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20 COMMERCIAL ST - BUILDING INSPECTION � �I �zi �� .r� � �l�r � The Commonwealth of Massach�gb�T10Pi='�� SE�'��5 �. � Department of Public Safety Massachusetts State Budding Code(7S0 CMR) ��: 0 3 ' Building Permit ApplicaHon for any Building other than a One-or�o-��i�Dw�elling (� ('I'his Section For Official Use Only) . � Building Permit Number: Date Applied: Building Official: � SECT'ION 1:LOCATION(Please indicate Block#and Lot#for locafions for which a street address is not available) � 20 Commercial Street Salem MA 01970 All Creatures Vet.Hospital (� No.and Street City/Town Zip Code Name of Building(if applicable) �, SECTION 2:PROPOSED WORK � � � Edifion of MA State Code used_ If New Construction check here O or check all that apply in the rivo rows below � Existing Building m Repair❑ � Alteration ❑ Addition❑ Demolition�O (Please fill out and submit Appendix 1) � Change of Use ❑ Change of Occupancy ❑ . . Other � Specify: solaz � Are buIlding plans and/or construction documents being supplied as part of this permit application? Yes � No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑ Brief Description of Proposed Work: , Installa[ion of a 31.30 kw(ll6 panels)roofrop solar array SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an EzisHng Building InvesHgaHon and EvaluaHon is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and ToWI Height(R.) � � SECTION 5:USE GROUP(Check as applicable) � A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business � E: EducaHonal ❑ F: Facto F-1 ❑ F2❑ � � � H: Hi Hazazd H-1❑� H-2❑ - H-3 ❑� H-4❑ H-5❑ I: InsHtuHonal I-1 ❑ I-2� I-3❑ I-4❑ M: Mercantile❑ R: Residenrial R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl❑ S2❑ U: Urility❑� Special Use 0 and please describe below: Special Use � � SECTION 6:CONS1TtUCTION T'YPE(Check as applicable) IA O IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑� IV 0 VA O VB O SECT'ION 7:STTE INFORMATION(refer to 780 CMA 111.0 for details on each item) � Trench Pemut Debris Removal: Water Supply: Flood Zone InformaHon: Sewage Disposal: Licensed Dis osal Site❑ Public❑ Check if outside Flood Zone❑ Indicate municipal❑ A trench will not be P Private❑ or indentify Zone: or on site system❑ requued O or trench or specify: . permit is enclosed❑ Railroad right-of-way: Hazards to Air NavigaHon: MA Hisroric Commission Review Process: Not Applicable❑ Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes 0 or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Flom: Does the building contain an Sprinkler System?: Special Sflpulaflons: S�ovr � N s A S�. '1 �2$' SECTION 9: PROPERTY OWNER AU'THORIZATION Name and Address of Property Owner � � - Elizabeth Bradt 22 Larchmont Road Salem � � 01970 � Name(Print) No.and Sfreet City/Town � Z�p. . Property Owner Contact Informadon:� 978 _740 D290 _ _ � Title Telephone No.(business) Telephone No. (cell) e-mail address� If applicable,the property owner hereby authorizes - Romain Strecker 10 Churchill Place Lynn MA 01902 Name Street Address City/Town State Zip to act on the ro er ownels behaff,in all matters relative to work authorized b this buIldin ermit a licadon. SECTION 10:CONSTRUCTION CON1TiOL(Please fill out Appendix 2) If buildin is less than 35,000 cu.k.of enclosed s ace and/or no[under ConstrucHon Control then check here O and ski Section 10.1 10.1 Re istered Professional Res onsible for Construction Control Romain Strecker 781 - 462 - 8702 Dermits@bostonsolar.us 096385 Name(Registrant) . Telephone No. e-mad address Regish'ation Number 10 Churchill Place . � Ly�n _�� 01902 U ]0/8/2016 Stxeet Address City/Town State Zip Discipline Expiration Date 10.2 General Confractor � � The Boston Solar Companv Company Name Romain Strecker 169698/HIC Name of Person Responsible for ConstrucHon License No. and Type if Applicable 10 Churchill Place Lynn MA 01902 Street Address City/Town State Zip 781- 462- 8702 _-= permits@bostonsolar.us Tele hone No. usiness Tele hone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCG AFFIDAVIT M.G.L.c.152.§25C 6 A Workers'Compensafion Insurance Affidavit from the MA Depariment of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the budding permit. Is a si ed Affidavit submitted with this a lication? Yes m No O � SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item - Estimated Costs:(Labor � 1 and Materials) Total Construction Cost(from Item 6)_$ � 1.Budding - � $ 30,000 Building Permit Fee=ToWI Construcfion Cost x_(Insert here 2.Electrical $ 81,186 appropriate municipal factor)_$ 3.Plumbing . $ � � 4.Mechanical (HVAC) $ Note:Muumum fee=$ (con4�ct municipality) 5.Mechanical Other $ � Enclose check payable to 6.Total Cost $ 111,186 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICAN'C By entering my name below,I by attest under the pains and penalties of perjury that all of the informaflon contained in this applicafion is true and accur e the st of my knowledge and understanding. 7 u 20� Romain Strecker �— Mana¢in¢Partner/CSL holder 781_ 462 - 8702 Please print and sign name Title Telephone No. Date - 10 C'hnrrhill Placr Lynn MA 01902 � Street Address City/Town tate Zip . Municipal Inspector to fill out this section upon applicaHon approval: � � �N' Name Date __ _ _ -� Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot#for locations for which a street address is not available) 20 Commercial Street Salem 01970 Al]Crealures VeL Hosvital No. and Sireet City/Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No � Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) I Appendix 2 ', Construction Documents are required for structures that must comply with 780 CMR 107. T'he checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact informaHon of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* � � Mazk"x"where a licable No. Item Submitted. Incom lete . Not Re uired 1 Architectural � 2 Foundation 3 Structural 4 F've Su ression � � 5 F've Alarm ma re uire re eaters 6 HVAC 7 Electrical S Plumbin include local connecrions � 9 Gas Natural,Pro ane,Medical or other � � � � � 10 � Suroe ed Site Plan Utilifles,WeUand,etc. � � 11 S ecificaHons � � 12 Structural Peer Review 13 Structural Tests&Ins ecHons Pro am j 14 Fire ProtecHon NaaaHve Re ort i 15 Existin Buildin Surve Investi ation 16 Ener Conseroarion Re ort 17 Architectural Access Review 521 CMI2 � 18 Workers Com ensation Insurance 19 � � Hazardous Material Mifi ation Documentation 20 Other S ec' 21 � Other S ec' � 22 � Other S ec' -� *Areas of Design or Construcrion for which plans are not complete at the time of applicarion submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdicHon.Work started prior to approval may be subjected to triple the origina!permit fee. Registered Professional Contact Information Elaine Huane 978- 406 - 8921 elaine@EAHStructural.wm 49029 Name(Registrant) Telephone No. e-mail address Registration Number 35 Kendall Court Bedford MA 01730 Street Address City/Town � State Zip Discipline Ecpirafion Date Name(Registrant) Telephone No. � e-mail address RegistraHon Number Street Address Ci Town � State Zi � Discipline Exp'uation Date Name(Registrant) Telephone No. e-maIl address � Registration Number Street Address Ci Town � State Zl Discipline Fxpirafion Date .c".Ti��F�,,,,,,a„«,�r��j�-�!<„�,��„��<r� OIIia ofCoosomer Altairs&Businus Ncgolatioo . License or registration velid for individul use only '�OME IMPROVEMENT CONTRACTOR beforc Ihe expiratian dete. If found retum to: , . egistradon: 169698 Type: Oflict of Consumcr ARairs and Business Regu�ation �Eapiratlon: � 727R015 LLC �0 Park Plaza-Suite 5170 . Bosron.MA 02i I6 7HE BOS70N SOIAR COMPANY LLC } ♦ ROMAM S7RECKER � ° �. 10 CHURCHILI PLACE� , Q � ' LYNN,MA 01902 ' —� � " Uodersecrt�ary Notvalidwithoutsignawre � Massachusetts -DepaRment of Public Safety Board of Building Regulations and Standards � . C'unttru�tion Su�xnic,�r � '— . License: CS-096385 .-�.i �. , w ROMAIN D STRE �` �' •.,. .G., IOCHURCHII.LRI.A° .�.. s LYNN MA 0190F : ,, r ��,,,��. '� �,��` Expiratio� Commissioner 10/08/2018 � The Conimonwealth of Massachusetts Department of Industrial Accidents O�ce oJtnvestigations � ' 1 Congress Street, Suite 100 Boston, MA 02114-2017 wwHamass.gov/dia Workers' Compensation Insarance Affidavit: Builders/Contractors/Electncians/Plumbers Applicant Information Please Print LeBiblv IV21TlC (Business/Organization/Individuaq: The BOStOII 50�2� COITlp81lY Address: �0 Churchill Place City/State/Zip:Lynn, MA 01902 Phone #:617-858-1645 Are you an employer? Check the appropriate box: Type of project(required): 1.❑� I am a employer with 20 4. � I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New conshvction 2.❑ I am a sole proprietor or partner- listed on the attached shee[. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, � Demolition working for me in any capaciry. employees and have workers' 9. � Building addition (No workers' comp. insurance comp. insurance.i required.] 5. � We are a corporation and its 10.0 Electrical repairs or additions 3.� I am a homeowner doing all work officers have exercised their I 1:❑ Plumbin�repairs or additions myself. [No workers' comp. right of exemption per MGL 12.� Roof repairs insurance required.] f c. 152, §1(4),and we have no solar employees. [No workers' 13.■❑ Other comp. insurance required.] 'My applicant tha�checks boa#I must alw fill ou[the seclion below showing theirworkers'compensation policy infarmation. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside convacrors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing U�e name of the sub-contractors and stace whether or no1 Ihose entnies have employees. If the sub-contracrors have employecs,they must provide their workers'comp.policy number. I am an employer tha!is providing worke�s'compensation insurance jnr m��emplovees. Below is the policy and job site informallon. Insurance Company Name: HDI-Gerling America Insurance Company _ Policy#or Self-ins. Lic. #:EWGCC000153815 Expiration Date: ��4/2016 ` Job Site Address: z0 Commercial Street City/State/Zip: Salem, MA 01970 Attac6 a copy of the workers' compensation policy declaration page(showing the policy number and eapiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to[he 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 violatoc Be advised that a copy of[his statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under r� aius and penalties ojperjury tha(the injoronaKon provided above is true a��d correct Sienature• Date: 7/21/2015 Phone#: 6178581645 Officia!use only. Do�aot write in this area,ro be con:pleteAby ciry or tow�e o�cial. City or Town: Permit/License # Issuing Aut6ority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4. Elec[rical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Client#: 103109 BOSSO DATE(NM/DDIYYYY� ACORDn CERTIFICATE OF LIABILITY INSURANCE 1H3/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT APFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES � BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTRUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If tha eertificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subJect to the terms and eondkions of the policy,certain policies may requlre an endorsement.A sWtement on thls certifiwte dces not confer rights to the certifleate holder in lieu of such endorsement(s). rnoouc�e �E Peggy J.Merati People's United Ins.Agency CT PHONE g60 524-7624 N,:844 702•8075 A!G N Ei1: One Goodwin Square ApoR�, peggy.merett@peoples.com Hartford�C.T �6�03 INSURE 3)AFFORDINGCOVEMGE NAICY 860 524-7600 iNsuRERA:HDI-Gerling America Insurance C 41343 INSUREO INSURERB:MO�CNBIIYS MI1�U8I IIISIlf8I1CB CO 23329 The Boston Solar Company, LLC INSURER C: 55 Sixth Road,Suite 1 �— INBURER D: Wobum, MA 01801 INSURER E: INSURER i: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVEBEENISSUED TOTHE INSURED NAMEDABOVE FORTHE POLICVPERIOD INDICATED. NOTWfTHSTANDING ANV REQUIREMENT, 7ERM OR CONDITIONOF IWY COMRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CER7IFICATE MAY BE ISSUE� OR MAY PERTAIN, THE INSURANCE AFFOR�ED BY THE POLICIES DESCRIBED HEREIN IS SUBJEC7 70 ALL THE TERMS, IXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED 8Y PAID CLAIMS. �pR TYPEOFMSURANCE �Ngp �B POUCYNUMBER 9lWDDY FF MPO�pCVE%P �R$ A GENERALLIABILRv EGGCC000153814 0/03/2014 01/01/201 EpAµC1Hq�OECCTURRENCE s11000•000 X COMMERCIALCaENERALIIABILIN PREMISES EeaxTurt nco 3��QOO CWMSMADE ❑X OCCUR MEDEXP(Myone ) S PERSONAlBAOVINJURY S� OOOOOO GENERALAGGREGATE fE.00O.00O �� GEN'LAGGREGAiELIMRAPPIIESPER: PRODUCTS-COMP/OPAGG SY�OOO�OOO POLICY X �a LOC f A AUTOMOBILELIABILI7Y EAGCC000153814 0/03I2014 01/07/201 �MB�I,tlEe�01SINGLEIJMIT f��000,000 A X nravauro EACaCC000153914 0/03/2014 01/01/207 BODILVINJURV(Parpersan) s ALLOWNED SCHEDULED BOOILYINJUPV(Pereed0enl) S AUTOS N-0WNED PROPERTYDM7AGE y X HIREDAUTOS X pUT05 �a�� S g XUMBRELIALIAB X occua CUP0001367 0/03/201401/01/2076 �ct+occuaaewce s5000000 exeess una CLAIMS-MADE AGGREGATE a5 000 000 oeo X R�nnori s10 000 $ A WORKERSCOAlPENSATON EWGCC000753875 1N4/2015 01/14/201 X WcsTaru- on+ ANU EMPLOYER9'IINBILT' — pNVPROPRIETOWPPRTNElLIXEGUTIVEvIN E.L.EACNACCIOENT E� OOOOOO OFFICER/MEMBERE%CLUDED'! � M�A (MandalorylnNH) E.L.DISEHSE-EAEMPIOYEE S� OOOOOO II yes.tlesaibeuntler E.L.OISPASE-POLICVUMIT s1,000,000 DESCRIPT70N Of OPERATIONS below DESCRIPl10N OF OPERATIONS I LOLATONS f VEHIGLES(Attach ACORD 101,AdOitbnal Ramarks ScheAub,if mo�e spau la requlreL) RE:Permit Work Certificate Holder is included as Additional Insured per the terms,conditions and exclusions of the referenced general flability and umbrel�a policies,if required by written contract or agreement. CERTIFICATE HOLDER CANCELLATION City of Salem SHOULD ANV OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE OELVERED IN 120 Washing[on Street,$ff�F�OOf P�CCORDANCE WffH THE POULY PROVISIONS. Salem,MA 01970 AViNORIZED REPRESENTA7NE j�1QF.S t�H�C0��i6PrJh�itcc OO 1988•2070 ACORD CORVORATION.All rights reserved. ACORD 25(2010/O5) 7 pf 1 The ACORD name and logo are registered marks of ACORD ilS565550/M565467 SMGCT •. 1 ' . � _,s„ BOSTON ESOLAR Sofar System Purchase and Instaliation Agreement Overview Installer � Owner The Boston Solar Company,LLC � All Creatures Vet.Hospital-Dr.Liz Badt 55 Sizth Rd � 9 Commercial S[ Wobufn,MA 01801 Salem,MA 01970 Major Components System Size: Hyundai-BoB-270 116 31.3 kW Inverter � Enphase Estimated Vear 1 Production Produaion Monitoring Automated 39,150 kWh . . Total 5ystem Cost 5171,186.0 Payment 5thedule Federal Tax Credit• $33,355.8 At Signing 530,000.0 • 5[ate 7ax Credit• 50.0 At ReFi ApProval 523,355.8 � MA Solar or Utiliry Rebate" 50.0 At Installation $66;711.6 A[System Commissioning �511,118.6 iinal5ystem Cost 577,830•2 Total of Paymenu $111,186.0 Priceperwatt: $3.55 PaymentType Ush 'These financial estimates are provided for illustrative purposes. For actual finan[ial and tax advice,please consW[an indepentlent taH advisor. •In the event Ownels reflnance application is not approved,or Owner is not satisfied with lenders loan interest rate and terms,then Owner shall have the option to terminate Mis Agreement by wr'rtten notifiwiion to Installer,and any payments made underthis Agreement shall�be � forthwith retunded to Oxrner and all other o6ligatlons of the partles shall cease and this agreement shall be void with ouc rxoune to either partles Overview: As part of this Agreement,The Boston Solar Company will: • Handle all aspects of the project from initial paperwork through to installation and activation ot your Solar System • Secure State or Utility rebates(if applicable),permits,and utility interconnection approval • Install revenue grade monitoring,giving you real time insight into your system's performance,and allowing you enjoy automatit production reporting to generate youY SRECs�Owner is required to have secure and stable internet connection on the Property) � • Provideyouwithallrelated�manufacturerwarranties � � Time JorCompletion: The Work to be performed by Contractor pursuant to this Agreement,starting with preparation and submission of a full permitting package,shall be commenced within 30 days of contract signing. It is expected tFat installation should start within 60-90 days after contract signing. The attual Installation is expected to take 5-10 days.Once installation is completed,the Owner will need to make the Property available for electrical and building inspections within two weeks after installation.After inspections,the utility is expetted to give us final approval to turn on the system within 24 weeks. The entire process from contract signing to system commissioning is expected to take 3-4 months,but may take longer depending on town and utiliry approvals,weather and equipment availability. Additional Contmct Vrovisions: . All payments are due immediately upon mmpletion of each s[age of the project.Quoted system prire indudes permit costs and utllity interconnection fees. This Solar System includes a 10-year labor warranty,25-year inverter warranty and 25-year panel power warranty. agreement: This Attachment forms part of the Solar Purthase and Insta�lation Agreement. � � � ��' G'./�� / I � Boston Solar Representative.5ignature:e'� � Dare: �/; �. OwneYs Signamre: - � Date: � � y , - i� �� eosra�;so�,a SOIAp SYS7[M PURCNAf[AND INSTAWiION AGqEfMEM {� /� ` /' ,t �} OS�`�-C�� owner , � \-7C'a�� " 1�111 C�reo.�UCeS VCI � �ene•ow�rrt. SiteAddrcsr arJ �o r"�-N�f-C. . ca S��e�.� jl (Me'Groi�M), one: 4 t o9ti7u i�is Solar Sytem G�ichase and Installatlon q6reemeM�'Agrcement')is entereG imo MM as of the I�teR Oate of 9�naturc af the parties below by and between Tht 8o�ton Solar Compw�y LLC,55 SiKth Rd, Woburn,MA 018D7 1'TBS['�and the Owner,whp It[I�e ownn of the Prope�ty.AII npinGad termt used in thb qpelrtKM put not depr�ed MrNn yull hrre th�mem,tr�p tet(ath In 11ie Borton Sel�r Company Proposal anached hereto(the'AttuAmenY�. 1.TIIE WOIiK TBSC shep peAorm woA,proWde tAe SeMces,wpply surh Epuipme�n�nd fumish such other m�Deriale, supplies ond oMsr itens as k de[ermines aro rtaulred to insL11 the System descrfbed in Ihe Atta Wnent (the'Wm►'�.iB5[wlll peAprm or uuse Its wbcorrtnctors to perform the WoA fn��Op and wertmanllke maimer.fn auprAance with pWrnt Induspy fta�yros wd pr�cti��s.TBX sAi11 not m�ke onY[hanjes In fhe Wak unkss�greed ro M writM f M the Owner. 7.REQUIREO PERMRS T65C ahall pe re6pp�iAk for Min�u fhe Owne(S�gMt to secure inY permfts rcpWMd!Or tlie Instatl�tlm. AU permit cosn are Intluded in Me price/ur the Work. M you secure you�pMm Oermlty,you w��6e t�'cludM from the Gwranty Fund Orovifipnf of Q�aDter UU of tlfe Mxfithusetts General Uwd. 3. 1YARRANIIES T85[wamMs tMt,under narmal uu and�eMce condmona,tAe System will bt hee from deleRs in workm�mhip and/m mateNals for un(10)yean after Me Aate of the Wwk bdr�tqmDleted(tMs 'Umiud wan�ntr) TMs umnetl Wsrnnty rnduda urviNy m�nufacturcr wamnue�frce of dur�e. TBSC wartsnb any tl�mige t0 OwneYs�oof wkhin a kue(51 inM raAlus ol roof pnrctratbns duriry pMormaixe ol Me Wak. M a dehct Is tlktpverc0,TflSC wi11,at no additlonal cost to Owner,prpWEe such b6or and matMals as require0 to resto.e the System to Its o�uinaliy Installt0 st�te.lf TflSC flndi thrt the Drobldnt wete not causet by Me Work,or 11 the OroD�ems ae not an aetual D�oh�rm of 1he Sylem(e.d.W Ae or un� authorueE�Itentloro ro t�e Sypeml�Owner wlll WY��airy new parts and meterialf,arM TBSC resenes the Nght to Uar`e Ownn e xrvin char6e o($100 per hout with Me minimum urvke charge eqwl to S2oD. wy,w�uelun000e s�wMp pue s�q�iyo�ewawwano!IuenaN��4i 4�!M unsuo�ol saai9e uuMp 'sxC!Ile u� �slUauag y�n�ae�asi!ol FNIW171N eJaYMO ay�o�paAsa 4�w µuwero�o uoltnuxLaa� ou sa�ew]$gl YauMp ay�o)a�qe�ienr aq Atw IeVI s1JaWB ayl/o qewllla ue qpnpuh�wyoeUY a41 tuoryngd0e yJns p auro�lno ay1 ia7ueJM!IOuuCJ pye twfe annti�fry�wpe ue ce A�a11M hrype q xgy 'Buua�ayy t�N P��t]3tl5'saleqaM iq/aw�pl�1RV�q�wope7tl�e ywqns pue siaao�A'a�eda�tl Ile4s 7SBL 'IJlyaua9,se OauNap A�aMya�p�11.N!++7aW�aN,l W Wu fuNataw�au pue supau.e�awoauf le�apa� � pue alq�'1.*77tl5.)ia3eiy�L»Aitaw a�qexWa��epi•I.sa7lQitl.l ialeqa�A1}Jl7n io a�qs Ywpnpw . 'wa7fAf aW lo asn pue a[yuaunw a4�ol Pa�a�a,nyauaa�epulu�upw�oi pappua aq Aew rauMp ayi N I [ '7(mAap�4!wwl WN�V+P Oue aa�uope�paue7 ay1 M pappe aq IIM�7591�4 P�+�nwl f1sc71uauN�nOs � �lie�anaoa�un pue ywa�luuatl AuY 'JKCAoO�4t wo4 WtMP�P 89111M 000'tS lo�1�4etN7ue� a'sAep swuRnp IOTi mi nye Iwwaa�fy t!N r�»uo iawqll '�WM�y1 io�1uMeAa�d pue wa�sAS . a47 hwt�saY'�LiOoy a�plullm�ewa Aauow pue a�uN�wds IIlM 75911�R�a�P��Ne lwinp � '(WawaaAy spry ol Payu3la)uo!lry�a�uq p»poN 4anf{o saNaai sy uye . sAep mWtn910t1 wi u,ry��w,np aV7 oi IIM u�1isoEap syi wn�ai pue pun�ai Be4f�YB!Ywwaayy � +14�W a1tP a41 wye tAep ssau�m91E)aa�4i uP111M uWUIF��W�o!loN C�7aMuro�t uan�pp�au^�0 H 91 37 '9 . .Q69$9[��Nd31A?I NO{III'Upf�e�ll�y fqWftle P11p , u�iawnwo]W a�WU tuatnyaest�yy a4144M�oAeiluO�wawaro�awl a WON e f e pvals�la+s17591 7mf�aqn��dde A9 W��nba�se afeii+oa a7uunsu�Vro4 Pu!Oafua�l�9 � IINs+VOM a41 Yu�w�oyraA uoi�rquo�qM Au�io�SBI u4i NUMO aip o7 autue�x pue cwasa�i 75Y1 1 I � s 'luawYxur ryl ul W9GaSiP hlwli iV7 07 tu1P��r M+oM ay�aNpwy pue uqs o��yoya a�qeuoswi asn�pys�gy"pa�altlwoa Illun iauue�u �NWR e u�pue suolldwalul+o�epp Alesca�auvn InpyµN'A11w8�IW VaM aW u++o}nd IINf K81 tl01tl d O!3 'f �ua1W1[d�RuJ yMf�O�G�i]iI!Y,��1jf Si�u81lfM 1�1114�0 L710W liA��pP��lyf pue�wwd�n03 ryt 8u��no�sa�iue�nM�a.ny�e�nue�u pa pue Aue'a�qeufns[lual+a ay�o�7�ump a� w81ne AQa�a4�SBl'�wwaa�8y�iyJ�apun IwwAeO�eup ayl7ul�leu��awnp uotln A�alhpawury anipa�3 1411W77M91/NOLLtTY1tN10NY��yfld W3J5,1fyp�py Mw7051VOLSl7Q .. , easror;so�vr Y. . .. SOIAR SI'S7EM VURQIAfE pND INSTALU1TIOk AGIIEEM(NT eraluating OwnNs Ngibllity Ior antl[he financial and hy conse0uenus of receiving Benefitf. 6. VRE-EXISTINGCAND1710NSANOPROPEATYVROiER10N TBS(cAall irot be responAbk lo�any dem�ges as�winequenu of the Wor4 performeE on Me sNt due to pre�eYistir�g conditlons(e.e.cqcMed or brOken shinyles,bulry elect�ical wlring,el[.f. TBSC refervea the rlsht to suipend peAotmBn[!p1 the Work a trrmirute this Ayreement wM�no dabilily to TBSC whatsoevn it ft discpven�nantltlprtM site conehimis rhat wi11 incre�u the cost to periorm the Work. H such tertninaNen accun.TBSC shail relund ep mo�ic p�iC b T85C reduced by any eYpenur aRualty inwrrcd. Mowever.i/Owner anE iBit aaree.Me pria may 4e rene�ptiated to rcflect Me true cost al thc Work. TBSC wl�l make peq eHortt W Orotect enY Properly M fhe Owner,but Owner ft refponsiWe fOr removi�and nWatine spyli�roes.Bem cwerings.md any other obsUdes or hai�rds repulrad to pMorm the�nst�Iption, T85C 1�not responsible fo�rep4remmt of or damaae to these ftem�if they arc removed by iBS�. 9. UISTOMEpOBl1E�TiOpS Ow�xr a{rees to:(al�t�fY Ta5[immedietNy upon dlicovery ot an eme�`enq conA�tlon rcAti�to the Syrtem,Oimaee to Ue System,w theR u(the System;�b)mty Mve Ms Syatem rcpa'neA purwaM ro the UmNeO VY�namy(as Aefine0 herMnl:(dJ�rot modiry the Vmperry in a w�Y that shasey the System:le) �rot do anYW�6 P�rmn or allow M eWt a�Y mnEitlon or dreumrtarae a the Vraperty wAldi wuM � caux tl�e SyRem not lo operatr as IMeMeU:and(gl P�it T85C,aher prwidi�g rcaionaWe rotice.to inspett the System fw Prpper operatlon,aM lo make my netsuary repNra.Custumt�apen ro not make arry rtrodiflcatlwn,improvemrnts,rcvWma er mdtlHions to the Syttem or take airy other actfon the� Couid void t11t limked W�rcanq(as defl�ud hercln�withoyt TBSCf prior written wnient.If Owner bils [o comply wlth the proM{IOnS M W!para�rapA.Ow�s � l�mhea wanamy�nall be autanatlnlryvnidea. 10. GENEML PROVISIONS. Any dicputef whlcA m�y arye between Ne Owne�and TBSC sAall not impeEe or Interfere with the diligent perfermance M TBSC olthe Work. TAis Ayreement tnall be suqeR ta and interpreteA in acrordance wNh the I�ws o1�he State of M�uschu:etH. titie,owners�lo anE risk of Iws to the Sysum sAali O+ts to Owner immetliateh upon OwneYs paymmt of Ihe fin�l payment required unda tAislgreemeM.Owner sMll provitle a�l insunnce ntressary for Ihe covenge ol the Sys[em anE rifks to Ihr Vroperty�eleted thereto s�er sud+peyment r � BC1SlqV$OIAR SO Wi SYS7EM%111p1ASE AND INSTµUT10N AGREEMFM ihl+Agreement,Intlutlin�fhe documrnts Iruorpor�teE(Mo this Aareement,forms the complet� intepated aercemmt between IBX and Ihe Owner. The panles repraeM and warrant that In tuwtin�this 116reemem,theY are not relyln�on rcpresenUdans oMer than as eYprcWy cantatneA hereln.There are no other terms or tpnEitlons that lorm�bindirp apeement between the p�rtin mAer tlian thla ABreement and its intorpprateE dxuments This �eement superuAes ail priaagraemerrtt 6etween tht p�yner and TBSC�nd may not pt aftered�bsem a subse0uent wrttten�yeemem tyned!y �CMIn. Both p�rtln have reMewed this Agreement anA represent that they un4eM�nd and agee � m stl terms hereln, i Owners Si�ntturo. �� Co-0wners Slsnature: Ourners Name: �i - [opwne/s Name: ��' Date: � . TBS[/W thorieM ReP�esenutive Atnature:r�-��1��'�� TlSCAuI A=M ReProfenbtNe Name:_/:��r>5�^ M� �� 1%` Date: � � �a ��5 � � [ r BOSTON SOLAR . .t.s.c'- c. n „ .. . �,: . � . Homeowrner's Agent Authorization Form i � � .� z. �,��'�.� � c �� , Vrfnt Name � am the owner of the property located at address: n- � Si� 5c� /�'l� U1� 70 r}U �. a !`^M�,��, � � !`-� � PdntAddress - I hereby authorize The Boston Solar Company to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a PhotoVoltaic System located on my Property. Print Name: ;-, � �, ,yf S- � /��, Customer Signature: _TT�� -y;r/ ' Date: ��f� �/ The Boston Solar Campany SS Sizth Road.Woburn,MA 0f80] Phone:617-858-1695 Fax number:781-780-7813 � Erriail address:jobs@bostonsolacus Weh site:.,.. bu��u�nw�� .: � Masrer Elettrica�License: 12689A � ,, w EAH�Structural Cansulting ' ^"[ _ J 35 Kendall Court - Bedford, MA 01730 PHONE1.978.406.8921 � ElaineC�EAHStrudural.com EAH CON6uLT1Nm QPfI�2g� 2�15 To: Boston Solar 55 Sixth Road . Woburn, MA 01801 Subject: Structurol Certification for Installation of Solar Panels All Creatures Veterinary Hospital 20 Commercial Street � . � Salem, MA.01970 To Whom It May Concern, � . A�design check for the subject building was done on the existing roofing and framing systems for the installation of solar panels over the roof. From a£eld inspection of the property,the existing roof support struc[ures were observed by the client's auditors as follows: The roof structure of(South Roof)consists of composition shingle on roof plywood that is supported by room-in-attic trusses that are spaced at @ 24"o.c..The trusses have a max projected horizontal span of approximately 52'-0" between exterior load bearing walls,and a slope of 24 degrees.The top chords are 2x4/2x6(middle portion)sections,the bottom chords are 2x6 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates. The max unsupported projected horizontal top chord span is approximately 6'-0". The roof structure of(West Roof A)consists of composition shingle on roof plywood that is supported by room-in-attic trusses that are spaced at @ 24"o.c..The trusses have a max projected horizontal span of approximately 52'-0" between exterior load bearing walls,and a slope of 24 degrees.The top chords are 2x4/2x6(middle portion)sections,the bottom chords are 2x6 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates. The max unsupported projected horizontal top chord span is approximately 6'-0". The roof structure of(West Roof B)consists of composition shingle on roof plywood that is supported by piggyback scissors trusses that are spaced at @ 24"o.c..The trusses have�a max projected horizontal span of approximately 52'-0" between exterior load bearing walls,and a slope of 24 degrees.The top chords are 2x4 sections,the bottom chords are 2x4 sections and the web members are 2x4 sections.The truss members are connected by steel gusset plates.The max unsupported projected horizontal top chord span is approximately 5'-0". � The existing roof framing system of(South Roof)is judged to be adequate to withstand the loading imposed by the � installation of the solar panels.No reinforcement is necessary. � � The existing roof framing system of(West Roof A)is judged to be adequate to withstand the loading imposed by the installation of the solar panels. No reinforcement is necessary. The existing roof freming system of(West Roof 8)is judged to be adequate to withstand the loading imposed by the installation of the solar panels.No reinforcement is necessary: All Creatures Vet, Salem 1 � , � EAH Strudural Consulting . 35 Kendall Court Bedford,MA 01730 PHONE1.978.406.8921 EAH Cor��u�T�Na Elaine@EAHStrudural.com 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 Ironridge solar rail system and analyzed. Furthermore,the installation crews have been thoroughly treined to install the solar panels based on the specific roof installation instructions developed by Ironridge for the racking system and Ironridge for the roof connections. Finally, I accept the certifications indicated by the solar panel manufacturer for the ability of the panels to withstand high wind and snow loads. Desi¢n Criteria: • Applicable Codes=Massachusetts Building Code,8th Edition,ASCE 7-05,and 2005 NDS • Roof Dead Load=7 psf(South Roof) -- 7 psf(West Roof A) -- 7 psf(West Roof B) • Roof Live Load=20 psf • Wind Speed= 110 mph, Exposure B • Ground Snow Load=45 psf - Roof Snow Load=31.5 psf Please contaM me with any further questions or concerns regarding this project. Sincerely, $1�.ZHOFM Von o s i� ELAINE A. N � HUANG `° CIVIL � Elaine Huang, P.E. ,o No.49029 Projed Engineer �� o � S/ONAL EN�' All Creatures Vet, Salem 2 �� EAH Structural Consulting � ' � 35 Kendall Court. � 6edford, MA D1730 PHONE 1.978.406.8921 • Elaine@EAHStructuraLcom EAM CONSULTIN� � Gravity Loadinq Roof Snow Load Calculations p9=Ground Snow Load= 45 psf pf=07 Ca Ci I py (ASCE7-Eq 7-1) CQ=Exposure Factor= 1 (ASCE7-Table 7-2) C�=Thertnal Factor= 1 (ASCE7-Table 7-3) I=Impodance Factor= 1 ' p�=Flat Roof Snow Load= 31.5 psf Ps=�sPr (ASCE7-Eq 7-2) Cs=Slope Factor= 1 1 ps=Sloped Roof Snow Load- 31.5 psf � PV Dead Load=4 psf(Per Boston Solar) Roof Dead Load(South Roo� Composition Shingle 4.00 Roof Plywood 2.00 2x4 Top Chords @ 24"o.c. 0.73 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.27 Total Roof DL(South Roofl_ 7.0 psf _; t_, _._ _ _ ��.-- - DL Adjusted to 24 Degree Slope 77 psf All Creatures Vet, Salem 3 EAH Structural Consulting . 35 Kendall Court Bedford, MA 01730 PHONE 1.978.406.8421 EAFI CONSYLTINB Elaine@EAHStructural.com � Wind Calulations Per ASCE 7-05 Components and Cladding Input Variables Wind Speed 110 mph Exposure Category B Roof Shape Gable/Hip Roof Slope 24 degrees Mean Roof Height 20 ft Building Least Width 40 ft Effective Wind Area 17.5 ft ��Des'ign INind Pressure Calculations Wind Pressure P=qh'(G'Cp) qh=0.00256`Kz'Kzt*Kd'V"2'I (Eq_6-15) Kz(Exposure Coefficient)= 07 (Table 6-3) Kzt(topographic factor)= 1 (Fig.6-4) Kd(Wind Directionaliry Factor)= 0.85 (Table 6-4) V(Design�nd Speed)= 110 mph I Importance Factor= 1 (Table 6-1) qh= 18.43 Standoff UpliR Calculations Zone 1 Zone 2 Zone 3 Positive GCp= -0.85 -1.45 -2.30 0.40 (Fig.6-11) Uplift Pressure= -15.67 psf -26.72 psf -42.39 psT 10.0 pst (Minimum) X Standoff Spacing= 4.00 4.00 4.00 Y Standoff Spacing= 2.75 2.75 2.75 Tributary Area= 11.00 11.00 11.00 FootingUplift= -1721b -2941b -4661b Standoff Uplift Check Maximum Design Uplift= -294 Ib Standoff Uplift Capacity = 4001b 400 Ib capacity>294 Ib demand Therefore,OK Fastener Capacity Check Fastene�= 1 -5/16"dia Lag Number of Fasteners= 1 Embedment Depth= 2.5 Pullout Capacity Per Inch= 250 Ib Fastener Capacity= 625 Ib w/F.S.of 1.5= 417 Ib 417 Ib capacity>294 Ib demand Therefore,OK All Creatures Vet, Salem 4 EAH Stru�tural Consulting ' _`r..—J 35 Kendall C.ourt . Bedford,MA 01730 PHDNE1.978.406.8921 • Elaine@EAHStrudural.com EAH CONSYLT/Na � � Framing Check (South Roofl PASS w=86 plf Dead Load 77 psf PV Load 4.0 psf Snow Load 31.5 psf 2x4 To Cn noras @ 24'o.c. _ 0 Goveming Load Combo=DL+SL Member Span=6'-0" Total Load 43.2 psf --�-,..-�. Member Properties Member Size S(in"3) I(in^4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 2100Fb/1.8E @ 24"o.c. Check Bending SVess Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 2100 x 1.15 x 1 x 1.15 Allowed Bending Stress=2777.2 psi Maximum Moment = (wL^2)/8 = 388.462 ft# = 4661.55 in# Actual Bending Stress=(Maximum Moment)/S = 1522.2 psi Allowed>Actual--54.9%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = U180 (E=1800000 psi Per NDS) = 0.4 in Deflection Cnteria Based on = Simple Span . Adual Deflection(Total Load) _ (5'w'L^4)/(384'E'I) � = 0.261 in = L/276 > LI180 Therefore OK Nlowed DeFlection(Live Load) = U240 0.3 in Actual Deflection(Live Load) _ (5'w'L^4)I(384'E'I) , 0.191 in L/377 > L/240 Therefore OK �� Check Shear Member Area= 5.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv'A = 709 Ib Max Shear(�=w'L I 2 = 259 Ib Allowed>Actual--36.6%Stressed -- Therefore,OK All Creatures Vet, Salem 5 EAH Structural Consulting . 35 Kendall Court � Bedfard, MA 01730 PHONE 1.978.406.8921 EAN CONauLrWm ElaineCc-�EAHStructural.com � Framing Check (West Roof A) PASS w=86 plf Dead Load 7.7 psf PV Load 4.0 psf Snow Load 31.5 psf 2x4 o C ords(�D 24"o.c.� � Goveming Load Combo=DL+SL Member Span=6'-0" Total Load 43.2 psf Member Properties Member Size S(in^3) I(in"4) Lumber Sp/Gr Member Spacing 2x4 3.06 5.36 2100Fb11.8E @ 24"o.c. Check Bending Stress Fb(psi)= Pb x Cd x Cf x Cr (NDS Table 4.3.1) 2100 x 1.15 x 1 x 1.15 Allowed Bending SVess=2777.2 psi Maximum Moment = (wL^2)/8 = 388.462 ft# = 4661.55 in# Actual Bending Stress=(Maximum Moment)I S = 1522.2 psi Allowed>Actual•54.9°�Stressed -- Therefore,OK Check DeFle'ction Allowed DeBection(Total Load) = LI180 (E=1800000 psi Per NDS) = 0.4 in ' Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5'w`L"4)/(384`E'I) = 0.261 in = L1276 > U180 Therefore OK Allowed Defledion(Live Load) = U240 0.3 in Actual Deflection(Live Load) _ (5'w'L^4)/(384'E'I) 0.191 in L1377 > LI240 Therefore OK r _ _��-T Check Shear Member Area= 5.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv'A = 709 Ib Max Shear(�=w'L/2 = 259 Ib Allowed>Actual--36.6%Stressed -- Therefore,OK All Creatures Vet, Salem 6 . , . �. . �LJ EAH Strudural Consulting 35 Kendal�Court 8edford MA 01730 � PHONE 1 978 406�.8921 EAH Cor+au�T�N� Elaine@EAHStructural.com� Framing Check (West Roof B) PASS w=86 plf Dead Load 7.7 psf PV Load 4.0 psf Snow Load 31.5 psf 2z4 Too Chords(a�24"o.c. _ � Goveming Load Combo=DL+SL �� Member Span=5'-0" ` Total Load 43.2 psf Member Properties Member Size S(in"3) I(in"4) Lumber SpIGr Member Spacing 2x4 3.06 5.36 2100Fb/1.8E @ 24"o.c. Check Bending Stress " � Fb(psi)= Pb x Cd x Cf x Cr (NDS Table 4.3.1) 2100 x 1.15 x 1 x 1.15 Allowed Bending Stress=2777.2 psi Maximum Moment = (wL"2)I S = 269.765 ft# = 3237.18 in# Adual Bending Stress=(Maximum Moment)I S =1057.1 psi Allowed>Actual-38.1%Stressed •- Therefore,OK Check D'eflection Allowed DeFledion(Total Load) = L1180 (E=1800000 psi Per NDS) = 0.333 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w'L"4)/(384`E'I) = 0.126 in = L/477 > U180 Therefore OK Allowed Deflection(Live Load) = U240 0.25 in ' Adual Deflection(Live Load) _ (5'w'L^4)/(384'E'I) 0.092 in L1653 > L/240 Therefore OK Check Shear Member Area= 5.3 in"2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv'A = 709 Ib Max Shear(�=w*L/2 = 216 Ib Allowed>Actual--30.5°/a Stressed -- Therefore,OK All Creatures Vet, Salem 7 Enphase�Microinverters . Enphase� M215 o � o � A i i�' � :� - � Y, r", :: t a'+� � :�,. n +xq t a�>�:: t. ' I. �i I � � ,-""--"`n-.�. .... ._ R� . ... The Enphase� M215 Microinverter with integrated ground delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter.This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M215 integrates seamlessly with the Engage�Cable, the Envoy Communications Gateway'"', and Enlighten�, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Maximizes energy production - No GEC needed for microinverter - More than 1 million hours of testing - Minimizes impact of shading, - No DC design or string calculation and millions of units shipped dust, and debris required - Industry-leading warranty, up to 25 - No single point of system failure - Easy installation with Engage years Cable �e� enphasem S�1• E N E R G Y . C�US Enphase�M215 Microinverter//DATA INPUT DATA(DC) M215-60-2LL-S22-IG, M215-60-2LL-S25-IG Recommended input power(STC) 190-270 W Maximum input DC voltage 48 V r _ ._ _,.. . . - . . __ . _ . . . _ ._ . _ . . .. . .._.� � - _ _ . . _ . `Peak power tracking voltage 27 V-39 V� � � Operating range � 16 V-48 V � -— . __..__ . . __..._.. __ � ��, r". __- _- ..�,_ � -. ,� � _ -' - - - - _ _ _ ..: . _ �. ._...- ---- -' -- - _� __ �. Min/Max start voltage . 22 V/48.V � � .._- . .._.. - � _ . - -._ ._ . . . _. . _ . _ . . . . _... , _ ... ., ._ - _. . . . _.v... . ... Max DC short circuit current 15 A OUTPUT DATA(AC) �206 VAC � � �240 VAC � � � � r Peak output power � . . � -. . .225 W . . . 225 W -.- .- -._...� �_. .___. .. . __�....._ . _ .. ...� . .. .. . _ - -- - .. _ _ . .. ...._�_ _. .._ _. _ _ .,.�w,._..._.__._ _. Rated (continuous)output power . 215 W 215 W Nominal output current � _ � �_ _ .�1.03 A(A r�s at nominal duration)0.9 A(A rms at nominal duration) � Nominal voltage/range 208 V/183-229 V �� 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Powerfactor� ..��. _�.i�� >0.95 -�� >0.95^..�,_ � .��_ Maximum units per 20 A branch circuit 25(three phase) Y 17(single phase) Maximum output fault current �� 850�mA rms for 6 cycles �� 850 mA rms for 6 cycles —, EFFICIENCY � CEC weighted efficiency,240 VAC � 96.5% � � - . .._ ._ �...�_.... __ .. . . .- � - --- - .- _ . _ .__ ., ._ _ .. .,._ .._ . . . ---._ . _ _ . _ _ .. .4 - -'--- CEC weighted efficiency,208 VAC 96.5% . . _ .—_.. _ - . . . ._ .. .o . ._ _' .._. _ . . . . ... . _. . _ _ _ . _ . " _� . � rPeak�inverter�efficiency � 96.5k � i .. _._ .� .. . .. . . _ .. . ._ _ .. _. . _ . . . _ . . .. . �..._ � _ _._ _. . _..__ . . --- Static MPPT efficiency(weighted,reference EN50530) 99.4 % , . _ _: _.._ _-. . __... . ._. .. _ _ . .__. .__. . . . . . . ..__ .� .. . _ .� . , _�.. , Night time power consumption 65 mW max. MECHANICAL DATA . Ambient temperature range -40°C to+65°C � � � ` . . . . . _ . _. _ . _. . ._ . _. . ._ _ .. . . _ . ._.._. . . _ . Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) ._ :. . _. . .. _ .. .. _.. . a ._ . . . _ :. ._ .,. . . _ .. . ... . _ _:. .. ., Weight � 1.6 kg.(3.41bs) . . . � � ` . _ . . . . .___ . . . . . ... . . .. .. _ . .. . . . ... .. Cooling � Natural convection- No fans � ' Enclosure environmental rating � � � Outdooi-NEMA 6 • . _. _ �. .. _ . . ._. . _ .._. __. _ . . ._ _ ... . . . . . ____ .._.-'- -. _. .._._ Connector type M215-60-2LL-S22-IG: MC4 M215-60-2LL-S25-IG:Amphenol H4 - FEATURES �Compatibility � Compatible with 60-cell PV modules. Communication Power line � Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in � � NEC 690.35. Equipment ground is provided in the Engage Cable. No � � additional GEC or ground is required. Ground fault protection(GFP)is � � integreted into the microinverter. � � . Monitoring Enlighten Manager and MyEnlighten monitoring options Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 . 'Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, � � enphasem visit enphase.com � E N E R G r �2015 Enphase Energy.Ali ngMs reserved.All tratlemarks or brantls In ihis tlocument are registeretl by ihelr respective owner. MKT-00069 Rev 7.0 •� www.hhi-green.com/solar/en . � � a� � � o o. °� . Y �� 8 � � � �� Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global � . leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries is � committed to develop and invest heavily in the field of renewable energy. Hyundai Solar is the largest and the longes[standing W cell and module manufacturer in South Korea.We have 600 MW of module production � capacity and provide high-quality solar PV produc[s to more than 3,000 customers woddwide.We strive[o achieve one of the most e�cient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. ; ` P E R L Mono-crystallineType Black—Series Hi5-5265RG(BK)�Hi5-5270RG(BK)�HiS-5275RG(BK) Mechanical Characteristics ------ -- � • • 998mm(39.29")(W)x1,640mm(6457")(Ux35mm(138")(H) �_�,_�___ . � _� � APProx 17.2 kg(37.916s) , _. _.. .. _..__.. __._._ _ ..�.— .. __ _ . �. 60 cells m series(6 x10 matrix)with PERltechnolo9Y(Hyundai cell,Made in Korea) —7 ' � __. _ .. . _'_—_ _—__�_ _. ...._.. . —.____ �—..�..__.__r_. . , 4mm (12AWG)cableswithpolarizedweatherproofconnectors, �,.�� ",� IEC certified NL listed) Leng[h 1.0 m(39.4') �' _ _ ,_ �_ `��_ , �__ '_. ._.�v �..:� - .., . � _ . � _.7 . .�. , � � . IP68,weatherproof,IEC cettified NL listed) � � . . � __. . . .____._ _ _ ,_.. . � ,__.._ �.. ._..____ _ ." ._ I : , 3 bypass diodes to prevent power decrease by partial shade „�, _'y. _�.r _-, ��._�._._..._��_ �,r� ��-_._ --._� front AntireFlectivecoatinglow-irontemperedglass,2.8mm(0.11") � :� � Encapsulant EVA BackSheet Weatherprooffilm � ClearanodizedaluminumalloYbPe6063(Blackcolor) — � —_ High Quality •IEC61275(Ed.2)andIEC61730byVDE . •UL listed(UL 1703),Class C Fire Rating •Outputpower[olerance+3/-0% � •ISO 90012000 and I50140012004 Certified •Advanced MechanicalTest(8,000 Pa)Passed(IEC) . /Mechanical Load Test(401bs/h')Passed NL) . � . �� .� � � •Ammonia Corrosion ResistanceTest Passed . � � •IEC67701 (SaltMistCorrosionTes[)Passed � �� . Limited Warranty •10yearsforproductdefect �� . � •10yearsfor9096ofwarrantedmin.power � � � � •25yearsfor80%ofwarrantedmin.power � . � �Important Notim an Wanamy ' The warranties apply only to the PV modules with Hyundal Heary Industries Co,Ltdls logo(shown below)and produR serial number on it. � c E °mm��°�� HYU N DAI HEAW INDUSTRIES CO.,LTD. PERL: Passivated Emitter, Rear Locally-Diffused Cell J� M � - �Higher Cell Efficiency� �, ""';��'',^�'�,�Y'�.`.`�.��`�t��' �� • � `�°'�� Conventional5elective-EmitterCell:Max.19.396 , H _ - - — ---� �" ��-- �� PERLCeII:Max.20.495 nyr��ve�ad� Enhancingquantume(ficlency I l atshonwavelength ""` �� , ` = -`-J"' �Higher Module Output� ' ,�� Minimizingfrontwntact � ,��t� resistance � � 275 W,280 W,285 W � �<�mme� -'� y Minimizin9backsideelectron- I ��tebacksheet � holepairrxombination � , Vrype5lwah� ��-� �� . ��' �WWerTemperatureCoefficient� p•ALlBSF /.:. �� Enhancing quantum e(ficiency ' a I Loweroutputlossathighertemperature '(� atlongwavelength m, t "_ ' ' . : . � .� niwaeienrode�'�- � . Minimizingba<kmntact � f �AffordablePrice� ' � � � �� resistance ----�-��--��—�—� Premiummono-crystallinetechnologywithaffordableprice Electrical Characteristics �Mono-crystallineType� �t � � t��'�l�,� ,i ■ee• � Nominaloutput(Pmpp) W �65 270 275 .t.._.. _ � ..�_�. VOIta9eatPmax(Vmpp)�� . V �. 313 31.4 31.6 CurrentatPmaxOmpp) � � A BS �8.6 8] �, Open cir<uit volta9e(Voc) �� _ �V � 38.1 382 38.4 . Shortcircuitcurrenc�lsc) � �A 9A� 92 9.3 -..�-�.....��v._. ...-_�_ . Outputtolerance _ _ .__ 9b._� +3/-0 No.afcells&connxtions pcs 60inseries C .'_'_ . � __ ��. .._ � �. �_, .. . . . � . Cellrype_ _ _ .� � .,,, y .- 6"Mono-<ry5tallinesilicOnwi[hPERLtxhnology(HyUndalcell,MadeinKorea)�. Moduleefitlency % 16.2 165 16A �� Temperaturecoe(ficlentofPmpp _ , __%/K -0.45 -0.45 � -0.45 TemperaturecoefficientofVoc %/K -033 -033 -033 .,.,.�_..�.-.� .,,-.__,�.� �7emperatureme(fiaenroflsc %/K 0.032 0.032 0.032 S�NI data at STC(S[aMard Test Condnons).Above da[a may be changed without prior notice. �Module Diagrem� ��:mm,��ro �I-V Curves� ��w —sc �mowrm� _ssc —ac e <X0J.L11 )5(039 —fiSC 0 �t fl 1+1 pFfNLR � I.p9mm I,POmm g�SLOliHPll � �33n W.RI � ] <mm�GB1E6 <mm'GAEb B 03 � � �� 0 5 �o is m x n w �s 8 CurremW ��m � GPOUNDM6GK �FfALLB . . . � IBI0.I1� —1'�W� <XBi3 1110A3'I —�WM1^� „ �iaN+o�ro�F wtu9 —amw,m� 95i13]55'1 � �� —b]WFN � C � � —iWWhM • � 99fi139] C 35319.�'I �1.1 18 0A SKl1IXICL o : �o �: m » ,� ,� ��m �Installation5afetyGuide� � _ -�r�tZ - --• •Onlyqualifiedpersonnelshouldinstallorpefiormmaintenance. •.� . . - �aq-as'C � •Be aware of dangerous high DC vol[age. • DC 1,000 V(IEQ � •Donotdamageorscratchtherearsurfaceofthemodule. � "� oC600vNU _ : •Do not handle or install modules when they are wet 15 A [Printetl0a�e:5eptember1014] � � �� Sales&Marketing HYUNDAI � � °"ntdonFX""�"° ' 2n°FI.,MyundaiBld ]S,YuI ok-mJan no- u Seoul110.]93,Korea � nsc "�`°ahwx,. ' 9• 9 9 9 • , Te1:+82-2-]4b8406.46]1,]635,8525 Fax:+82-2-]96-76]5 HFJ►WINDUSTRIESCO.,LTD. ' -�� 1� I /.�d IRONRIDGE Roof Mount System j � .� � f� , Y � � � ..,�/`... _ � ?x � � � ��" '.� ��-�'�.�1� � .� _ v .... . .. _... . �-�� i .. ... . . _ L, �.�. -- --- -�--^- -. �"_'-- . .-.- ' . '�'�,---�..-_. �� , ....-..__ - -r Built for solar's toughest roofs. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. , Strength Tested ❑ PE Certified ►IIL�F�1� All components evaluated for superior 1C�/JI Pre-stamped engineering letters L!� structural performance. �� available in most states. �� Class A Fire Rating Design Software Certified to maintain the fire resistance � Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty � UL 2703 system eliminates separate � Twice the protection offered by � module grounding components. competitors. �•. ., — XR Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices Q I _� � \ � � . � . _ _ . �� ' ��__� __ �_ — � `' — A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices Ifor regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. I • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability • Eutreme load capability • Varying versions for rails • Clear anodized finish • Clear& black anod. finish • Clear anodized finish • Grounding Straps offered — Attachments FlashFoot Slotted L-Feet Standoffs Tilt Legs Y�� _ � � �;� � � — — —, a „�?-� � o�' �� - - � _ ,�.� Anchor, flash, and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC 8 IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear& black anod.finish • Lengths from 3"to 9" • Fixed and adjustable — Clamps & Grounding End Clamps Grounding Mid Clamps Q T-Bolt Grounding Lugs � Accessories �� ; l � � � � � Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish 8 black anod. • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates pre-drilling • Pertected End Caps • Optional Under Clamps • Mill & black stainless • Swivels in any direction • UV-protected polymer — Free Resources -_- _ _ Design Assistant �1� NABCEP Certified Training - -- � � ! Go from rough layout to fully � � Eam free continuing education credits, - - - '— i engineered system. For free. �O� while learning more about our systems. _ - j Go to IronRidge.com/rm �� Go to IronRidge.com/training � �_ _ =1 . . . . . .. ._ . . . .. . .. . . . . . .... ... . . � , :,. /�da . � Massachusetts -DepaRment of Public Safety Board of Building Re�ulations and Standards � �. Construction Supeni%or License: CS-066334 . � `��,r�n` o,:. 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