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HomeMy WebLinkAboutBuilding Permit # 11/15/2016 TOWN OF NORTH ANDOVER O, NORTH 1 APPLICATION FOR PLAN EXAMINATION Permit NO: 1 '1 / Date Received i l m (5` -0 1 �rysswCHUS Kt� Date Issued: II IMPORTANT: Applicant must complete all items on this 2age LOCATION 40 Settlers Ridge Raod North Andover MA 01845 Print PROPERTY OWNER Atul Mistery ' Print MAP NO.: PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building K One family ❑Addition ❑Two or more family ❑Industrial IS Alteration No. of units: ❑Repair,replacement ❑Assessory Bldg ❑Commercial ❑Demolition ❑Movin (relocation) ❑Other ❑ Others: ❑Foundation only DESCRIPTION OF WORK TO BE PREFORMED Install 25 LG 315 Solar panles on south facing roof with monitoring equipment within 20 feet of MSP.Sistering upgrades to MP1 Identification Please Type or Print Clearly) OWNER: Name: Atul Mistry Phone: 617-901-7198 Address: 40 Settlers Ridge Road North Andover MA 01845 CONTRACTOR Name: Me Logan Phone: 781-373-3263 Address: 22 Dallas Street Worcester MA 01604 Supervisor's Construction License: CS-109135 Exp. Date: 02/0212019 Home Improvement License: Hlc-152314 Exp. Date: 06/17/2018 ARCHITECTIENGINEER EAH Structural Engineering Name: Phone: 978-406-8921 Address: 11 Ponybrook Lane,Lexington MA 02421 Re 49029 FEE SCHED ULE:B ULDING PERMIT.$'12.00 P $1000.00 OF THE T gTAL'ESTIMATED COST BASED O 125.00 PER S.F. Total Project Cost :$_ 8188.00 --Gld 19104.0''] x12.00=FEE:$ 3 " -t, r 1. 2--7 }Z Z- Check No.: 1 � q Receipt No.: Page tof4 r , l It+x�V .......... .................-............. .............. ............. .................................................. Town o OR-T-h Andover 0 No. � a- o�1 � ver, Mass, /I % trip j0dof (D ATED U BOARD OF HEALTH Food/Kitchen PERMIT . LD Septic System THIS CERTIFIES THAT ....Mik. ......4.9..... ........ . 1"nsip. BUILDING INSPECTOR .......... has permission to erect .......................... buildings on ..,Yo...,...Ax.Tmf S..;2f Foundation . Rough tobe occupied as ......... ..... ........... ...............W... ............. .................... 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 VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIQ#6%%TARTS Rough AV.40. Service ........ L-L........... ...... Final BUILDING INSPECTOR GAS INSPECTOR QccupancE Permit Rgguired to Occupr Buildin Rough Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det, EAH Sir�.r�.tural COI-ISL11019 Lexington, 111A 024-1 PHONE 1,978 4066 8921 FAH OON,5UCTiNG Elair�c-E ,lts rui ur�lXOM 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, 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 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 Rearfcfe it Rt6n?r..Akh—ber 1 (»HstgJuGl nsdb6g § !Irony yon c n «ngG G M& u2421 1:1H0&Ec97E40C2921 @ma contact mewith any further questions or concerns regarding this project. . Z:SMAS� y4' � Sincerely, «* A»®® $ tQ� ® CD Q4k Ela-446 ane P.E.P. ® +•� ©® % Project Engineer . m s Mm¥Residence, North an 2 b EAH Str€..i'ctLiral ConsLilting 1 F'r_nvbrook Lane Lexin�tc,n t,1 `k 1 Gravity Loading Roof Snow Load Calculations pg=Ground Snow Load 50 psf Pr=0.7 Ce C 1.p$ (ASCE7-Eq 7-1) Ce=Exposure Factor= 1 (ASCE7-Table 7-2) C,=Thermal Factor- 1 .' (ASCE7-Table 7-3) I=Importance Factor= 1 pf T Flat Roof Snow.Load=;' 35.0 psf Ps=Crpf (ASCE7-Eq 7-2) Cs=Sloe Factor= 1 ps=Sloped Roof Snow Load- 35.0 psf PV Dead Load.....4 psf(Per Sunlight Solar) Roof Dead Load(MP7) 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 DL(MPI) Ito'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 (Ceiling Not Vaulted) Miscellaneous 0.73 Total RoofDL'(MP2) 9.0 psf DL Adjusted to 35 Degree Slope 10.89 Mistry Residence, North Andover 3 1 V ETH tr-LICt_rral Consulting -ribrook Lane 11 Poi Le i€'gg on, PAIN, 02421 HU( 1,978 SMt='3Nas4:J€„T14dli - -LIT- CA” tJ4-2�>CnE'il Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 100 mph Exposure CategoryC 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 W qh*(G*Cp) q!i 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 64) V(I]esrgn Wind Speed)= 100 mph .. I Importance Factor= 1 (Table 6-1) qh 1958 Standoff;Uplift.Calculations Zone 1 Zone 2 Zone 3 Positive GCp= 0.90 -9.10 -1110:... 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:Aea= 11.0011.0fl 11.00 Footing Uplift= -194 lb -237 lb -237 Ib Standoff uplift Check Maximum Design Uplift=-237 Ib Standoff Uplift Capacity =400 Ib 400 Ib capacity>237 Ib demand Therefore,CK ;Fastener Capacity Check Fastener= 1 -5116"dia Lag .. Numberof Fasteners= 1 Embedment Depth=2.5 Pullout Capacity Per Inch= 250 ib Fastener Capacity= 625 Ib wl F.S.'of 15=`417 Ib 417 lb capacity>237 Ib demand Therefore,OK Mistry Residence, North Andover 4 E .H tructur-A C011SLIlt.ing 11 Pon-rbriol: Lary Lexington; [�,IA 02421 PHC?f',IL 1,978.406,8921 f' xrd C`t tv°.Fe�i..riaar Elaine k�uct�r l.c�m Framing Check (MPI) PASS-With Framing Upgrades w=70plf Dead Load 13.4 psf PV Load 4.0 psf Snow Load 35.0 psfD:ouble,2z8 Ratters @",10,04 Governing Load Combo=DL+SL Member Span 14'-0" Total Load 52.4 psf Member Properties-.Based oh..Upgraded Section Member Size S(in"3) I(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 = 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) = L1180 (E=1400000 psi Per NDS) = 0.933 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w`L"4)I(384*E*I) = 0.454 in 0371 > 0180 Therefore OK Allowed Deflection(Live Load) = U240 0.7 in Actual Deflection(Live Load) _ (5-w"L"4)I(384*E"1) 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(V)=w*L 12 = 489 Ib Allowed>Actual--16.7%Stressed •• Therefore,OK Mistry Residence, North Andover 5 EAH Str�l 11 Porwbi )nk Lai Laxin37tn Cit a p ^1 �.a�•� �r;sea.:,Fr.r�-:�rr�c, �I�ii��rY��H�_rr u�.u�al„e:arr� Framing Check (MP2) PASS w=67 plf Dead Load 11.0 psf PV Load 4.0 psf Snow Load 35.0 psf <2x8 Etaiters @ 1G"o .. Governing Load Combo=DL+SL Member Span=13-0" Total Load 50.0 psf Member Properties Member Size S(in"3) I(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)18 = 1407.97 ft# = 16895.6 in# Actual Bending Stress=(Maximum Moment)/S =1285.8 psi Allowed>Actual-92.6%Stressed • Therefore,CK 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)1(384*E*I) = 0.643 in = U243 > U180 Therefore CK Allowed Deflection(Live Load) = U240 0.65 in Actual Deflection(Live Load) _ (5'w*L114)f(384-E-I) 0.451 in U346 > U240 Therefore CK Check Shear. Member Area= 10.9 in"2 Fv(psi)= 135 psi (NQS Table 4A) Allowed Shear = Fv"A = 1468 Ib Max Shear(V)=w*L 12 = 433 lb Allowed>Actual 29.6%Stressed Therefore,OK Mistry Residence, North Andover 6 Osh'A �So� � 4Z,_7300 SC,*Vj h J of Mqg�� yG :z 1�11f�SG U, cry CIVIL No.49029 a w� o�F SION p ',� CUSTOMER PURCHASE AGREEMENT (CPA) Today's Date 08-Aug-16 SUNLIG T Residential Est.Valid To 07-Oct-16 SO n�,r R Solar Photovoltaic System SSE Contact Matthew Honkonen CPA Type Agreement CUSTOMER INFORMATION Zustomer Legal Name Paula Mistry vustomer Address 40 Settler's Ridge Rd. City,State and Zip NorthAndover JIVIA installation Address 40 Settler's Ridge Rd. City,State and Zip orth Andover MA -101845 Contact Info Home lCell Office lErnall 617-901-7198 0 0 1 atul.mistry0l@Rmail.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* LO 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 *Listed to UL Standards,LG 25-year warranty,"Listed to UL Standards,SolarEdge 12-year warranty(option to extend to year 25,completed post installation by system owner). ***Listed to UL Standards,SolarEdge 25-year warranty ENERGY CONTRIBUTION TABLE Total Solar Array Wattage 7,560 Total Solar Resource Fraction 90% Expected Annual Energy Production of System kWh in Year 1* 8,757 *Yearly and monthly total energy production estimates tan 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 $27,291,60 CUSTOMER PAYMENT SCHEDUL 35%Upon Approval of MA Solar Loan Financing linitial Here $9,552,06 65%Upon Permission to Operate I Initial Here $17,739.54 '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 Eer pay,ment 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 eligible 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 s • f • — Suite 7. Waltham, t711,373,3263 i Scanned by CamScanner LEGAL PROVISIONS (continued) 14. re- x st ng Condition.Customer acknowledges tat proper operation of the Solar Facility may be dependent upon Customers 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. b 15.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 falls 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. 19.MA Consumer Law. Law requires that any deposit or down-payment required by the contractor before work begins may not exceed 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 Customer: _ Date: r/rA 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 PAGE30F4 W. 102 Clernati Suite Walt Sunlight Solar Energy, Inc., s Ave' ham MA 02453 781.373.3263 I 'CCBO 158922 Scanned by CamScanner COPYIUGHT 2008 WNUGHTS�kR ELECTRICAL ONE - LINE DIAGRAM E GV�Nc. tn'ttmut see{[[m UTILITY SERVICE UTIUTY ME= zin 'SE7600 equipped with rapid shutdown meafls that satisfy NEC 690.12 P320 P320 P320 P320 P320 P320 P320 P320 P320 P320 P320 P3 SE 7600 200 Amp Siemens MSP 40 Amp PV CB L-------------- cj P320 P320 P320 P320 P320 P320 P320 P320 P32D P320 P320 GROUNDING ELECTRODE ------I 96, cn z Date: 10/2512016 Drawn By: WIRE SFLFCTION FOR D('AND AC TOTAL SYSTEM S17F*24 x 315=7 560 K SERVICIF EANEI,RATINGS MAC R .TRI .AN CI 9N-OFF INVERTER MODEL:SE760OA-US BSM MODULE MANUFACTURER: LG MAX DC VOLT RATING(V):500 BUS AMP RATING(A):200 ROOF:#10 PV WIRE/USE-2 MODULE MODEL#: LG315 W NOMINAL AC VOLTAGE(V):240 SERVICE VOLTAGE(V):240 DC RUN:#10 THHN OPEN-CIRCUIT VOLTAGE(Voc):40.6 MAX AC CURRENT(A):32 MAIN AMP RATIING(A):200 Revision#: GEC: #6 STRANDED OPERATING VOLTAGE(Vmp):33.2 EGC: #8THHN1THVVN-2 OPERATING CURRENT(Imp):9.5 OPTIM17FR RATIN.S AC RUN:#8 THHNrrHWN-2 SHORT-CIRCUIT CURRENT(Isc): 10.02 OPTIMIZER MODEL:P320 AC DISCONNECT RATINAq LAIR]ING PER NFr sqn s-i MAXIMUM POWER(W):315 MAX DC VOLT RATING(V):60 MAX DC POWER(W):320 AMP RATING(A):60 RATED MAX POWER-POINT CURRENT:19A CONDUIT R171NA -PV MODULE RATINGS @ STC MAX OUTPUT CURRENT(A)15 VOLTAGE RATING(V):240 RATED MAX POWER-POINTVOLTAGE: 350 V SHEET 1"PVC OUTDOOR MAX OUTPUT VOLTAG E(V)60 NEMA 3R MAX SYSTEM VOLTAGE:500 V 1*'EMT INDOOR MAX CIRCUIT CURRENT:30 PV ARRAY DESIGN VIEW PANEL ORIENTATION (TRUE) ROOF PITCH (DEGREES) AERIAL -OVERHEAD 212 35 4Ra E O OC 81 Z --------------- ... ........ Date: 10/25/2016 39.37 Drawn By: **(24) LG 315 watt mono solar panels mounted on (2) BSM roof plane @ 124, 212 degrees southwest and Scale southeast in landscape orientation **Sn ap Nrack Series 100 racking (260ft)and (60 pcs) 64.57 NTS Q��rOEcofasten L-feet/flashing attachments S SHEET ENGINEERING SPECIFICATIONS a d Wind Upli secure Mean Height of Roof: 20 ft. Exposure category: C This installation of 24 LG315 panels is strategically connected to the existing structure's underlying frame of rafters with 11 1no fewer than 60 lag screws,for a combined hold-down strength of 37,440 lbs. (details below). ZVI This will retain 100%stability in event of the worst-case scenario: 110 mph steady wind or a 3-second gust of 126 mph. Deadload: minimal _ Rafters: 2x8 _ M w @ 16 in.on center San: 168.in. � "' Span: >nN , > M — r The total deadload added to the existing structure by this system is 1,852 lbs. which is concentrated on 60 roof-points. ,� ; � � > � Each point exerts 30.87 lbs.of down-pressure onto 6.25 square feet of roof membrane or 4.9 psf. This roof is code-certified to support 10.00 psf.This solar array will exert 4.9 psf.downward pressure on the roof. Snowloa : reduced Slope: 35 degrees t Snowload on a roof is partly determined by the slope factor(C,I.p,)which begins to decline from 1.0 to 0 at 20 degree slope on slippery PV panels;C$io,e only begins to decline from 1.0 to Oat 45 degree slope on a non-slippery,asphalt shingle surface. c Details:each 4"lag screw will imbed 2 3/4"of threaded shank into the rafter,providing a pull-out resistance of 624lbs. This local wind ' v zone may exert 70 lbs.of uplift on each square foot of array,so total hold-down of 29,686 lbs.is required forthis array. Sunlight Solar has 60 lag screws x 624lbs hold-down per lag screw,or 37,440 lbs of hold-down,or 126 I Z of the hold-down strength required to withstand the worst-case scenario uplift.Formula: Ps=AI Ps3c(from IBC 1609.6.2.1) DATE 10/25/2016 Drawn By: I I BSM —Ecofasten Fast Foot w!Flashing- A� -- --- [�T- *A *SnapNrack Series 140 rail system— ;, attachment cross sectionC cross section DO RAIL FISCWT ABOVE RCoF SURFACE r CINE!FOOT e-Er _'EL iFG Gcc�G ` SECTION A-A G`G _tet^Y SHEET 5 The Commonwealth of Massachusetts Department of Industrial Accidents w Office of Investigations 1 Congress Street, Suite 100 Boston,MA 02114-2017 5 www mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Sunlight Solar Energy Inc Address: 302 Clematis Ave, Suite 7 City/State/Zip:Waltham 1 MA 102453 phone ;781.373.3263 Are you an employer? Check the appropriate box: Type of project(required): 1.❑■ I am a employer with 30 4. ❑ 1 am a general contractor and I 6. E]New construction employees (full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑Remodeling 2.❑ I am a sale proprietor or partner- ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp, insurance.$ required.] 5. [] We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4),and we have no Solar employees. [No workers' 13.❑■ Other comp. insurance required.] *Any applicantthat checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then h fe 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. Lie. #: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 thepains andpenalties ofperjury that the information provided above is true and correct. nature: 11/01/2016 Si Date: Phone#: 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): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: The Commonwealth of Massachusetts Department oflndustrialAccidents w Office of Investigations d I Congress Street, Suite 100 Boston,MA 02114-20.17 ,. www.inassgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPUcant Information Please Print Le ibl Name (Business/Organization/Individual): Sunlight Solar Energy Inc Address: 102 Clematis Ave, Suite 7 City/State/Zip:Waltham!MA 102453 phone#:781.373.3263 Are you an employer? Check the appropriate box: Type of project(required.): 1.Q 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 b E]New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' Y p h'• 9• ❑ Building addition [No workers' comp. insurance comp. insurance.T required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152,X1(4),and we have no Solar employees. [No workers' 13.❑� Other comp, insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 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 air employer that isproviding workers'compensation insurance for my employees. Below is the policy acrd job site information. Insurance Company Name:Zurich American Insurance Company 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 Signature: �� Date:11/01/2016 Phone#: 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 b.Other Contact Person: Phone#: SUNLS-1 OP ID: MIRO �coRo E(MMI°DlYYYY) CERTIFICATE OF LIABILITY INSURANCE DAT 1210212015 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 pollcy(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 CONTACT NAME: Mountain View Ins Svcs PHONE Pax 2659 SW 4th Street IAICNo.Ext): AIC Nol: Redmond,OR 97756 EMAIL Michael Robillard ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:American States Ins 19704 INSURED Sunlight Solar Energy,Inc. INSURER :Ohio Secu rity 24082 50 SE Scott St,Bldg#13 INSURER C:SAIF Corporation 36196 Bend,OR 97702 INSURERD:Zurich American Ins Co INSURERE:MBXUm Indemnity Company 126743 INSURER F:Ohio CasualInsurance Co COVERAGES CERTIFICATE NUMBER: REVISION DUMBER: 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. !LTR TYPE OF INSURANCE AODL SWVD UB POLICY NUMBER MMIPOL�DIYYYY CY EFF MMI�UfYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 010142268960 1210112015 12/01!2016 PREMISES Ea occurrence $ 200,000 CLAIMS-MADE Fx_]OCCUR MEW EXP(Any oneperson) $ 10,00 E X Professional Liab PFP602309003 0910312015 09113I2016 -PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,00 17 POLICYFXPRO' Loc Professio $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 £a accident $ 13 JX ANY AUTO BASS4626682 12/01/2015 12/0112016 BODILY INJURY(Per person) $ AL1-OWNED SCHEDULED BODILY INJURY{Per accident) $ AUTOS AUTOS NON-OWNED ERPCIEN HIRED AUTOS AUTOS D $(PAC X UMBRELLA UAB { x OCCUR EACH OCCURRENCE S 1,000,00 F EXCESS LIAR [F--- CLAIMS-MADE US064626682 12/0112015 12/01/2016 AGGREGA€E S 1,000,00 DED RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY X TORY L M TS I I £R C ANY PROPRIETORIPARTNERIEXECUTIVE YIN NIA 765029 12/0112015 1210112016 E,L,EACH ACCIDENT $ 1,000,00 OFFICFlory In ER EXCLUDED? ON WC9696160 1210112015 12/011201 fi D {Mandatory€n NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS I I I E.L.DISEASE-POLICY LIMIT $ 1,000,00 A CONT EQUIP RENTED 01C142268960 1210112015 12/0112816 LEASED EQ 25,00 A INSTALLATION COVER 01C142268960 1210112015 12/0112816 INSTALLAT 100,000 DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) 40 Settlers Ridge Road North Andover MA 01845 CERTIFICATE HOLDER CANCELLATION 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 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD