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HomeMy WebLinkAboutMiscellaneous - 312 BOXFORD STREET 4/30/2018/ 312 BOXFORD STREET 210/104-B-0059-0000.0 \` L lY Date.. ...b.. .........`................... pjORT#f 3�; TOWN OF NORTH ANDOVER p PERMIT FOR WIRING ,r wt:= � ,► sS,CHU5E LCV0 Thiscertifies that ........ k. ............... ...........................................................}...... has permission to perform .9.. .. ( '^..�� ...f - ......!. Z� wiringin the building of............................................................................................................... at ....... .�Z- 7� ...., rth Andover,Mass. ............... ............................................. �� 28��� M Fee..............................Lic.No. ................. ............................... 1�1_lI� ELECTRICAL IN SPEC TOR Check# V4-t ( W y[ F 1 7 Commonwealth of Massachusetts Official Use /Only '� Permit No. a Department of Fire Services ` Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. l/07] (leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code C), 27 CMR 12.00 (PLEASE PRINT 1NHK OR TYPE ALL INFORMATION) Date: City or Town of: NORTH ANDOVER To the Insp ct of ices: By this application the undersigned gives notice of his or her' ntion to perform the electrical work described below. Location(Street&Number 1 '3' P� J512x J�ad T7- Owner or Tenant VA U j3 on Telephone No. Owner's Address ,1,9n4 P Is this permit in conjunction with a building permit? YesNo ❑ (Check Appropriate Box) Purpose of Building tility Authorization No. - Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity ,J Location and Nature of Proposed Electrical Work: -��1 �,, � S O R I o, k �✓ (41 Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of CeilSusp.(Paddle)Fans No.of Total : Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA 4 No.of Luminaires Swimming Pool Above ❑ In- El Batter Units Lighting grnd.No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No. of Zones �. No.of Switches No.of Gas Burners No.of Detection and Total Initiatin Devices No.of Ranges No.of Air Cond. Tons No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained .. . ....................................................... Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection v No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: ` Heaters Signs Ballasts No.of Devices or Equivalent 3 No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivalent OTHER: Attach additional detail if desired,or as required by the Inspector of YYYres. Estimated Value of Electrical Work: (When required by municipal policy.) J` Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the e g office. CHECK ONE: INSURANQ0< BOND ElOTHER F1 (Specify:) I certify,under the pains and pend ties ofperjury,that the information o is plication is tru nd complete. FIRM NAME: LTC.NO.: Licensee: SignatureLIC.NO.: (If applicable,a "exem "in the license number line.) Bus.Tel.No.• Address: an x ` aya iP 2 O y Alt.Tel.No.: `d(�� *Per M.G.L ,s. -61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent PERMIT FEE.$ Signature Telephone No. ❑ 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance-with-the provisions of M.G.L.c. 143,§3L,the permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be filed t on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c. 166, §32,an electrical permit shall be issued to the person, firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall.be limited as to the time of ongoing construction activity,and may be deemed by the Inspector of Wires abandoned and invalid if he or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any permit or approval that was "in effect or existence"during the qualifying period beginning on August 15,2008 and extending through August 15,2012. ❑ Rule 8—Permit/Date Closed: ***Note:Reapply for new permit ❑ ❑Permit Extension Act—Permit/Date Closed: Trench Inspection Pass M Failed Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: SERVICE INSPECTION: Pass M Failed Re-Inspection Required($.) ❑ Inspectors Comments: d J Inspectors Signature: Date: PARTIAL ROUGH INSPECTION: Pass M Failed 0 Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: ROUGH INSPECTION: Pass M Failed Re-Inspection Required($.) ❑ Inspectors Comments: Inspectors Signature: Date: FINAL INSPECTION: Pass Failed F?1 Re-Inspection Required($.)❑ Inspecto omments: 014 Inspectors Sign re: Date: DEB WEINHOLD ...TOWN OF MERRIMAC,MA. .......dweinhold@townofinerrimac.com The Commonwealth of Massachusetts Department of IndifstriglAccirlents " Office of Investigations 600 YGashington,S`&eet .Boston,MA 02111 vww.mass:gov1d1a Workers'Compensation Insurance Affidavit:Builders/Cont°actors/ElectricianslPliimbers nfor A : oration Please Prlint Le bl cant 7 Name(Business/Organizationllndividual): /ate a 110 h2 Address: City/State/Zip: Phone#• Are you an employer?Check the appropriate box: Type of project(required): 1•�4-I am a employer with� 4• ElI am a general contractor and I 6, E]New construction employees(full and/or part-time).* have hire dthe sub-contractors 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. E]Demolition working forme in.any capacity. workers'comp.insurance. g• F1 Building addition [No workers' comp.insurance 5. ❑ We axe a corporation and its 10. Electxicalrepairs or additions required.]uired. officers have exercised.their El Z am a homeowner doing all work g of exemption right m.tion per MGL 11.OPlumbingrepairs or additions p myself.[No workers'comp. c.152,§1(4),and wehave no 12.❑R100frepairs iusuraacere edemployees.[No workers' � .� 13.❑Oilier comp.insurance required.] xAny applicantthat checks box#1 must also fill outthe section below showingtheir workers'compensation policy information. Homeowners who submit ibis affidavit indicatingthey ke doing all wont 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 their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. e• '�' /ti Insurance Policy#or Self-ins.Lic.#: ire Irl 0 / Expiration Date: Cx /State/Zi Job Site Address:� ,x�IP d�/ , ty p� Lt��l �n Attach a copy of the workers'compensation-policy declaration page(showing the policy number and expiration date). failure to secure coverage as requ1 dander Section 25A ofMGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,50 0.00 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 wol,ator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations ofthe DIA for insurance Covera e verification. I do hereby cert& e A pai dpe ties ofperlmy that the in provided ab ve is true and correct. - Si afore. Date• Picone#: Official use oily. Do not write in this area,to be completed by city or town official. City or Town: Permi-Mcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityMown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other - Contact Person: Phone#: Information and Instro.ctioN Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an MPloyee is defined as"...every person in the service of another under any contract ofhire,• - express ox implied,oral or written." An employe> is defined as"an individual,partnership,association,corporation or other legal entity,or any two oxmoxe of the foregoing engaged in a j oint enterprise,and including the legal representatives of a•deceased employer,ox 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 ox on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean 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 fbr the performance of public work until acceptable evidence of compliance with,the insurance requirements of this chapterhave beenpresented 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-contractors)name(s),address(es)and phonenumber(s)along withtheir certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other thati the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have r employees,a policy is required. Be advised thatthis affidavit maybe 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 retumed 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 thatthe,affidavit is complete andprinted 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 petmit/license number which will be used as a reference number. In addition,an applicant thatmust submit multiple permit/license applications in any given year,need only submit one affidavit indicating current Policy information(ifnecessary)and under"Sob Site Address"the applicant should write ,all locations in (city or town)."A.'copy of the affidavit that has been officially stamp ed or marked by the city or town may be provided to the applicant as proof that a valid of idavitis on file for future permits or licenses, .A,new affidavit must be,filled out each year.Mere a home owner or citizen is obtaining a license ox 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 shouldyou have any questions, please do not hesitate to give us a call. The Department's address,telephone aitdfax number: Th(�CQMmon.w.calthofMi'assar'hvsolfs - Dopaximent QfZudwWalAccident OfteofIRVIOS gAtima 6.90 WashiVol.i Stoet Bosta,MA 021.11 26 05 Red 5- - Fax 61` -72`-7749 v WWW—Mus,gov/dxa :COMMONWEALTH OF MASSACHUSETTS:: :G 0 0 - 0 0 B0AFFD i ELECTRICIANS FSSUES THE FOLLOWINGLiGEN'SE A . REGISTERED MASTER. E,LECT,RI.CI BR i AN:: LAVO I E z 4 THAYER ST `/, METhiUEN MA 01844-26-11: 11648 0 /3 /16 39X31 GI COMMONWEALTH OF IV—: ESIDH TTS n o o • o1010 W s� . � BaAR EL1~GTR 1 19ANS ISSUES 1HE FOLLOW1-VG LICENSE AS A`REG JOURNEYMAN•...ELECT-RIC W: 2111 A1d; E LAVO I.E . Tt1AYCR 'ST } � k i H'UN MA •01$44-26 i 7 ^/G 219664 E 07/3.1/1 6 39232 } `. � . i ■aa� ■Ea rur' 'r.b ■iir: • lift; A rhr riia,� ...�:r�� ■iris tEit ' •'":r► iii' Mill STRUCTURAL ENGINEERS VI F' F" September 15,2014 Town of North Andover Building Department 1600 Osgood Street North Andover,MA 01845 RE: Residence Solar Installation 312 Boxford Street North Andover,MA 01845 Structural Assessment of Roof Framing MPP Project No: 14-1176 Dear Sir or Madam: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels. Our analysis was based on the framing information and configurations provided by Brightstar Solar.It is our understanding that the structural components of the existing roof framing are in good condition.It is further understood that all existing connections between the various roof framing members, including ceiling joists and rafters, are adequate to resist the current loading conditions and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 780 CMR 51.00:Massachusetts Residential Code which has adopted the 2009 International Residential Code with Massachusetts amendments.Per Table R301.2 (1),the.ground snow load to be used for each town is in accordance with Table R301.2(5). Similarly,the wind speed for each town is in accordance with Table R301.2 (4). The roof framing was analyzed in accordance with Section R104.11 of the of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2(5)). Wood members are analyzed and designed in accordance with the NDS 2005. The roof area for the solar panels of this residence is framed with timber members with wood decking in a gable configuration. The existing roof structure is in a good condition and currently has one layer of asphalt shingles. The pertinent data is listed below: MPP Engineers,LLC ( 34 South Main Street, Suite D Allentown,NJ 08501 609-489-5511 (Phone) 1 609-489-5916(Fax) Residence Solar Installation • 312 Boxford Street North Andover,MA 01845 Roof Array A: Roof Rafters: 7"x 7"(Select Structural Douglas Fir-Larch Assumed) Spacing: 72"O.C. Roof Slope: 37 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 11'-9"maximum Ceiling Joists: Present Collar Ties: Not Present Roof Sheathing: Wood Decking Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 50 PSF from Table R301.2(5) of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0 (Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1:1 with Panels (Cold Roof) 1.0 existing condition (Warm Roof) Design Snow Loads On sloped roof: 28.88 PSF(Existing—Unobstructed Warm Roof) 21.18 PSF(New Condition—Slippery Surface on Cold Roof) Basic Wind Speed: 100 MPH from Table R301.2 (4) of Massachusetts Residential Code Importance Factor: 1.0 Exposure: B Roof Arra Roof Rafters: 7"x 7" (Select Structural Douglas Fir-Larch Assumed) Spacing: 72"O.C. Roof Slope: 30 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 15'-9"maximum Ceiling Joists: Present Collar Ties: Not Present Roof Sheathing: Wood Planks Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 50 PSF from Table R301.2 (5) of Massachusetts Residential Code Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0 (Conservatively taken as Partially Exposed) Thermal Factor,Ct: 1.1 with Panels (Cold Roof) 1.0 existing condition (Warm Roof) Design Snow Loads On sloped roof: 35 PSF(Existing—Unobstructed Warm Roof) 25.67 PSF(New Condition—Slippery Surface on Cold Roof) Page 2 .Residence Solar Installation 312 Boxford Street North Andover,MA 01845 Basic Wind Speed: 100 MPH from Table R301.2 (4)of Massachusetts Residential Code Importance Factor: 1.0 Exposure: B Analysis Results: General Considerations ➢ The proposed solar panels consist of solar panels which impose a total weight of approximately 2.5 to 3 pounds per square foot(PSF) on the roof surface. From a practical standpoint,the International Residential Code allows up to 2 roof coverings on a residential dwelling.Each layer of roofing imposes a net load of about 2.5 to 3.0 PSF on the roof. From this perspective, since the existing roof has only a single layer of shingles,a second layer is allowed to be added by the code without analysis. This 2nd layer of shingles essentially weighs the same as the proposed solar panels that will be added instead. ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line,it would be conservative to consider a thermal factor Ct of 1.1, treating the panel surface as a cold roof rather than as a warm roof. Based on the roof slope and considering it as a slippery surface,the snow load is reduced by 27%compared with the snow loading directly on the existing shingled roof surface. This reduction equates to approximately 7.70 PSF for Roof Array A and 9.33 PSF for Roof Array B which completely offsets the weight of the solar panels. Gravity Loading: Given the size, spacing and configuration of the existing roof framing,we have determined that the existing framing is adequate to support the proposed solar panels, including the rails and hardware. Wind Loading: Based on our calculations,the net wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition,provided that the leveling feet are attached to the roof framing members in a typical staggered fashion,the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent. Page 3 Residence Solar Installation 312 Boxford Street North Andover,MA 01845 Conclusions: Given the size, spacing and configuration of the existing roof framing,we have determined that the existing framing is adequate to support the proposed solar panels,including the rails and hardware. If you have any questions regarding this matter,please feel free to contact my office at 609-489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, tA OF 4 MPP.Engineers,LLC woe ASHG G C1 r N lid No.4 35 Co ��`� '�q c4�iQ Ashutosh.Patel,P. . Fsf''fS3E�c �� MA Prof.Eng.Lic.No. NAL Page 4 SO B.lUGHTSTAR >) 0 1. A K SCHEDULE OF ROOF-MOUNTED MATERIALS September 10,2014 JOB: 312 BOXFORD ST., NORTH ANDOVER, MA CALCULATION OF SYSTEM AREA: ARRAY'A' ARRAY'B' MODULE WIDTH(inches) 41.57 41.57 MODULE LENGTH(inches) 62.44 62.44 AREA PER MODULE(square feet) 18.03 18.03 QUANTITY OF MODULES 18 16 TOTAL MODULE AREA(square feet) 324.45 288.40 INTER-ROW SPACING(inches) 0.60 0.60 ROW LENGTH(inches) 378.93 336.76 NUMBER OF SPACES BETWEEN ROWS 1 1 TOTAL AREA BETWEEN ROWS(square feet) 1.58 1.40 INTER-COLUMN SPACING(inches) 0.60 0.60 COLUMN LENGTH(inches) 125.48 125.48 NUMBER OF SPACES BETWEEN COLUMNS 7 7 TOTAL AREA BETWEEN COLUMNS(square feet) 3.66 3.66 TOTAL MODULE AREA(square feet) 324.45 288.40 TOTAL AREA BETWEEN ROWS(square feet) 1.58 1.40 TOTAL AREA BETWEEN COLUMNS(square feet) 3.66 3.66 TOTAL ARRAY AREA(square feet) 329.69 293.47 CALCULATION OF SYSTEM WEIGHT: WEIGHT(Ibs.) QUANTITY WEIGHT Obs.) WEIGHT(Ibs.) QUANTITY WEIGHT(Ibs.) SILVEO TRIEX U300 SOLAR MODULE 41.9 18 754 41.9 16 670 PRO SOLAR ROOF TRAC RAIL 16.0 9.0 144 16.0 8.0 128 TOTAL WEIGHT(Ibs.) 898 798 TOTAL ARRAY AREA(square feet) 329.69 293.47 SYSTEM WEIGHT(lbs.)/SQUARE FOOT 2.72 2.72 NUMBER OF ATTACHMENT POINTS 36 32 SYSTEM WEIGHT(lbs.)/ATTACHMENT POINT 24.95 24.95 Vent Chirnney SOUTH SIDE ROOFS OF RESIDENCE 'f r Roof tem CONTRACTOR: 34 Modules,10.2 kW(DC) BRIGHTSTAR SOLAR 611 Hosmer St. Site Name: Kroon Residence Marlborough,MA 01752 Site Address:312 Boxford St.,North Andover, MA BRIGHTSTAR s^s 0 L A R Reese SCALE DATE DWG NO REV NTS 9/16/2014 001 i " k le lf !J U ya Silevo's proprietary hybrid tunneling junction cell technology combines High Efficiency, Exceptional Energy Harvest, TRiEX and Manufacturing Excellence --- to deliver maximum return for your solar investment. l ................................... ........._ 18.3% hefficiencies p s peEfficiency ol08 Slevo'sy Wriexsolar ' 1� i modules are amongst the highest in the g 9 industry. Higher efficiency delivers more power in less space. I -0.27%/°C + ARC = More Energy Output Triex solar modules can generate up to 12%more ' energy than conventional solar modules due to their TRIEX U 305 'AAIATT 18.3% low temperature coefficient which aids performance in 25 year linear power warranty& ................................................. warm weather,and anti-reflective glass which boosts 10 year product warranty performance in low-light conditions. ISO 9001 & 14001 certified production facility. 6 Steps Cu = Manufacturing Excellence IEC 61215, IEC 61730&UL 1703 certified. Salt Mist test severity Level 1 certified. r Silevo's Triex technology incorporates premium t fir. materials with 6 core automated manufacturing steps to deliver value and performance.Triex AIL POWER ADVANTAGE ......................._....' modules are virtually LID&PID-free. S�€evo k /AdPv,antyasgt40 a Si ---- Silevo's Triex U-Series solar modules incorporate 96 individual hybrid tunneling-junction solar cells which deliver high performance and reliability. Designed to meet the demanding requirements of o commercial and utility-scale solar projects, U-Series modules can also be used in high performance residential applications.Available Simulation Phoenix,AZ with either silver or black frame option. TMvs Data s e Tln,e O:, C E U • wr SilevoSolancom I . Trier' U 305 Watt, 18.3% Module Electrical Data(at STC) Temperature Ratings Note:STC:Air Mass 1.5,Irradiance 1000W/m2,cell temperature 25C ^Temperature(NOCT)[C] 46+/-2 U290 U295 U300 U305 Temperature Coefficient Pmax[%PC] -0.27 Maximum Power(Pmax)[W] 290 295 300 305 Temperature Coefficient Voc[%/PC] -0.262 Max Power Voltage(Vmp)[V] 56.2 56.6 57.0 57.5 Temperature Coefficient Iso[%/°C] 0.04 Max Power Current(Imp)[A] 5.19 5.23 5.27 5.32 Open Circuit Voltage(Voc)[V] 68.9 69.2 59.5 69.8 Maximum Ratings Short Circuit Current(Isc)[A] 5.59 5.62 5.65 5.68 Maximum System Voltage M 1 OOOV DC(IEC)/600V DC(UL) Output Power Tolerance[Wp] 0/+5 0/+5 0/+5 0/+5 Maximum Fuse Rating 12A Total Area Module Efficiency 17.4% 17.7% 17.9% 18.3% Temperature Negative 40°C to Positive 85°C Electrical Data(at NOTC) Mechanical Data Note:NOTC:Air Mass 1.5,Irradiance 800W/m2, Air temperature 20C,Wind speed 1m/ss Solar Cells 96 Triex 125mm x 125mm cells Maximum Power(Pmax)[W] 213.1 216.3 219.5 223.6 Dimensions 1586mm x 1056mm x 40mm Max Power Voltage(Vmp)M 52.0 52.4 52.7 53.2 Weight 19 kgs Max Power Current(Imp)[A] 4.10 4.13 4.16 4.20 Front Glass ARC 3.2mm High Transmission Tempered Open Circuit Voltage(Voc)M 64.0 64.3 64.5 64.8 Front Load Test(Snow) 5400 Pa Short Circuit Current Qsc)[A] 4.47 4.50 4.52 4.55 Rear Static Load Test(Wind) 2400 Pa Junction Box IP65 rated with 4 bypass diodes Electrical Data(at Low Irradiance) Output Cables 1000mm/ MC4 Connectors Note:Low irradiance:Air Mass 1.5,Irradiance 200W/m2,cell temperature 25C Frame Black Aluminum(Silver Option) Maximum Power(Pmax)[W] 56.6 57.2 57.8 58.3 Max Power Voltage(Vmp)[V] 53.4 53.7 53.9 54.1 Packaging Data Max Power Current(Imp)[A] 1.06 1.07 1.07 1.08 Modules per Pallet 25 Open Circuit Voltage(Voc)M 64.8 65.0 65.3 65.6 Modules per 40'GP Container 350 Short Circuit Current(Isc)[A] 1.14 1.15 1.15 1.16 Modules per 40'HQ Container 700 I-V Curve U306 Dimensions s ,;;; 1000 W/mz @ 45`C 1021 1000 W/m2 i- - [40-o) i' 49 Mourlfrn>1 Ho 800 W/mz 1 1,575j 0 400 W/mz ._ 200 W/m� t M « 970 D 10 20 30r SO 60 '7C I 1 _. .. (Frord View) t.t[b.t6tj Certifications t e k "_Grduti¢itx). Fire Safety Classification Class C [ ( Pia j..�.- ... -.: I 1056Certifications UL 1703,CEC,IEC61215,IEC61730 Warranty Warranty 10 Year Limited Product Warranty Performance Guarantee 25 Year linear (please refer to warranty for details) ©2014 Silevo Inc. Silevo TRX-U-Q114-A i I EQUIPMENT SCHEDULE TAG DESCRIPTION PART NUMBER NOTES 1 SOLAR PV MODULE Silevo Triex U300 300 Watt(STC),Vo 69.5,Ix S.65A 2 PV ARRAY 2 Circuits x 17 Modules 3 DC OPTIMIZERS SolarEdge P400 400W,IM,ISA 4 DC/AC INVERTER W/ SolarEdge SE10000A-US Inverter 10000W Rating,240VAC,60Hz UTILITY Integrated Combiner and AC/DC Safety Switch SERVICE 5 GEN METER Locus Revenue Grade Meter Single Phase,240V 6 AC DISCONNECT Square D DU221RB 60A,240V,2-Pole 7 SERVICE PANEL 120/240 VAC Single Phase,200A Main, 200A Bus 60A 2-Pole Circuit Breaker M 7 1 2 4 6 4 5 MAIN SOLAR 17 MODULES DC OPTIMIZERS COMBINER OCPD SOURCE-CIRCUIT ------ LINE SIDE 1 INVERTER 60A 2-P 1 TAP DC DISCO *BUILDING ` EXISTING D ! MCB AC � DC M1 1 ----- ------ -- — '- 17 MODULES 1 1 SOURCE-CIRCUIT ------ -----1 EXISTING MAIN SERVICE PANEL 1 2 3NG ELECTRODE CONDUIT AND CONDUCTOR SCHEDULE AWG#4 TAG CONDUCTOR TYPE COND. COND VOLTAGE CONDUIT CONDUIT AWG # TYPE SIZE One-Line Standard Electrical Diagram CONTRACTOR INFORMATION: forSin I 1 PV Wire #10 4 350-500 NA NA BRIGHTSTAR SOLAR 9 e-Phase PV System Bare Copper Eq. 611 HOSMER ST Site Name:Kroon Residence Grd Cond. EGC #8 1 N/A NA NA MARLBORUGH,MA 01752 SiteAddress:312 Boxford St,N Andover 01845 2 THWN-2 #10 4 350-500 PVC/FMC 3/4" Site AC Size:10 kW _j Insulated ECG #8 1 N/A PVC/FMC 314" Drawn By:Mona Reese SIZE FSCM NO DWG NO REV 3 THWN-2 #6 3 240 FMC 3/4" E1.1 Insulated ECG #6 1 N/A FMC 3/4" Checked By: SCALE NTS 8119/2014 SHEET (JL x One Line Notes: 1. Wire Sizes are as indicated or larger. 2. All equipment is bonded by mechanical means or by a grounding conductor 3. The inverter grounding electrode conductor shall run unbroken to a grounding electrode to maintain MEC requirements. 4. The system is grid intertie,no batteries. 5. Electrical Installation complies with 2014 MEC and Commonwealth Solar Minimum Technical Requirements. 6. System complies with Ground Fault Protection,Arc Fault Protection,and Rapid Shutdown requirements. -The outdoor accessible AC Disconnect,located adjacent to the utility meter,serves as the first Rapid Shutdown disconnect. -The inverter disconnect shall serve as a second Rapid Shutdown disconnect. 7. All solar panels,equipment,and metal components will be bonded.Each module will be grounded using at least two listed and approved WEEB grounding washers. 8. All plumbing and mechanical roof vents to be clear from photovoltaic array or extend above solar panels. 10. If a ground rod is used,NEC 250.56 always requires the installation of a second rod—located at least 6 feet from the first. If both are present,a supplemental ground rod is not required. 11. This project complies with NEC Article 690 in its entirety. 12. Provide inverters with options,voltages,and accessories as required by project/site conditions,Utility Company,and NEC. 13. Combiner boxes,fusing,wire sizes,quantities,and conduit sizes between solar arrays and inverters to be verified by contractor with solar panel and inverter manufacturers before installation. 14. All electrical work shall be in accordance with all applicable portions of Massachusetts Building Code, Local Codes, Utility Company requirements,and the NEC,especially Article 690. 15. Provide conduits,wiring,grounding,etc.to accommodate production PV metering. Verify Utility Company voltage(s)prior to installation of metering and connection to the Grid. 16. Inverters to have integral DC&AC disconnect switches. 17. Fuses to be CL/TD/DE unless recommended otherwise by Manufacturer. 18. Contractor shall coordinate grid-interface work requirements with Utility Company before installation. 19. Disconnect switches required by utility company shall be pad-lockable in open position. One-Line Standard Electrical Diagram CONTRACTOR INFORMATION: forSingle-Phase PV System BRIGHTSTAR SOLAR 611 HOSMER ST Site Name:Kroon Residence MARLBORUGH,MA 01752 Site Address:312 Boxford St,N Andover 01845 } ' Site AC Size:10 kW 1 Drawn By:Mona Reese SIZE FSCM NO DWG NO REV E1.1 Checked By: SCALE NTS DATE SHEET 8/19/2014 EQUIPMENT SCHEDULE TAG DESCRIPTION PART NUMBER NOTES 1 SOLAR PV MODULE Silevo Triex U300 300 Watt(STC),V«69.5,I.S.65A 2 PV ARRAY 2 Circuits x 17 Modules 3 DC OPTIMIZERS SolarEdge P400 400W,IMS SSA 4 DC/AC INVERTER W/ SolarEdge SE10000A-US Inverter 10000W Rating,240VAC,60Hz Integrated Combiner and UTILITY W7SERVICE /DC Safe Switch SERVICE N METER Locus Revenue Grade Meter Single Phase,240V DISCONNECT Square D DU221RB 60A,240V,2-Pole PANEL 120/240 VAC Single Phase,200A Main, 200A Bus 60A 2-Pole Circuit Breaker M S "SOLAR17 MODULES COMBINER DC OPTIMIZERS LINE SIDE SOURCE-CIRCUIT --O 1 INVERTER 60A 2-P 1 TAP DC DISCO AC ` EXISTING DISCONNECT J MCB AC 1 DC M 00p1 1 1 17 MODULES 1 1 SOURCE-CIRCUIT ------ -----1 EXISTING MAIN SERVICE PANEL BUILDING 1 Z 3 GROUNDING ELECTRODE CONDUIT AND CONDUCTOR SCHEDULE AWG#4 TAG CONDUCTOR TYPE COND. COND VOLTAGE CONDUIT CONDUIT AWG # TYPE SIZE One-Line Standard Electrical Diagram CONTRACTOR INFORMATION: forSin le-Phase PV S 1 PV Wire #10 4 350 500 NA NA BRIGHTSTAR SOLAR 9 System Bare Coppe,Eq. 611 HOSMER ST Site Name:Kroon Residence Grd Cond. EGC 1 N/A NA NA MARLBORUGH,MA 01752 Site Address:312 Boxford St,N Andover 01845 2 THWN-2 #10 4 350-500 PVC/FMC 3/4" Site AC Size:10 kW Insulated ECG #8 1 N/A PVC/FMC 3/4" Drawn By:Mona Reese SIZE FSCMNO DWG NO REV 3 HW .2 #6 3 240 FMC 3/4" E1.1 Insulated ECG #6 1 N/A FMC 3/4" Checked By: SCALE NTS 8/19 /2014 SHEET One Line Notes: 1. Wire Sizes are as indicated or larger. 2. All equipment is bonded by mechanical means or by a grounding conductor 3. The inverter grounding electrode conductor shall run unbroken to a grounding electrode to maintain MEC requirements. 4. The system is grid intertie,no batteries. 5. Electrical Installation complies with 2014 MEC and Commonwealth Solar Minimum Technical Requirements. 6. System complies with Ground Fault Protection,Arc Fault Protection,and Rapid Shutdown requirements. -The outdoor accessible AC Disconnect,located adjacent to the utility meter,serves as the first Rapid Shutdown disconnect. -The inverter disconnect shall serve as a second Rapid Shutdown disconnect. 7. All solar panels,equipment,and metal components will be bonded.Each module will be grounded using at least two listed and approved WEEB grounding washers. 8. All plumbing and mechanical roof vents to be clear from photovoltaic array or extend above solar panels. 10. If a ground rod is used,NEC 250.56 always requires the installation of a second rod—located at least 6 feet from the first. If both are present,a supplemental ground rod is not required. 11. This project complies with NEC Article 690 in its entirety. 12. Provide inverters with options,voltages,and accessories as required by project/site conditions,Utility Company,and NEC. 13. Combiner boxes,fusing,wire sizes,quantities,and conduit sizes between solar arrays and inverters to be verified by contractor with solar panel and inverter manufacturers before installation. 14. All electrical work shall be in accordance with all applicable portions of Massachusetts Building Code,Local Codes,Utility Company requirements,and the NEC,especially Article 690. 15. Provide conduits,wiring,grounding,etc.to accommodate production PV metering. Verify Utility Company voltage(s)prior to installation of metering and connection to the Grid. 16. Inverters to have integral DC&AC disconnect switches. 17. Fuses to be CL/TD/DE unless recommended otherwise by Manufacturer. 18. Contractor shall coordinate grid-interface work requirements with Utility Company before installation. 19. Disconnect switches required by utility company shall be pad-lockable in open position. One-Line Standard Electrical Diagram CONTRACTOR INFORMATION: forSingle-Phase PV System BRIGHTSTAR SOLAR 611 HOSMER ST Site Name:Kroon Residence MARLBORUGH,MA 01752 Site Address:312 Boxford St,N Andover 01845 Site AC Size:10 kW Drawn By:Mona Reese SIZE FSCM NO DWG NO REV E1.1 Checked By: scALE NTS DATE SHEET 8/19/2014 y. J = Uow )a Man% mmdo';;�(mr - { �--'.� rA -..r .•"fir `- +S', , -V {„ a 4 ;" .n- •-� .� � sre .`Yi f ei,`•r Building Permit Number 2309. Date. January'11f, 1976- - ' ...i h Y" THIS CERTIFIES�THAT: _ } THL .:.UIL'DIN6 LOCATED ON 312 Boxford Street . ' . • y •'a 'of .F .. .- - • ., ,�• : ,_ MAY BE OCCUPIED YAS a Dwelling & 2-car Garage under- IN*ACCORDANCE , WITH THE PROVISIONS OF TH,C BUILDING BY-LAW,AND SUCH OTHER REGULATIONS AS A MAY APPLY" f wr <F �µ•aFry d, CERTIFICATE ISSUED TO David Carlson} ADDRESS"' 312 Boxford St:, North Andover, mass. ' Building Inspector s ORTy � - N? 2309 own 0 Tn ., Ir t Fs APRIL7T"• *-X ► J • • �. � ,. � ��ndover, Mass., 19 SANITARY ENGINEER ,V-,51� n 4� T HIS CERTIFIES THAT . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDING INSPECTOR has permission to erect—alter—raze. . . . . . . . . . . . . . . . .buil >'�ont_ . . . .. . . . . . . . . . . . . . . . . . to be occupied as . . . . . . . . . . . . . . . . . . . . " . . . . . . . kar t r My _. PLUMBING INSPECTOR ; provided that the person accepting this permit shall in every pe 'do O ln<to th lbr f the application on file �� • ,orf � �w ,:. r� p //�' ,,r `s'. r in this office, and to the provisions of the Statutes and By-Lawsl;telaing;+` the 4s4peciol Alteration and Con- ,- struction of Buildings in the Town of North Andover. r ELECTRICAL INSPECTOR VIOLATION of the Zoning or Building Regulations Voids th} a . . . . . . . . . . . . . GAS INSPECTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BUILDING INSPECTOR To Occupy Building,Apply at Building Inspector's Office, Town Hall. ` This Card Must be Displayed in a ConSDICE, OUS Place on the Premises and Not Torn Down or Removed No Lathing to Be Done Until Permission is Issued by Building Inspector PERMIT-190. j� APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE 1 1 MAP NO. LOT NO. r, 12 RECORD OF OWNERSHIP iDATE BOOK PAGE ZONE I SUB DIV. LOT NO.; (- LOCATIONPURPOSE OF BUILDING OWNER'S NAME NO. OF STORIES /1 %IZE d Llr1✓� I� OWNER'S ADDRESS IV ' ASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS 1ST p .O 2ND 3RD BUILDER'S NAME J./_Q/�-_ �2„ D SPAN f " DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET i U Q ( " POSTS /1 DISTANCE FROM LOT LINES-SIDES / REAR !3o ( , GIRDERS d `� AREA OF LOTFRONTAGE HEIGHT OF FOUNDATION / THICKNESS a t � IS BUILDING NEW SIZE OF FOOTING X _ IS BUILDING ADDITION MATERIAL OF CHIMNEY i IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE V'84 / IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES 10 EST. BLDG. COST PAGE 1 FILL OUT SECTIONS i - 3 EST. BLDG. COST PER SQ. IrT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILEDYND APPROVED BY BUILDING INSPECTOR DATE FILED11 BOARD OF HEALTH SIGNAT OF OWNER OR AUTHORIZED AGENT FEE PLANNING BOARD PERMIT GRANTED 19 BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY _ OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS, WITH PORCHES, GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION $ INTERIOR FINISH CONCRETE _ 3 1 2 13 CONCRETE BIL K. PINE BRICK OR STONE HARDW'D PIERS PLASTER DRY WALL UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'TAREA _ '/, 1/7 V/ FIN. ATTIC AREA _ NO B'M'T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS II 9 FLOORS CLAPBOARDS B 1 2 3 t� DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARDVJ'D _ ASBESTOS SIDING COMMON VERT. SIDING ASPH.TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. & FLOOR _ BRICK ON FRAME _ CONC. OR CINDER BLK. - STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIORI� POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH (3 FIX.) --- GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING II 11 HEATING WOOD JOIST PIPELESS FURNACE ' _ FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC lsi 13rd NO HEATING �:a a