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HomeMy WebLinkAboutBuilding Permit #484 - 129 COTUIT STREET 3/16/2004 BUILDING PERMIT NORTH O��TLED `TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION '- e D , ,> Permit No#: Date Received �q"DR,TED "icy SSACHU Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 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 ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone: Address: Contractor Name: Phone: Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE.BOLDING PERMIT.$12.00 PER$1000.00 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/Owner Signature of contractor t3 Location 10 C1 C o � ''`� S No. g 9 4 A 3) Date NORTH TOWN OF NORTH ANDOVER 9 ' Certificate of Occupancy $ cMuBuilding/Frame Permit Fee $ 6! ybD s� st Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 61 1, 0 Check # Building Inspector Location , -3, `-- Date �P . - TOWN OF NORTH ANDOVER , • Certificate of Occupancy $ Building/Frame Permit Fee $ �(OC)•r6 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#z y ! u U Building Inspector Plans Submitted ❑`I ` Plans Waived ❑ Certified Plot Mari ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ FOLLOWINGTHE SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature t 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 DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date " - COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Pen-nit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit Li Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ 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 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a-variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 NORTH Town of t E Andover h over, Mass,J Ilt� Zb ig COCMIc Nl Wlc« �- ��OO 'ls.9s R�reo �P ��5 U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System THIS CERTIFIES THAT .......... i%6 Toa&c.06.,,,, BUILDING INSPECTOR �'6'4 .. .....�.................................... Foundation has permission to erect .......................... buildings on ...t1..... . . ...... .:... to be occupied as .... ....p ...... .. ... ...� .. �.Me�! ...� Chimney Rough ey provided that the person accepting this permits II 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 G� UNLESS CONSTRUCTtOS S Rough Service . . . / Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. ri LJ ASTRUMSOLAR To Whom It May Concern, Please find enclosed a permit application and check for a residential, roof-mounted, grid-tied, solar photovoltaic system for the lacoviello Residence at 131 Contuit St. North Andover, MA 01845 Please also find a pre-addressed stamped envelope to return a copy of the approved building and electrical permits to Astrum. If you have any questions or concerns regarding the content please feel free to contact me directly 508.468.9781 or at Robert.Acevedo@astrumsolar.com Regards, Robert Robert Acevedo Project Lead ras L A ASTRUMSOLAR FF 15 Avenue E Hopkinton, MA 01748 P: (508) 468-9781 F: (508) 302-7994 www.astrumsolar.com Robert.Acevedo@astrumsolar.com lacoviello Residence 131 Cotuit St North Andover,MA 01845 r I 96'3" ' 36' System Ratings , 8 kW DC Photovoltaic Solar Array 8 kW AC Photovoltaic Solar Array 0 r w Equipment Summary I �'�� ' a o $ 32 Yingli 250 Poly Black Frame Modules I \�� \\ a -- x 32 Enphase M250-60-2LL-522 Inverters 73 Roof Penetrations Sheet Index I `� ie PV-1 Cover a PV-2.1 Description of Work and Load Calculations Roof Arill s PV-3 Electrical Diagram —..- .- -------- .._........ .._..... . ........._._... PV-4 String and Conduit Layout &V PV-5 Equipment Ratings and Sinage 4 Governing Codes 2011 National Electric Code 2012 International Building Code 00 Underwriters Labratories(UL)Standards - 0 OSHA 29 CFR 1910.269 a ASCE-7-10 u v a > N 0 v o G U L s;21x f6 M 0 fi r Z L N L 0 U PV-1 Roof A Typical Section 8 kW DC Photovoltaic Solar Array This solar array is comprised of 32 yingli 250 Poly Black Frame solar panels.The panels are mounted using the Unirac Solar Mount solar mounting rail to the building's 2x8 Rafters,spaced at 16 oc.Each solar panel is attached to an Enphase M250.60-2LL-S22 micro- inverteralso mounted to the Unirac Solar Mount rail directly beneath the panel. s vv r•, N The solar panels produce DC power when struck by sunlight.The DC power is converted to 240 V AC power at the inverter.Micro- EN� od''E� � O inverters are connected in strings with a maximum number of 16 micro-inverters in each string. �°~ ` Q D ti N w n \�• p d C Q This system will be grid-tied. If the solar panels produce more power than is used by the building,the excess power Flows back into the 3 a c Q c utility grid through a net meter to be available for other power users, �. np un x° All metal parts including solar panel frames,micro-inverters,and mounting rails are grounded using the manufacturer's recommended grounding method and WEEB technology along with R6 AWG grounding wire. The building was constructed in 2004. X �fEn d'CQ �,.r. -4EE J ♦P O°r' N Ptd _•_M E� ReYt+ ' ' K "x Panel Layout 4 Panel Dimensions 64.96 inx 38.98 in System Weight 20371bs fyo Panel Weight 40.8 lbs System Distributed Load 3.6 psf sEE E' System Square Footage 563 sq ft Roof Support 2x8 Rafters N .- Racking Weight 591 lbs Actual Point Load Max Spacing 4 ft „af Micro-Inverter Weight 140.8 lbs Total number of Roof Penetrations 73 Max Allowable Rail Overhang 16 in Members are Hem,Fir(North)allowing 23S lbs per inch thread depth Note 1:Use 5/16"x 4"Hex Head Stainless Steel Log Screws Variables Note 2:Roof Support Members are 2x8 Rafters h 30 ft a 4 ft (Pnet Downforce 16.5 psf Note 3:Unirac Solar Mount Racking H 46.3 ft Wind Downforce 16.5 psf 'net Uplift -21 psf u') Roof Pitch 36 degrees Wind Uplift -21 psf B 5.4 Load Combinations wMax 145 pif dr au V 100 mph Kzt 1 Dl D2 D3 Uplift Max Span aft p Snow Load 50 psf Exposure Category B Dead Load D 3.6 3.6 3.6 2.2 psf Actual Span 4 f < Roof Zone 3 A 1 Snow Load 5 50.0 0.0 37.5 0.0 psf Rd 581lbs E 18 1 1 DWL" Pnet 0.0 16.5 12.4 -21.0 sf Ru 204lbs .o _ a Total Load p+• 53.6 20.1 53.5 18.8 psf Required Thread Depth 0.87 in o_ r^ 0 Distrib TIL w+" 145.1 54.5 144.8 51.0 plf Actual Thread Depth 2.25 in s c v o Q U r •DWL:Design Wind Load u .•-r p •'Absolute values are indicated for the calculated quantities of P-Uplift and w-Uplift f0 ti Z Glossary of Terms for Load Calculations p MN h Building Height A Adjustment Factor for height C 0 O H Building Least Horizontal Q RoafPhch Roof Pitch I Importance Factor of for a single family residence Q R C _ V Basic Wind Speed •L fO Snow Load Snow Load B Module length perpendicular to beams Roof Zane Roof Zone Rd Point Load-Maximum Downforce 0 E Effective Roof Area Ru Point Load-Uplift Q L> a Roof Zone Setback Length Exposure B-Suburban single family dwelling Pnet Downforce Net Design Downforce Pressure Category Pn<t Uplh Net Design Uplift Pressure Kzf Topographic Factor V- 4 8955 Henkels Lane,Suite 508 Annapolis Junction, MD 20701 9642 PHONE 1.300.903.6130 FAX 443.267.0036 ,A S T R U M S O LA S• viww.astrumsalar.ca m April 15, 2014 To: Town of North Andover 384 Osgood Street North Andover, MA 01845 Subject: Structural Certification for Installation of Solar Panels lacoviello Residence 131 Cotuit Street 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 as follows: The roof structure of(Roof A)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 12'-0",with a slope of 30 degrees.The rafters are connected at the ridge to a continuous 2x12 ridge board and are supported at the eave by a load bearing wall. There are 2x4 collar ties @ 32"o.c.for structural stability.There are 2x4 vertical struts to provide extra bracing to the rafters at 48"o.c.. The existing roof framing system of(Roof A)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 Unirac Solarmount 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 Unirac Solarmount 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=9 psf(Roof A) • Roof Live Load=20 psf • Wind Speed=100 mph, Exposure C • Ground Snow Load=50 psf - Roof Snow Load=35 psf Please contact me with any further questions or concerns regarding this project. Sincerely, � tiJV1 AS, �y ELAINE A, u' a MANG CIVIL y Elaine Huang, P.E. N0.49028 Project Engineer 37QHAL ENG SEE A SUNNY DAY IN A WHOLE NEW WAYO lacoviello Residence, North Andover 1 The Commonwealth of Massachusetts Print Form Department of Industrial Accidents 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 Legibly Hanle (Business/Organization/Individual): Astrum Solar Address: 15 Avenue E City/State/Zip: Hopkinton, Ma, 01748 Phone#:508-208-6184 Are you an employer?Check the appropriate box: Type of project(required): 1.❑✓ I am a employer with 15 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 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 g• ❑Demolition working for me in any capacity. employees and have workers' 9. E] Building addition [No workers' comp.insurance comp. msurance.t required.] 5. ❑ We are a corporation and its 10.E] Electrical repairs or additions officers have exercised their 11. Plumbing repairs or additions 3.❑ I am a homeowner doing all work ❑ g P myself. o workers comp. right of exemption per MGL Y � P 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no PV Solar Installation 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. I 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 Co. Policy#or Self-ins.Lic.#: L /4640926 � , y Expiration Date:1/1/2014 Job Site Address: 151 6�(/�1k Jl fz "1 City/State/Zip: & 01A ys 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 topains andpenalties ofperjury that the information provided above is true and correct. Si ature: - —--- — - _._.. Date --- - - _( Phone#: t ao2� 0U 3 -2— Official 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#: ASTRIJ-1 OP ID:SJ ACORO� DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 01/0712014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Diversified Insurance Industries,Inc. A/c Nc Ext): A/C No): Suite 155 West,2 Hamill Road E-MAIL Baltimore,MD 21210-1873 ADDRESS: Steven K.Johnston INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Ohio Casualty 14613 INSURED Astrum Solar,Inc. INSURER B:Cincinnati Insurance Co. 10677 8955 Henkels Lane Ste 508 INSURER C:Chesapeake Employers Ins Co 11039 Annapolis Junction,MD 20701 INsuReRD:ZurichlAmerican Ins.Co. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. INSIR TYPE OF INSURANCE D U R POLICY NUMBER MMIDPOLIDY EFF MM LICY EXP LTRI D/ /YYYY LIMITS LTR S GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED A X COMMERCIAL GENERAL LIABILITY BKS55683248 08/01/2013 08/01/2014 PREMISES lFa occurrence $ 300,000 CLAIMS-MADE Fx_]OCCUR MED EXP(Anyone person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COEaMBINED ccidentSINGLE LIMIT $ 1,000,00 a B X ANY AUTO EBA0054872 1212012013 1212012014 BODILY INJURY(Per person) $ X ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOSAUTOS X HIRED AUTOS X NON-OWNED PERPAC DENERTY DA T AGE $ AUTOS X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,00 A EXCESS LIAB CLAIMS-MADE US055544923 08/0112013 0810112014 AGGREGATE $ 10,000,00 DED 7X RETENTION$ 10,000 $ WORKERS COMPENSATIONSTATU- OTH- AND EMPLOYERS'LIABILITY TORWC Y LIMITS ER C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 4640926 01/01/2014 0110112015 E.L.EACH ACCIDENT $ 500,00 OFFICEER EXCLUDED? N NIA D (Mandatory In NH) WC673295600 01/01/2014 01/01/2015 E.L.DISEASE-EA EMPLOYEE $ 500,00 In If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Commercial Package BKS55683248 08/01/2013 08/01/2014 BusPrsPrp on file A Inland Marine IM8950782 08/01/2013 08/01/2014 ContrEqup on file DESCRIPTION OF OPERATIONS 1 LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) I atovia(o Rts'Q Ott, 131 �o{IM� �-►��-� ko>t 0yyAw r / MA o I oN5 CERTIFICATE HOLDER CANCELLATION INFOR01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood 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 YGEYL255P-296 YL25OP-29b YL245P-29b YIN _1 " LAR CELL SERIES YL240P-29b I L T. J+ YL235P-29b U.S.Soccer Powered by Yingli Solar ----- COMPANY Yingli Green Energy(NYSE:YGE)is one of the world's largest fully vertically integrated PV manufacturers.With over 4.5 GW of modules installed globally,we are a leading solar energy company built upon proven product reliability and sustainable performance. Founded in 1998,Yingli Green Energy serves customers through our U.S. subsidiary, Yingli Americas,co-headquartered in New York and San Francisco. We are the first renewable energy company to sponsor the U.S. National Soccer teams and the FIFA World Cup". PERFORMANCE IndustrY leading in-house manufacturing of polysilicon, ingots, wafers,cells and modules ensures tight control of our material and production quality. -High performance, multicrystalline solar cells deliver a module series efficiency of up to 15.6%, reducing installation costs and maximizing the kWh output per unit area. -Tight positive power tolerance of-OW to+5W ensures modules are delivered at or above rated power, improving system performance I through the reduction of module mismatch loss. QUALITY & RELIABILITY -Robust,corrosion resistant aluminum frame independently tested to withstand wind and snow loads of up to 50 psf and 113 psf, respectively,ensuring mechanical stability. -Manufacturing facility certified to IS09001 Quality Management System standards. I; -Module packaging optimized to protect product during transportation and minimize on-site waste. SILVER FRAME BLACK FRAME WARRANTIES -Leading limited power warranty*ensures 91.2%of rated power for 10 years,and 80.7%of rated power for 25 years. -10-year limited product warranty. *In compliance with our warranty terms and conditions. QUALIFICATIONS & CERTIFICATES UL 1703 and ULC 1703,UL Fire Safety Class C,CEC,FSEC,ISO 9001:2008, ISO 14001:2004,BS OHSAS 18001:2007,SA8000 LISTED "..1 .' (PHOTOVOLTAIC MODULE) 44DO .._ .-.. YINGLISOLAR.COM/US Yingli Americas Enphase®Microinverters Enphase@M215 [e] en hase E N E R G Y E The Enphase® Microinverter System improves energy harvest, increases reliability, and dramatically simplifies design, installation, and management of solar power systems. The Enphase System includes the microinverter, the Envoy® Communications Gateway"and and Enlighten® Enphase's monitoring and analysis software. PRODUCTIVE SMART - Maximum energy production -Quick and simple design, installation, - Resilient to dust, debris and shading and management - Performance monitoring -24/7 monitoring and analysis RELIABLE SAFE - System availability greater than 99.8% - Low-voltage DC - No single point of system failure - Reduced fire risk [e] enphase® SAo E N E R G Y C us Enphase°M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22/S23 and M215-60-2LL-S22-NA/S23-NA(Ontario) Recommended input power(STC) 190-270 W Maximum input DC voltage 45V Peak power tracking voltage 22-36 V Operating range 16-36 V Min./Max.start voltage 22 V/45 V Max. DC short circuit current 15 A Max.input current 10.5 A OUTPUT DATA(AC) @208 VAC @240 VAC Rated(continuous)output power 215 W 215 W Nominal output current 1.0 A (Arms at nominal duration) 0.9 A(Arms at nominal duration) Nominal voltage/range 208/183-229 V 240/211-264 V Extended voltage/range 179-232 V 206-269 V Nominal frequency/range 60.0/59.3-60.5 Hz 60.0/59.3-60.5 Hz Extended frequency range 57-60.5 Hz 57-60.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 1.05 Arms,over 3 cycles; 1.04 Arms over 5 cycles EFFICIENCY CEC weighted efficiency 96.0% Peak inverter efficiency 96.3% Static MPPT efficiency(weighted,reference EN50530) 99.6% Dynamic MPPT efficiency(fast irradiation changes, reference EN50530) 99.3% Night time power consumption 46 mW MECHANICAL DATA Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 17.3 cm x 16.4 cm x 2.5 cm(6.8"x 6.45"x 1.0")without mounting bracket Weight 1.6 kg(3.5 lbs) Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 FEATURES Compatibility Pairs with most 60-cell PV modules Communication Power line Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class 8 CAN/CSA-C22.2 NO.0-M91,0.4-04,and 107.1-01 To learn more about Enphase Microinverter technology, ( enphase® visit enphase.com E N E R G Y 0 2013 Enphase Energy.All rights reserved.All trademarks or brands in this document are registered by their respective owner. I ti l Massachusetts-DepaHmeiil of Public Safety i Board of Building Regulations and Standards Cr>m�r�iclion Sir�icr�i�nr ! License:CS-057090 j RO13L+RT W AC) YU13O„ 44 KOLB ST t+f' P = 1 FftAN1(L_Y MA b203fz ' , j r� w";•' � � � j „r•�`� Expirntinn , ! 0011612015 i Cmnnuseinnef } j vgl (�'��6T/•is1plrrndtnr'i/�/�.�/(fe/�l/llrli'�r/ir.•//1 ! *'fr ll lee ofC onaumcrAffatra&Ruslncaa Regnlnllon Licapse or before the explrntioq date l if fonn�ld for yretw n tovidul use oulyRe ulntion E T CONTRACTOR ansumcr Affnlrs niul I3usineas gME IMPf20VEM N Office of Ceglstratioil: 168228 Type: 10 PnrlcPinzn-Sulte 5170 Supplement Exptratlon: 111912016. :