mo=o qm/2 9%t@ 22222 }>2= »\gm m®mkm w<j@ /± ~ /§/ ° C, C ° ter$$ G)/ £S` >; Cl) f/ /\ \° {q@ 2<> >33 §m; §)+ /k\ ±< (#)) o=oc 2)=� \)\f . oo /) ter$$ \\j\ ((K\ <0C: ) m -- . §5 CD \� ■ o S <. @ § 2 M o M. & § § CD \\ Pau M «e # kttle.Ridge Road North Andover «& ##s m!9 90&798 Sunlight Solar Jm !e c_A, Ma,w745 Office 781-373-3 Fax >@o m{ _vi zmm 9152314 LIC#1169MR �|!! ■�,«9 e� N ��(( m*No O O OWN (D Z 7 G) O (D r � 5•� w CD Cf)vCD CD =5 IIJ Q v 2N3 �`0 rvo oo Qo CD v cQ o � � m v C) CD so � 3 ^ o v N 7 (D N 3 _ O Q j rn aCDQ 0 0) � 4 W W 4 = p c Paula Mistry Sunlight Solar Energy, Inc. 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LA - North Andover M 0184$ rD r* m in :E N C m (617) 901-7198 rD ,. with existing mdm is the sole msponsibihty of ; p the property owner. 1 0 CL rah i N , (D j 0 }fD ;� iI ! (�D °_ SO t O N j• � ^ yL. I � � ^� @ lig E H I i fD 0 6- O i 3� ACS 7 0 I O. IID �:O . O t e 7 N'� O O kIQ sv o ! I 3 . N 1 00 rD O ,� n I I N N• CL I 7 (D 45 f7 i N a Qr.. (D _ L i S ;. .. - __i_ . 57 1rD0(D 01 0 1 Ln p oo V rD ! 7:0) N C( 1 0 o f- i_ j- < r+ i �•-_ � -� X t_ fp � S E N � --" CL -� i !Z 3, N N rt I — 7 e+ :n .= Ln I W! I =s -s ` F -s i -:ln. i 4p� (D I-0 I E -Ptp S IN I= — rf ;X ' 10 Q (p O- fD 1 -< , `V i I Q i O O I CC C p .n ^�, �y S I f :-n .. d t 4 rN+ a i Cn r+ , I `—'.. m ` c o' O 1 I 0-R� rD (OD N(D.fp f N*;n a 1 6 n N I O .-0 N NO (A p { i (D I S � � IN Q 0 3 -� j pt f . ET � rD :D- r+ j'j N (D (D Q : .N �,� io N rt! p �� p �N i n .rD Ln ,p N3 . z I o0 n .. 1 r* :ma N ;-0o :�� — u'v �',rD Q i rD t S l iv d (D Ln i S I rD !^ _ 7 n �;� Q (Dn .0) �-. 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Forensic W v 40 Settler's Ridge Road Office 781-373-3263 SUNt,IG T t i O N D North Andover M 0184$ Fax 617-332-1984 S� , 1 I y 4 m (617) 901-7198 www.sunlightsolar.com ergy- with existing mdm is the sole msponsibihty of These calculations are prclimina Y and should be appraed in terms of design O s Paula MistrY Sunlight Solar Energy, Inc. 102 Clematis Ave, Ma, 02466 parametersrbstrethatvarywith each structure. Forensic W v 40 Settler's Ridge Road Office 781-373-3263 SUNt,IG T analysis of the structure for insect damage, water N 7� N D North Andover M 0184$ Fax 617-332-1984 S� damage, or non-compliance building rn m (617) 901-7198 www.sunlightsolar.com ergy- with existing mdm is the sole msponsibihty of MC # 152314 LIC#1169MR the property owner. COPYRIGHT 2010 SU NLIC ZIT S OLA R E N LNC. All rghis mserrnl. Reprodo dion e xithou t n dttm p,rmisnn n,S-IgM Solnr E.rgv, I.. is un hn fW nn d -bleed. Qimh n1 proseeulioa The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 ,< J' www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly N1TTle (Business/Organization/Individual): Sunlight Solar Energy Inc Address: 102 Clematis Ave, Suite 7 r.;+,,,�+,+Aim;„• Waltham / MA / 02453 Phone #: 781.373.3263 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑■ I am a employer with 10 4. ❑ I am a general contractor and I 6 ❑ New construction employees (full and/or part-time).* have hired the sub -contractors listed on the attached sheet. 7. E] Remodeling 2. ❑ I am a sole proprietor or partner- These sub -contractors have 8. E]Demolition ship and have no employees working for me in any capacity. employees and have workers' 9, ❑ Building addition [No workers' comp. insurance comp. insurance.: 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] 3. ❑ I am a homeowner doing all work officers have exercised their 1 L❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL c. 152, § 1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13. ❑■ Other Solar comp. insurance requtrea.l *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. :Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Zurich American Insurance Company Insurance Company Name: _ Policy # or Self -ins. Lic. #: WC9696160 Expiration Date: 12-1-16 Job Site Address: 40 Settlers Ridge Road City/State/Zip: North Andover, MA 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 form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct ti Date:11/01/2016 Sinature D1.___ +4. 7813733263 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 #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Revised 7-2013 Fax # 617-727-7749 www.mass.gov/dia The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le0bly Name (Business/Organization/Individual): Address: 102 Clematis Ave, Suite 7 Waltham / MA / 02453 Sunlight Solar Energy Inc Phone #: 781.373.3263 Are you an employer? Check the appropriate box: I. Fol I am a employer with 10 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors listed on the attached sheet. 2. ❑ I am a sole proprietor or partner- These sub -contractors have ship and have no employees working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.: t' d its required.] 3. ❑ I am a homeowner doing all work myself. [No workers' comp. insurance required.] t LJ we are a corpora ton an officers have exercised their right of exemption per MGL c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10. ❑ Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑■ Other Solar *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. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and state whether or not those entities have employees. If the sub -contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Zurich American Insurance Company Policy # or Self -ins. Lic. #: WC9696160 Job Site Address 40 Settlers Ridge Road Expiration Date: 12-1-16 City/State/Zip: North Andover, MA 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 form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct 11/01/2016 Signature: Date: 7813733263 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 #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Revised 7-2013 Fax # 617-727-7749 www.mass.gov/dia SUNLS-1 OP ID: MIRO A R CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 12/02/2015 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 Mountain View Ins Svcs 2659 SW 4th Street Redmond, OR 97756 Michael Robillard CONTACT NAME: PHONE FAX ExtI: AIC No E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURER A: American States Ins 19704 A E INSURED Sunlight Solar Energy, Inc. 50 SE Scott St, Bldg #13 INSURER 13: Ohio Security 24082 INSURER c : SAIF Corporation 36196 INSURER D: Zurich American Ins Co Bend, OR 97702 INSURER E:Maxum Indemnity Company 26743 MED EXP (Any one person) $ 10,00 INSURER F: Ohio Casualty Insurance Co GOVtKAUhb %,r=K i irwrl r L; riwmu�m- — - - 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 GENERAL LIABILITY ADDL SUB POLICY NUMBER POLICY EFF IMMIDDfYYYYIMM/DD/YYYY POLICY EXP LIMITS EACH OCCURRENCE $ 1,000,00 DAMAGE PREMISES Ea occurrence $ 200,00 A E X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X Professional Liab 010142268960 PFP602309003 12/01/2015 0910312015 12/01/2016 09/1312016 MED EXP (Any one person) $ 10,00 PERSONAL &ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PRO LOC JrCTAUTOMOBILE LIABILITY PRODUCTS - COMP/OP AGG $ 2,000,00 Professio $ 1,000,00 0 CO cclidentSINGLE LIMIT $ 1,000,00 BODILY INJURY (Per person) $ B X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOSNED HIRED AUTOS AUTOS BAS54626682 12101/2015 12/0112016 BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ PER ACCIDENT $ F X UMBRELLA LIABX EXCESS LU18 OCCUR CLAIMS -MADE US064625682 12/01/2015 12/01/2016 EACH OCCURRENCE $ 1,000,00 AGGREGATE $ 1,000,00 DED RETENTION $ WORKERS COMPENSATION $ ATU X WC STITH- MIT TS OER T RY LIMIT E.L. EACH ACCIDENT $ 1,000,00 C D AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED?N (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A 765029 C9696160 12/01/2015 12/01/2015 12/01/2016 12101/2016 E.L. DISEASE -Fla EMPLOYEE $ 1,000,00 I E.L. DISEASE - POLICY LIMIT $ 1,000,00 A A CONT EQUIP RENTED INSTALLATION COVER OIC142268960 01C142268960 12!01/2015 12/01/2015 12/01/2016 1210112016 LEASED EQ 25,00 INSTALLAT 100,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space is required) 40 Settlers Ridge Road North Andover MA 01845 [y= SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Proof of Coverage 120 Main Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE -------------- UT'WOO-LUTUAI,VKV I�VKrVKAIIVrv. M11 nynw rea01vcu. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD November 7, 2016 To: Sunlight Solar 107 Clematis Ave. #7 Waltham, MA 02453 Subject: Structural Certification for Installation of Solar Panels Mistry Residence 40 Settler's Ridge Road North Andover, MA. 01845 To Whom It May Concern, EAH Structural Consulting 11 Pon brook Lane Lexington, MA 02421 PHONE 1,978.406.8921 Elaine@EAHstructural.com 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 (MPI) 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 35 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 2x6 collar ties @ 32"o.c. for structural stability. The roof structure of (MP2) 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 13'-0", with a slope of 35 degrees. The rafters are connected at the ridge to a continuous 2x10 hip rafter and are supported at the eave by a load bearing wall. 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 (MP1). Stitch new 14'- 0" long 2x8 SPF#2 or DF#2 (min) to the longest 4 rafters at the peak with Simpson SDW 22300 screws @ 16"o.c. or 10d nails @ 6"o.c.. The existing roof framing system of (MP2) is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 48" o.c. with a staggered pattern to ensure proper distribution of loads. I further certify that all applicable loads required by the codes and design criteria listed below were applied to the AEE SnapN Rack 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 Ecofasten 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) -- 9 psf (MP2) • Roof Live Load = 20 psf • Wind Speed = 100 mph, Exposure C • Ground Snow Load = 50 psf - Roof Snow Load = 35 psf Mistry Residence, North Andover 1 CAH Cow LA�TINQ Please contact me with any further questions or concerns regarding this project. pF'MASsgcti Sincerely, o? E�,p,�NE P• �, � H�p,NG cn Elaine Huang, P.E. 01 No14 p c� Project Engineer .o '9FGISI lig EAH Structural Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.918.406.8921 Elaine@EAHstructural.com Mistry"Residence, North Andover EAH CONSLA-TI-0 Gravity Loading E -AH Structural Consulting 11 Ronybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 E.laine@EAHstructural.com Roof Snow.Load Calculations Composition Shingle pg = Ground Snow Load = 50 psf 2.00 At = 0.7. Ce CtI.. N'. 4.54 (ASCE7 - Eq 7-1) Ce = Exposure Factor = 1 (ASCE7 - Table 7-2) Ct = Thermal Factor = 1 (ASCE7 - Table 7-3) I= Importance Factor = 1 'pf=Flat Roof Snow .Load = 35.0 psf Roof Plywood ps = CSpf W Rafters @ 16"o.c. (ASCE7 - Eq 7-2) Cs ,= Slope Factor= 1 Miscellaneous p. = Sloped Roof Snow Load = 35.0 psf 9.0 psf PV. Dead Load= 4 psf (Per Sunlight Solar) Roof Dead Load (M131) Composition Shingle 4.00 Roof Plywood 2.00 Double W Rafters @ 16"o.c. 4.54 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.46 Total Roof DL (MPI) 11.0 psf DL Adjusted to 35 Degree Slope 13.4 psf Roof. Dead Load (02) Composition Shingle 4.00 Roof Plywood 2.00 W Rafters @ 16"o.c. 2.27 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.73 Total Roof DL (MP2) 9.0 psf DL Adjusted to 35 Degree Slope 10.99 Mistry Residence, North Andover 3 EAH Structural Consulting 11 Ponvbrook Lane Lexington, MA 02421 PHONE 1.973.406.8921 Elaine@EAHstructurat.com Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure. Category C Roof Shape Gable/Hip Roof Slope 35 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft Design ind Pressure Calculations Wind Pressure P = qh*(G*Cp) qh 0.00256 * K2 Kit * Kd t 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) U (Design Wind Speed) -100 mph I Importance Factor = 1 (Table 6-1) qh = ;19.58 - Standoff Uplift Check Maximum Design Uplift = -237 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity > 237 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5116" dia Lag Number of Fasteners 1 Embedment Depth= 2.5 Pullout Capacity Per Inch 250 lb Fastener Capacity = 625 Ib w/ F.S. of 1.5 =. 417 lb 417 Ib capacity > 237 Ib demand Therefore, OK Mistry Residence, North Andover 4 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 -237 Ib -237 Ib Standoff Uplift Check Maximum Design Uplift = -237 Ib Standoff Uplift Capacity = 400 Ib 400 Ib capacity > 237 Ib demand Therefore, OK Fastener Capacity Check Fastener = 1 - 5116" dia Lag Number of Fasteners 1 Embedment Depth= 2.5 Pullout Capacity Per Inch 250 lb Fastener Capacity = 625 Ib w/ F.S. of 1.5 =. 417 lb 417 Ib capacity > 237 Ib demand Therefore, OK Mistry Residence, North Andover 4 KAH CONGUI-Two EA.H StructUral Consulting 11 Ponybrook Lane Lexington, MA 02421 PHONE 1.978.406.8921 Eiai n e @E4 H stru cturat. corn Framing Check (w) PASS - With Framing Upgrades w = 70 plf Dead Load 13.4 psf PV Load 4.0 psf _ Snow Load 35.0 psf Double 2x8 Rafters @ �f6e—"o�-� Governing Load Combo = DL + SL Member Span 14'- 0" Total Load 52.4 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)/8 = 1712.67 ft# = 20552 in# Actual Bending Stress = (Maximum Moment) / S = 782.1 psi Allowed > Actual -- 56.4% 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*1) = 0.454 in = U371 > U180 Therefore OK Allowed Deflection (Live Load) _ Actual Deflection (Live Load) _ U240 0.7 in (5*w*L^4) / (384*E*I) 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 M = w * L / 2 = 489 Ib Allowed > Actual --16.7% Stressed -- Therefore, OK Mistry Residence, North Andover 5 .r EAH Structural Consulting 11 Ponybrook Lane Lexington, NIA 0212.1 PHONE 1.97a.406.8921 CAK Comew-Ti G Eiaine EAHstructural.com Framing Check (MP2) PASS w = 67 plf Dead Load 11.0 psf PV Load 4.0 psf ----------------------------- Snow Load 35.0 psf 2x8 Rafters @ 16"o.c. Governing Load Combo = DL + SL Member Span 13'- 0" \ Total Load 50.0 psf Member Properties Member Size S (in ^3) 1(in "4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 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)/8 = 1407.97 ft# = 16895.6 in# Actual Bending Stress = (Maximum Moment) / S =1285.8 psi Allowed > Actual - 92.6% Stressed -- Therefore, OK Check Deflection Allowed Deflection (Total Load) = U180 (E =1400000 psi Per NDS) = 0.866 in Deflection Criteria Based on = Simple Span Actual Deflection (Total Load) _ (5*w*L"4) / (384*E*1) = 0.643 in = U243 > U180 Therefore OK Allowed Deflection (Live Load) = Actual Deflection (Live Load) = U240 0.65 in (5*w*L^4) / (384*E*1) 0.451 in U346 > U240 Therefore OK Check Shear Member Area = 10.9 in"2 Fv (psi) = 135 psi (NDS Table 4A) Allowed Shear = Fv *A = 1468 Ib Max Shear M = w * L / 2 = 433 Ib Allowed > Actual -- 29.6% Stressed -- Therefore, OK Mistry Residence, North Andover 6