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32C-271 (4) 46 WILLIAMS ST BP-2017-0215 GIS 4: COMMONWEALTH OF MASSACHUSETTS ao-B1ock:32C-271 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category:SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2017-0215 Project# JS-2017.000370 Est.Cost:$15000.00 Fee:$75.00 PERMISSION LS HEREBY GRANTED TO: csta,L Contractor: License: Use Group: SOLARCITY CORP 108706 Lot Size(sq. co. 10410.84 Owner: SI^IEAN MICHAEL T&JUDITH E Zoning: URC(1003/ Applicant: SOLARCITY CORP AT: 46 WILLIAMS ST Applicant Address: Phone: Insurance: 604 SILVER ST (978) 215-2369 0 Workers Compensation AGAWAMMA41001 ISSUED ON:8/19/2016 0:00:00 TO PERFORM THE FOLLOWING WORK: INSTALL SOLAR ELECTRIC PANELS TO ROOF - 23 PANELS - 6.095 KW POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: • Date Paid: Amount: Building 8/19/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-(272 Louis Hasbrouck-Building Commissioner File#BP-2017-0215 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM (978)215-23690 PROPERTY LOCATION 46 WILLIAMS ST - MAP 32CPARCEL 271 001 ZONE URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL SOLAR ELECTRIC PANELS TO ROOF-23 PANELS-6.095 KW New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 108706 3 sets of Plans/Plot Plan THE FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demliti . D- ay ta 67-71-/or S ureof B 'ding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only F City of Northampton Status of Permits ' I �' ? B ilding Department Curb Cuttonveway Permit 212 Main Street Sewer/Septic Availability ALS I 8 2016 Room 100 Watermell Ave label ly No hampton, MA 01060 Two Sets of Struatuml Plans oran4DINg INE13 587-1240 Fax 413-587-1272 Plot/Site Plans vormamPrcN re ee Ns Other Specify ... APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Properiv Address: This section to be completed by office 46 Williams St Map Lot Unit Zone Overlay District Elm SL District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Judith Sheen 46 Williams St,Northampton MA 01060 Name(Print) Current Mailing Address_ (413)519-7010 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name 'nt) Current Mailing Address'. 978-215-2367 ffignat 6 6`� Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 4,000 (a)Building Permit Fee 2 Electrical 11,000 (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 15,000 Check Number / q 5" ea '7,f1 This Section For Official Use Only Building Permit Number: Issu Dated'. Signature: Building Commissioner/Inspector of Buildings Date ' r.s Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be fined in by Building Department 'hit • Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. ter SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding I ] Other 2 Brief Description of Proposed .- A� Work: Install solar electric panels to roof of existine home,to be interconnected with homes electrical system. rlhJ � ' • Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a Use of building '. One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. (s there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction I. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1 Judith Shean as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this building permit application. 08/17/2016 Signature of Owner Date I, SOLARCITY CORPNICTORIA JUNCK ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORP/VICTORIA JUNCK Print Name, 08/17/2016 Signat - of etent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License/folderSOLARCITY/JEREMY GRAVES 108706 License Number 604 SILVER ST AGAWAM MA 01001 02/23/2019 AddressExpiration Date f �_ r774-279-7650 Sig Telephone 9.Reoleterod Home Improvement Contractor Not Applicable ❑ SOLARCITY CORP/VICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address Expiration Date .. o ��r AP .�l Telephone978-215-2367 em- SECTION SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No ❑ 11. — Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building permit As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature A The L'olmmanwealth o/'Massaclelselts .a •w simr,6 Department qtr Industrial Accidents •atIril,ra IOffice of Investigations _I'illi " 600 Washington Street Roston, MA 02111 nnmv.mass.goWdin Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Annlicanl lnfm'rnalioll Please Print Legibly Nwncmtlshers/Orgwliraui,numOsiduaI) SOLARCITY CORP. Address: 3055 CLEARVIEW WAY City/sluic/Zip: SAN MATEO, CA 94402 phone II: 888-765-2489 Anyou an employer?fleck the Approprmle Imc: 'Tyre of project(required): I.❑2 I and II employer with 5000 _ d. LI I am a genend cnmruct r and I 6. n New construction employees(full and/or port-lime).* have hired the sub-conlrachas 2.❑ 1 nen a sole proprietor or plmnce. listed on the attached sleet. i 7. ❑ Remodeling ship and have no employees These tuh-contractors have R. 0 Demolition working lit me in any capacity. team'comp. insurance. 9. [-1 Building addition [No workers'comp.insurance 5. [] We are a corporation and its required.) oftiae1s have exert ked(heir IO.❑ Electrical I(:pAIIS in additions I L] I mu a homeownet doing all work right of%remor lion per MGI. I IL Plumbing repair or ridditinus nq self. [\o worker,'catnip. c. 152,*I(.l),and or have no I2.❑ Roof pili rs insurance aquired.l• employees. I No workers' 17.❑Uther COOT.ilunranre I equirel.I --- 'Ain militant that'lierk No,al aims aka ill out star.rnhnr ham ikon'lir ii vis,vnbeii ompeasu It milky"(mention. 'Ilrwla.a arts mint74411l this eaidu'it iadiiini4 itw alt drum rill mut mal lhcn lira mlcule Fnnractors eel nitnaii a tin'allidat it hullru int'sick l'nnlnaini Ibl dint Ms Imo'nun mein]nn ndkthmil tint'.deninplkr rmnrc aIliv nah.rrunoahrrs andlheo"twin ,nwrp.1'rdin inlimimiun. I ter rel reorelwprr that is prattleiog mockery'conlfieflwrinn Insurancefrr nu employees. Below is the eaters'noel job site iafarnueirin. ,� /��,�,,,, Insurance Company Name: -Zurich jVserance_ Conyaiiir� Policy Il or Sell-ins. I�.ie1. B: WC" 01132.01--n -0U I(xpinalion paw: O"1-0I' UP Job Site Address:, _ 1 �.0 VVI (& S "( ('ily/tissue/Zip:_�fJ Uiltf`r tr ` Aller h i copy oil he warkerti vongMnsat ion pulley declaration page tshowing the policy number and expinrtiurl Base). I'lliline to secure cm entre as required under Section 25A N'M(il. c. 152 can lead to the imposition of enation!penalties ola Zine np l0 51.5110.IN!and/or one•year imprisonment,as well as civil pvnanies in the limn 4ir n STOP WORK ORDER and a line of up to 525(1.00 a day ngatrol the violator. lie advised Mtn a rap) of this soden erlt Ma) INC li rwa Edell to the Mice of I nvcille:llious of the DIA for'Moonlit euvenoi verillc al ion. Ido herr•/r vitrify under the!li irr'Ary'(Wnnnir.o/perjury root the infnrmelinn provided ahoy ix bete trod correct.. {/'/ ,J/'/ �/ - Oil 111 Ifllyllt'fi._ .. Official use only. CM one write in Mir liltu,In he completed by r'il l'or loom tilfrena/. -- I ('ilc or'fovea: Prrndt/License I/ Issuing Au thorih (tinge tau): I. Board of Ifrahb 2. Building department 3. City/Town clerk 1. Eleelrical Inspector 5. Plumbing Inspector 6,!Other 1 Cnntnet Pemmm:. __ ._ ._ .—__ flew ll:_ ...._.. .. ACORGI CERTIFICATE OF LIABILITY INSURANCE ATEIIAD 1 MB 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 doss not confer rights to the certificate holder In lieu of such endorsement(sI. WNTACT MARSHMSE&INSURANCE SERVICES 345 CALIFIXtA STREET,SUITE 190 gMo.EW. _. Ll -!kL _.. . CALIFORNIA LICENSE N00437153 SSS' SAN FRANCIS'.L,CA 94104 AIIn,Shannon ST11415I438334 RIEVRER(S)AEFORDNG COVERAGE _ MAK• 89101BTNO r;AWDE1516 INSURER NMI Women luunrce Lmnperry 16515 INSL ED _.. _.._ _.. xsVtER B:NN IA WIa,Cily Capratun ... t. 3055 GaivewWal ulGURSRc•NIA WA Sat Manu,CA 94402 N&mPA O American CFO Insurance Cane% 40141 MSURERf: I COVERAGES CERTIFICATE NUMBER: SEA-00371193698 REVISION NUMBER:4 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 VWTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS MID CONDITIONS OF SUCH POLICIES.OMITS SHOWN MAY RAVE BEEN REDUCED BY PAID CLAIMS. NSR rYROFNI511MNCE AOn-SUER _.—.. P¢ICYPR�ragrrI(Y� WIUS LIR Ric µ,q1 POLICY Mamma MNI/2OI5 I nOW A I X •GONMERCuu Gelman WBUtt ,GL00104016W 05012015 09.911916 Epos GECREENCE S 1,000,000 + - ETORENrjb j tl.vNS•MAGE 1 X OCCUR PCFm5E55E5�nPMaL 5 1.PM1CW X SIR'529,309 I NEO EAP Um aup.n4^L s 5100 I _.... ...... _. 1 PERSONAL 1,AOV INJURY 5 3120,000 GEMLAGGREGATEMIT APPLIES PER GENERAL AGGREGATE S 6190,09 X 1 POLICY L .1 regi 1 .,I LOG IPRCn MRCOSPIOP AGO I a fi500000. OTTER i$ A MnOMGNLE weinr BAWI9I01]-09 091012015 '0941112015 DON wEG DACIA LIMIT S Swot XawAUTO 1 BODILY WYl X io xSCHEDULED AUTOS BODILY NIPnaC d fl11 3 XHIRED AUTOS X.fIUTNah OPERTY LISIAAGE COMPCOLL QED 5 Bum UMORELL4LJNa Aa BCW ! EACH OCCURRENCE S EXCESS LIAR 1qi jr.gry-- AGGREGATE I'S DEO r IrT10Na I I NE I5 0 AND _coI ewMTrox 'WS'AIABLITYC 0182014.9 IA05) 09012015 09812010 1 X ISIANIE 1 _00TTH A ANYPRWRI�ORWARTNEWEXEEUTIVE N'%991809 IMA) 09.912015 091012016 TEL EACH ACCIDENT rb 1,950000 ILERAFMBER ECLUOEDf []NIA I I 1,D0.90 NapMLNn'ism, iW DEDUCTIBLE.S500,000 EL asEASE EA EMPLOYE E DFSCR TIOTOrFNERATIONS WowI E DISEASE•POLICYLIMIT t R imam I ! I IPOf cPERATS/LOCATIONS IES ACORD f M,A09tlmN soma%Sc Schedule,my be attachedn,mart spec,Is nWpuLI al WYENKY [Marco al haurne.. CERTIFICATE HOLDER CANCELLATION 501EredY GOrporition SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 CNaNNW Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Ma*o,CA 09402 ACCORDANCE WITH THE POLICY PROVISIONS. AuntORCED REPRESENTAl1VE of marsh Risk A Insurance services ,/ Chanes Marrndejo cam. .44t". .--1-C---- -s_ 01988-2014 ACORD CORPORATION. All rights reserved. AGGRO 25(2014101) The ACORD name and logo are registered marks of ACORD 77 ! Office of Consumer Allairs and Business Regulation f.` 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration • Registration' 166572 Type: Supplement Card SOLAR CITY CORPORATION Ezpiramn: 3/8/2017 JEREMY GRAVES 3055 CLEARVIEW WAY SAN MATEO, CA 94402 Lldale Address gad return card.Mark reason for change. Arldress Rearrest Employment Lost Card Omceet Consumer Affairs&Bodeen Regulation License or registration valid fur individul use only HOME IMPROVEMENT CONTRACTOR before Be expiration dale. If found return to: Officeof Consumer Affairs and Business Regulation Registration: 168572 Type: 10 Perk Plaza-Suite 517(1 Expiration: 3/812017 Supplement I:ard BuNan,MA 02116 SOLAR CITY CC 4P')W,I u'N JEREMY GRAVES 24 ST MARTIN STREET BLU 2UNI __ 11AI2LBOR000H.MA 01752 -I'mlernremry Not valid vsMun t signature = CS-108706 JEREMY GRAVES 4 IL 179 BRIGHAM STREET Marlborough MA (11752 02/23/2019 yr .� ,: C../7/(1f( (!I1/L///) P4 Office of C /hfUCI(/ Consumer Affairs hand Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 SOLAR CITY CORPORATION VICTORIA JUNCK - - 3055 CLEARVIEW WAY SAN MATEO, CA 94402 ------- -- ----------- Update Address and return card.Mark reason for change. D rouros Address Renewal 11 Employment I Lost Card Onlee of Consumer Affairs&Business Regulation License or registration valid for individul use only ,, ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: `R —Registration: Office of Consumer Affairs and Business Regulation ug' 188572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/812017 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION VICTORIA JUNCK ' 26 ST MARTIN STREET BLD2UNI 274651(- _de, TilMLBOROUGH,MA 01752 Undersecretary Not valid without attire SolarCity PPA /26 /6 Judith Shean 46 Williams St Apt 1 7 46 Williams Street Apt 1 Northampton MA,01060 Northampton, MA 01060 Here _ the km, whets of ye to t try Purchase Agreement So 13070c yrs System instiailatem or., MI The SolarCity Promise �. ra tee that if you tett yourrHorte, the buyer van qualify to ee your Agreement. -� • e warrant eat of amroofing work. • We testore vote-root at theend of the Agreement Q� • `.a ghat-rant _ ma, r tele and repair the System. •',se fix or Da,for any damage we may cause to your property. V •tt.te pcohtle 24/1wet,-enabled monitoring at no adchtionfticost •The raze t,oct Day us will never in crease by more Oise. a Pias-„ter Near • c ertteng n th!s Agree,^tent is valid ror 30 days of 201S ® Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at con,act signing Term: • tht cat tali. time az cgeogymy $0 •coe Cry wJ rem°e t•e System at no _.. Est.amount due at eteen cast to you - Sv e SO •hof, c.n upgrade te rips..S.stem with d -• tfattne the ,- the lsofa to lager a new rent and , Est amount due abuilding inspection „ tract cot fethetac 'Hoof ter."" 50 • YoL, achy purchase _m&o^+. Est f•ct year production Sclarcity dor if, ..-r ;Pet hut ytue 5,182 kWh specified In the Aga gamer!: •You may renew chic Agreement for us to ten t10)years n t .e':3 year increments. 3055 Cleat view Way,San Mateo, CA 94402 888,765 :Sc , soleroey.cone ❑' RC1 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR complete copy of this Power Purchase Agreement. TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Judith Sheen EXPLANATION OF THIS RIGHT. / ' 24. ADDITIONAL RIGHTS TO CANCEL. Signature: � ( /J e, 47,"'•k'.Z-'t'2 IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 71/471/77(/7 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing Customer's Name: The pricing in this PPA is valid for 30 days after 7/26/2016. If you don't sign this PPA and return it to us on or prior to r- reject 30 days after 7/26/2016, Solartity reserves the right to Signature ??Yr/.I°�rX this PPA unless you agree to our then current pricing. Date: 772Ve0Aer Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 7/26/2016 Version#61.7-TBD .SolarCity, August 16, 2016 RE: CERTIFICATION LETTERpl/ Project/Job # 0102303 � Project Address: Shean Residence PES H. CSG 46 Williams St •,CHILDS Northampton, MA 01060 CIVIL No.52764 ALO Northampton ,uo S- SC Office Springfield 9g Feis-fe`c` *- S/ONALt Design Criteria: -Applicable Codes = MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed =90 mph, Exposure Category C -Ground Snow Load =40 psf - MP1: 2x6 @ 24"OC, Roof DL = 13.5 psf, Roof LL/SL= 21.6 psf(Non-PV), Roof LL/SL= 11.6 psf(PV) - MP2: 2x6 @ 24" OC, Roof DL = 10.5 psf, Roof LL/SL= 21.6 psf(Non-PV), Roof LLJSL= 11.6 psf(PV) - MP3: 2x6 @ 24" OC, Roof DL = 10.5 psf, Roof LL/SL= 21.6 psf(Non-PV), Roof LL/SL = 11.6 psf(PV) - MP4: 2x6 @ 24" OC, Roof DL = 10.5 psf, Roof LLJSL= 23.2 psf(Non-PV), Roof LL/SL = 12.8 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22462 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. James P.E. Professional Engineer Digitally signed by James H. Childs, P.E. T: ail; jchildsl@solarcity.com x 8390 lardt Date: 2016.08.16 15:21 :40 -07'00' email: jchildsl@solarcity.mm I, r ee 1 -}C>o�i0 •.9 cis IGP E92i</L iC o'3 O : . ..m Version#61.7-TBD k„SolarCity , . HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 R" 24" 39" NA Staggered 55.9%_ MP2 72 24" 39" NA Staggered 55.9% MP3 R" 24" 39" NA Staggered 55.9% MP4 R" 24" 39" NA Staggered 55.8% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 48" 20" 65" NA Staggered 62.6% MP2 48" 20" 65" NA Staggered 62.6% MP3 48"- 20" 65" _ NA Staggered 62.6% MP4 48" 20" 65" NA Staggered 62.4% Structure Mounting Plane Framing Qualification Results type Spacing 1 Pitch Member Evaluation Results MPI Finished Attic 24"O.C. 45° Member Impact Check OK MP2 _ Stick Frame _ 29"0.C. 95° Member Impact Check OK MP3 Stick Frame 24"0.C. 45° Member Impact Check OK MP4 Stick Frame 24"0.C. 43° Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 5* 'I i.ie. aj Moir„ i' 40- .r50'c'v8 IC?S ESSi`OL r 50''rz3P 0 .arch awn STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MN. Member Properties Summary MPI Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 10.08 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(inA2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing Yes Span 5 Ix(in^4) 20.80 Board Sheathing Skip-Sheathing Total Rake Span 15.90 ft TL Deft n Limit 120 Vaulted Ceiling Yes PV 1 Start 2.17 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.92 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Pb(psi) 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.41 19.1 psf 19.1 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Lhre/Snow Load LL/SL''l 40.0 psr x 0.54 l x 0.29 21.6 psf 11.6 psf Total Load(Governing LC) TL 40.7 psf 34.9 psf Notes: 1. Ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Rgure 7-2] 2. pf=0.7(Ce)(Ct)(I,)p9; 4=0.9,C,=1.1,1:==1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+S 1.15 1.00 1.00 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment (lb-In) Post-PV Moment Net Impact Result Gravity Loading Check 1,603 1,413 0.88 Pass CALCULATION OF DESIGN WIND LOADS - MN. Mounting Plane Information Roofing Material Comp Roof Roof Slope 45° Rafter Spacing 24"O.C. Framing Type/ Direction Y-V Rafters PV System Type SolarCty SleekMount"' Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning VentsNo Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 1.01 Table 6-3 Topographic Factor Ke 1.00 Section 6.5.7 Wind Directionality Factor Ke 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(VA2)(I) Equation 6-15 17.9 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) GCp(Down) 0.88 no.6-11B/CJ614Na Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up Poe) -17.0 psf Wind Pressure Down Ptmrml 15.7 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable CantAever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -306 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capaciy DCR 55.9% I X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trth 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -343 lbs Uplift Capacity of Standoff T-allow548 lbs Standoff Demand/Capacity DCR � 62.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal MemberSpans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 7.43 ft Actual D 5.50' Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(inA2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing Yes Span S Ix(in^4) 20.80 Board Sheathing Skip-Sheathing Total Rake Span 12.15 ft TL Defi'n Limit 120 Vaulted Ceiling No PV 1 Start 0.67 ft Wood Specie SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.75 ft Wood Grade #2 Rafter Slope 45° PV 2 Stat Pb(psi) 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top LM Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Meas Roof Dead Load DL 10.5 psf x 1.41 14.8 psf 14.8 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL''' 40.0 psf x 0.54 I x 0.29 21.6 psf 11.6 psf Total Load(Governing LC) TL 36.4 psf 30.7 psf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Fgure 7-2] 2. pf=0.7(Ce)(C2)(I,)pg; CQ=0.9,G=1.1, 15=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) I CL(-) CF Cr D+S 1.15 1.00 0.67 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre:PV Moment (lb-in) Post-PV Moment Net Impact Result Gravity Loading Check 766 639 0.83 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof Roof Slope 450 Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarC ty SleekMount" Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design CodeIBC 2009 ASCE 7-05 Wind Design Method I PardaHy/Fully Enclosed Method Basic Wind Speed V 90 mph Fig.6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/8 Mean Roof Height h 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 1.01 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Ke 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh=0.00256(Kr)(Kat)(Ed)(VA 2)(I) Equation 6-15 17.9 psi Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) - -0.95 Fig.6-11B/C/D-14A/8 Ext.Pressure Coefficient GCp(Down) 0.88 Fy.EnB/{Jo-14AJB Design Wind Pressure p _ p=en(CCP) Equation 6-22 Wind Pressure Up Plum -17.0 psi Wind Pressure Down Prawn 15.7 psi ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Movable Canblever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Factual -306 lbs Uplift Capacity of Standoff T-Sbw 548 its Standoff Demand/Capacity I DCR 55.9% i X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind UM at Standoff T-actual -343 los Uplift Capacity of Standoff I T-allow 548 lbs Standoff Demand/Capacity I DCR 62.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal MemberSpans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 7.37 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing Yes Span 5 Ix(inA4) 20.80 Board Sheathing Skip-Sheathing Total Rake Span 12.06 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 4.42 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 6.83 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Fb(psi) 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.41 14.8 psf 14.8 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load LL/SL''r 40.0 psf x 0.54 I x 0.29 21.6 psf 11.6 psf Total Load(Governing LC) TL 36.4 psf 30.7 psf Notes: 1. Ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(Cr)(Is)Pg I Ce=0.9,Q=1.1,Is 1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+S 1.15 1.00 0.68 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment (lb-in) Post-PV Moment Net Impact , Result Gravity Loading Check 753 647 0.86 Pass CALCULATION OF DESIGN WIND LOADS - MP3 . . Mounting Plane Information • Roofing MaterialI Comp Roof Roof Slope 45° Rafter Spacing 24"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarOty SleekMount"' Zep System Type ZS Comp Standoff(Attachment Hardware) amp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2009 I ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14AIB Mean Roof Height h 35 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 1.01 Table 6-3 Topographic Factor Ke 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure tin Equation= 0.00256(1(z)(Kzt) (1(d)(VA2)(I) Equation 6-15 17.9 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-118/C/D-14A/B Ext.Pressure Coefficient(Down) GCp(Down) 0.88 Pg.6-11B/C/D-14NB Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Paw) -17.0 psf Wind Pressure Down Remo 15.7 psf ALLOWABLE STANDOFF SPACINGS X-Direction V-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind UpAf at Standoff T-actual -306 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity OCR 55.9% I X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait I Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -343 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity DCR 62.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50' Roof System Properties Span 1 6.83 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 8.25 Re-Roof No Span 4 Sx(in.^3) 7.56 Plywood Sheathing Yes Span 5 Ix(In^4) 20.80 Board Sheathing Skip-Sheathing Total Rake Span 10.92 ft TL Defl'n Limit . 120 Vaults Ceiling No PV 1 Start 0.92 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 125 ft Wood Grade #2 Rafter Slope 43° PV 2 Start Fb(psi) 875 Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 Top tat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 11/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.37 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 psf x 1.37 4.1 psf Roof Live Load RLL 20.0 psf x 0.65 13.0 psf Live/Snow Load LL/SL42 40.0 psf x 0.58 I x 0.32 23.2 psf 12.8 psf Total Load(Governing LC) TL 37.6 psf 31.3 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7(Apure 7-2] 2. pf=0.7(Ce)(CO(10 pe; 4=0.9,4=1.1, 1:=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) l CL(-) CF Cr D+S 1.15 1.00 0.74 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment (lb-in) Post-PV Moment Net Impact Result Gravity Loading Check 662 543 0.82 Pass CALCULATION OF DESIGN WIND LOADS- MP4 Mounting Plane Information Roofing Material - Comp Roof Roof Slope 43" Rafter Spacing 24"O.C. Framing Type/Direction Y-Y Rafters PV gym-VPe Solarity SleekMountie Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 35 ft Sedan 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 1.01 Table 6-3 Topographic Factor Ka 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure Q6 qh = 0.00256(1(z)( ) (Kd)(VA2)(I) Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-118/C/D-14A/B Ed.Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6-11B/46144/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up Pena -17.0 psf Wind Pressure Down Prmmt 15.7 psf ALLOWABLE STANDOFF SPACINGS I X-Direction V-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Slartoff Tributary Area Tdb 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual -306 lbs Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand/Capacity MR 55.8% X-Direction I V-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Tit 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-adual -342 lbs Uplift Capacity of Standoff Fallow 548 lbs Standoff Demand/Capacity DCA 62.4% August 17, 2016 To: Building Dept. From: Rachel Bruso—Trinity Solar Subject: Permit Applications for solar installation Attached please find the building and electrical permit applications and all of the other necessary documents here.There is also two checks enclosed for these applications. If there are any questions, please feel free to let me know. Thank you very much! /,_... - '- Rachel : use Rachel.B ruso @tri n ityso I a rsyste ms.corn 413-203-9088 Ext. 1511 Trinity Solar 4 Open Square Suite 410 Holyoke, MA 01040 • ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ........ A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3 A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGG EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. CITY p (F) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL CI� �I 1 t�OFOR DEPARTMENT FSB FIRE KT-BACKTALLIC TUBING A SIGN Wi L BE PROVIDED MEANS MAY BE DWARNING OF IN THE FNTHESITION, BUILDING DEPARTMENT GALV GALVANIZED HAZARDS PER ART. 690.17. U GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE CND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY Theselans have been reviewed HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. .. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL And approved. Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(0). Ise SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER . kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Date ��"�kW LB T DISC O URESNECTI GO TEHE FI PETR ACCESSIBLE DG el -/ LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN p (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY Signature NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCM SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT OPENPCIR POWER VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PVI COVER SHEET ' ; 4PV2 PROPERTY PLAN ` , PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES °"I� 4,, .; PPV5V6 UPLIFTE LINE CALCULATIONST GRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION % . " • - Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. !A 8 2. ALL ELECTRICAL WORK SHALL COMPLY WITH �0 .:. _ t p THE 2014 NATIONAL ELECTRIC CODE INCLUDING ° .aiS' e • MASSACHUSETTS AMENDMENTS. 28 , %k MODULE GROUNDING METHOD: * ex AHJ: Northampton ' �, REV BY DATE COMMENTS AMA NAME DATE OOMMEN'TS UTILITY: National Grid USA (Massachusetts Electric) ,,--cogle " - _ • ...., l7 CCAIR"RAL - 1K WWCRMAMIti FERENi xa N JB-0102303 00 =E �S�MP,Ax rEs�. CONTAINED SMALL NOT DE USED MR DIEJudith Shean RESIDENCE Andrew MeroI Ila �W!#,, BENEFIT OF ANYONE DWI SMARMY AVC, MOUNTING MAIMJUDITH SHEANSolarCity. NORA911A O1HEP5 OUTSIDE RIE REC IPIENT'S IFIP p11M'8IN ZS Camp V4 w Flashing-Insert 46 WILLIAMS ST 6.095 KW PV ARRAY 'i1i� ` ORGANIZATION, ExcrpTINCONNEcnONNTH "LILES NORTHAMPTON, MA 01060 MESALE MD USE OF ME RESPECTtYE (23) KYOCERA N KU2656ZPA a ST Malin Dn.,Bolan z Unit II ARMOT EDWIdei1, WHOM Ttt<WREN NAND SHEET REM SATE N,Thcco ,MA 0052 $Mwent PERMISSION C£MIT A MY INC P (0}fi -1028 C: MAMAS SOLAREDGE #SE5000A-USOODSNR2 COVER SHEET PV 1 8/16/2016 (ase}-82-Mw(165-2419) m...a&dty.m„ • �- N PROPERTY PLAN Scale:i" = 20'-0' W l�,' 0 20' 40' \r E z PREMISE OWNER DESFfIPTIDN: DESIGN: CMfTDENDAI- 1HE INFORMATION HEREIN M6 NUMBER: JB-0102303 00 \\1 CONTAINED SHALE NOT BE USED FOR DIERESIDENCE Andrew MOro11110 = }A BENEFIT OF ANTONE EXCEPT SOURCITY INC.. MODNTNC menu:NOR. SHEAN Judith Shears SoiarCity. Na.SHALL IT RE DISCLOSED IN %HOLE OR IN ZS Comp V4 w Flashing—Insert 46 WILLIAMS ST 6.095 KW PV ARRAY "oi� PART TO OTHERS OUTSDE THE REOPIENES MOTES NORTHAMPTON, MA 01060 ORCANItE MI)EXCEPT INE 1E010N WITH NE SALE AND USER THE RESPECNMI: (23) KYOCERA # KU2656ZPA _ z+St.Martin a,», MA 01752 2,unu ri SRPRUTY EWIPMENT, NITHWT NE gITIEN INhR1FN: PAR NAME —SHEET: REV' DAM T: (650)fi.1MarB 1020 F:A(650)6I8-1029 PERMISSION OF ROI ARCITT INC SOLAREDGE #SE5000A—USOOOSNR2 PROPERTY PLAN PV 2 8/16/2016 (8as)-s0-CITY(195-2489) Nn.wlnrcRY.com PITCH: 45 ARRAY PITCH:45 MP1 AZIMUTH:170 ARRAY AZIMUTH:170 MATERIAL: Comp Shingle STORY: 2+ Stories • PITCH:45 ARRAY PITCH:45 MP2 AZIMUTH:260 ARRAY AZIMUTH:260 MATERIAL:Comp Shingle STORY: 2+ Stories PITCH: 45 ARRAY PITCH:45 MP3 AZIMUTH:80 ARRAY AZIMUTH:80 MATERIAL:Comp Shingle STORY: 2+ Stories PITCH: 43 ARRAY PITCH:43 MP4 AZIMUTH:170 ARRAY AZIMUTH: 170 MATERIAL: Comp Shingle STORY: 2+ Stories • LEGEND `{91' 0 S Ci 0 o o o c \ ty. MPH 0 OJ (E) UTILITY METER & WARNING LABEL J MP4 Front Of House o e ® . 0 0 INVERTER W/ INTEGRATED DC DISCO • 0 _ & WARNING LABELS 0 C' I c ,r---- o I n o �-I DC DISCONNECT & WARNING LABELS o 0 ' ' D " e ' ' )` o �a / 4 , 0 \= pa AC DISCONNECT & WARNING LABELS rot' NIF AC �� -�, O DC JUNCTION/COMBINER BOX & LABELS F--I © ® 010 L , o o G ®D DISTRIBUTION PANEL & LABELS o 0 Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER i 0 RAPID SHUTDOWN O STANDOFF LOCATIONS - CONDUIT RUN ON EXTERIOR '--® CONDUIT RUN ON INTERIOR — GATE/FENCE O HEAT PRODUCING VENTS ARE RED ` r,1 `I INTERIOR EQUIPMENT IS DASHED Lt'J SITE PLAN N Scale: 1/8" = 1' W illgh \/ E 0 1' 8' 16' •� �� S CONHOENTAL- TLE INFORMATON HEREIN Jdt MARJB-0102303 00 *II PUMIRX. Wim ' DESIGN:CONTAINED SHALT NOT--MED FOR ME JUDITH SHEAN Judith Sheer' RESIDENCE Andrew Merolillo '=`'°SoiarCity. BENEFIT OF ANYONE E n T VI AMITY INC, MOWING SISTN'. �.,,; NOR SHALL IT BE DISG._ ;TTN WHOLE OR INCompFlashing-Insert46 WILLIAMS ST PMT TO OTTERS OUTSIDE INE REGIMENT'S ZS V4 w 6.095 KW PV ARRAY �1A ORGANIZATION, EXCEPT IN CONNECI1 l WITH maws: NORTHAMPTON, MA 01060 THE SALE AND USE GF ME REMEC1IW (23) KYOCERA # KU2656ZPA 24 ST.Mote Drive,Building 2,Unit II SMARMY EQUIPMENT, WITHOUT TIE MITTENwariat PAGE NAIL SHEET: REV( DAR MMlwrwgh, MA 01752 PERMISSION a S&PRan INC, SOLAREDGE fSE5000A-USOOOSNR2 SITE PLAN PV 3 8/16/2016 (ean)-IsoLL-a (785-24891 �.sw�rlcity (E) COLLAR TIE lAr (E) KNEE WALL /a...a' ," „ .,—,a,. c ''—' t � _____ (E) LBW ,.. —a - —7 1 fir,) SIDE VIEW OF MP4 NTS (E) LBW d 0A SIDE VIEW OF MP1 NTS MP4 X-SPACING X-CANTILEVER At-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED MP1 X-SPACING X-CANTILEVER V-SPACING V-CANTILEVER NOTES PORTRAIT 48" 20" LANDSCAPE 72" 24" STAGGERED RAFTER 2x6 @ 24" OC ROOF AZI 170 PITCH 43 sTOR[E5.2+ PORTRAIT 48" 20" ROOF A© 170 PITCH 95 ARRAY AZI 170 PITCH 43 RAFTER 2x6©29"OC ARRAY AZI 170 PITCH 95 Sroatfs2+ C.J. 2x6 @16" OC Comp Shingle-Skip Sheathing C.I. 2x6©16"OC comp Shingle-Skip Sheathing PV MODULE 5/16"x1.5" BOLT WITH ZEP5/16"L FLAT WASHER 1/1111(li INSTALLATION ORDER LEVELING FOOTLOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT 0 HOLE. "`1► CIE:`ZEP MOUNTING BLOCK �' aL 1L ATTACH FLASHING INSERT TO . (2) MOUNTING BLOCK AND ATTACH ,ZEP FLASHING INSERT mr ��_ TO RAFTER USING LAG SCREW. 4. (E) COMP. SHINGLE r INJECT SEALANT INTO FLASHING (E) LBW T, WHICH (E) ROOF DECKING (3) INSEALANTT SERT POEVENLY OVER EA 5/16" DIA STAINLESS LOWEST MODULE SUBSEQUENT MODULES ROOF PENETRATION. (B) SIDE VIEW OF MP2 NTS STEEL LAG SCREW INSTALL LEVELING FOOT ON TOP (2-1/2" EMBED, MIN) (4) OF MOUNTING BLOCK & MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES SECURELY FASTEN WITH BOLT. LANDSCAPE 72" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 20" ROOF AZI 260 PITCH 45 S1RA ER 2x6 @ 24" OC ARRAY AZI 260 PITCH 45 STOR1E52+ Scale: 1 1/2" = 1' C.J. 2x6 @24" OC Comp Shingle-Skip Sheathing JB 0102303 00 OtlDESCRIPTION: °'°°" DESIGN: CWnDENTAL- TIE INFORMATION HEREIN .W MMBfR =cwt CONTAINED^^u NOT BE USED FOR THE JUDITH SHEAN Judith Shean RESIDENCE Andrew Merolillo " BENEHT E EXCEPT SOLARCIIY INC., WRONG SYSTEM: t�„ \/ W Naw SHALL *OLE IN E CR IN ZS Comp V4 w Flashing—Insert 46 WILLIAMS ST 6.095 KW PV ARRAY oar it PART TO OTHERS OUTSIDE THE RECIPIENTS YWUIES NORTHAMPTON, MA 01060 ORGANIZATION;EXCEPT IN CONNECTION MTH THE SALE MID USE of TIE RESPEC24 SL Yvlh qln,&RHkg 2 Mt 11 SE (23) KYOCERA # KU2656ZPA REED REV OMR Ma*Dim,MA 01752 WIAROtt EQUIPMENT. WITHOUT TIE MUTTER INNfR1ER PACE NAE (659)630-1028 F: (650)638-1029 PERMISSION OF Wuxatt TIC. SOLAREDGE fSE5000A—US000SNR2 STRUCTURAL VIEWS PV 4 8/16/2016 (86a)-SCI-OTr(765-2469) .n..acNF.ccm / 4:1 4 I 7 _4" (E) LBW e. SIDE VIEW OF MP3 NTS i MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 20" RAFTER 2x6 @ 24"OC ROOF AZI 80 PITCH 95 STORIES:2+ ARRAY AZ' 80 PITCH 95 C.J. 2x6 @16" OC Comp Shingle-Skip Sheathing CONFIDENTIAL- ME INFORMATION HEREIN JOB NUMBER: J B-01 02303 00 PREMISE 0114M DESCRIPTOR DESIGN: \\A CORA 1414LHOT BEUSED Rift E JUDITH SHEAN Judith Sheen RESIDENCE Andrew Merol'Io 44`4,,0" BENEFIT°NYONE EXCEPT SOARCTY INC. mew owe 46 WILLIAMSST ' NOR 9I a BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 6.095 KW PV ARRAY Ph PMT TO OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON, MA 01 060 ORGANIZATION, EXCEPT IN CONNECTION MTH y THE SALE AND USE a THE RESPEC`h (23) KYOCERA ? KU2656ZPA 24 St. Male Drive,Building 2Unit II SOLAROTY EQUIPMENT, WITHOUT NE MITTEN IN1mrt0. PAW NAIL SHEET: REV: DAN: is (650)638-1028 MA(65Y)638-1029PERMISSIaNaSOARCIn INC. SOLAREDGE #SE5000A-USOOOSNR2 STRUCTURAL VIEWS PV 4 8/16/2016 (888)-sa-oTY D65-2489) LOlartNY.can UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. WNFIOENPAL- THE INFORMA1IOM HEREIN .W NUMMI: P I OBEX: DESORPTION DESIGN: CWTAMEU SHALL NOT BE USED FOR THE JB-0102303 00 _�„�, RENERT OF ANYONE EXCEPT m MUIY INC., MWMBXG an MI: JUDITH SHEAN Judith Shears RESIDENCE An drew Merolillo ", COI^��I+" NOR SHALL IT BE DISCLOSED IN MW OR IN ZS Comp V4 w Flashing-Insert 46 WILLIAMS ST 6.095 KW PV ARRAY hA MA `Y PART TO OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON, MA 01060 OHGAMZARa1;EXCEPT N Ca1NECPON M111 in Piro, 9ufJng 2,Unit II THE SME AND USE a 24 SL Ra THE RESPECRYE (23) KYOCERA # KU2656ZPA SHEET: fEY: DAM uPiro, MA 01752 NI Matt EQUIPMENT,IPNENi, Mi THE WI11EN IN4WIER PAGE1: (650)638-1028 F: (650)638-1028 PERMISSION asaMatt INC. SOLAREDGE fSE5000A-USOOOSEIR2 UPLIFT CALCULATIONS PV 5 5/16/2016 (me)-Sat-aTe(765-2469) wasoJar<NY.w,n GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO IWO (N) GROUND Panel Number:LC3040B1100 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE //SSE5000A-US000SNR2 LABEL: A -(23)KYOCERA I KU2656ZPA CEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number 98662512 Inverter; 50OW, 240V, 97.5%; w/Unifed Disco and ZB,RCM.AFCI PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Blk CMI,to BackbS.EC 1136 MR Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 31 INV 3 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E) 125A MAIN SERVICE PANEL E) IODA/2P MAIN CIRCUIT BREAKER (E) WIRING Inverter 1 CUTLER-HAMMER l 100A/2P Disconnect 3 SOLAREDGE 1 a• SE5000A-USOOOSNR2 r oc- I I MP1,MP2: 1x13 (E) LOADS A EGC LI rTh : J , m m 3 / G I (�,�,,� I m m w__n l cnol�_ GEc 1N r� ! MP2,MP3,MP4: (" t -.� -1 f� 1x10 !9 h s I GND I ECC LL L. — ,�' I J I N I (I)Conduit Kit; 3/4'EMT I la_itsiCE20.igEE LI I I I I GEC 4 TO 120/240V SINGLE PHASE UPLIFT SERVICE II J__I_ PHOTO VOLTAIC SYSTEM EQUIPPED %PTH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP (1)HURRAY I MP230 PV BACKFEED BREAKER /k —(i)CURER-HAMMER /0G221uRB 0LAREDx timi¢m. ]DOW, H4, DC to DC, ZEP DC POI ro@ Breaker, 30A/2P, 2 pa es A Disconnect;e30A 24OVac, Nan-Fusible, NEMA 3R AC PV —Q3) OIAREOCE timize. 300 5 -(2) 5/Bntl x e Capper -(I) Ground/Neutral d/NAeWa Kit; 30k Genera Duty(DG) Gnd (1)MPG AIM Solid Bare Copper -(I)Ground Rod; 5/8' x B',Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O (i)AWG #10, RMN-2, Block (2)ANG PO, PV Ike, 600V, Block Voc* =500 VDC Ix =15 ADC 3 (I)ANG/10, iNMi-z, Rea I� E.E. (I)ANG/ID. IDMI-2, Nate NEUnRAL Vmp =240 VAC Imp=21 MC O Al(1)Con /fi, 6dtlBare ITpps ECL Vmp =350 VDC Imp=9.]1 ADC -(I)ANG 88, 1HNN-2, Green ECL GEC (I)Canduil Kit J C EMT (2,AWG #1 .KP J/1 EMT _ _ , / / I It-(2 AWC SIC, PV N4 r 600V,,p Black V =350 VDC I-c =7.4715 ADC O LSI (1 FOC#6,t 3/C Copper EGC Vmp =350 VDC Imp= ADC LLL I (1)Consult Kit; J/C EMT CNRDEN11AL- THE INFORMATION HEREIN JO3 NUMBER JE-0102303 00 PREMISE OMER BRMPPBI, MICK CONTAINED SHILL NOT BE USED FOR THE JUDITH SHEAN =kfr BENEFIT Or ANYONE EXCEPT SIXMCITY INC., 1Z.NTMG SYSTEM Judith Shears RESIDENCE Andrew Mefo11110 SolarCity. NOR SHALL IT BE DISCLOSED INE POOLE OR IN ZS Com V4 w Flashing-Insert Insert 46 WILLIAMS ST 6.095 KW PV ARRAY ��i� PART TO DON,OTHERSEXCEPT OUTSIDE NE RECIPIENTS MOOLES: P e NORTHAMPTON, MA 01060 CRGAIILE AND OUTSIDE R€SPERON MS NE SALE AND USE OF THE RESPECPK (23) KYOCERA # KU2656ZPA 24 St.Marlin OM, Building 2,Unit 11 SIXAROTY EQUIPMENT, MPIQUT RIE M MEN PACE NAME SHEET: REM DAM Malborough.MA 01752 PERMISSION CE SOLARCITY INC. IN ARE)GE $ESDDDA—U$DGD$NR2 PV 6 8/16/2016 T (650)9Y-1028 r: (65D)Ii.1B-1029 M THREE LINE DIAGRAM (8135)-SOL-01Y(765-2489) ..,.amalt„aan CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 46 Williams St INVERTER AND DC DISCONNECT NM 1 UTILITY SERVICE Olkirl -- illrail ra AC DISCONNECT L SOLAR PHOTOVOLTAIC ARRAY(S) PHOTOVOLTAIC BACK-FED ORCUIT BREAKER IN MAIN ELEC1RICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0102303-00 T ED SS � E JOB NUMBER JB-0102303 00 PROBE OVER DESCRIPTION: MCA C NOT BE USED _ , BENEFIT a ANYONE EXCEPT SMARM(INC., JWNTIN6 SIMu: JUDITH SHEAN Judith Shears RESIDENCE Andrew Merolillo ,1,�Oh��'+" NOR SHALL IT Elf DISCLOSED IN 1NOLE OR IN 46 WILLIAMS ST 6.095 KW PV ARRAY 1.0;\ 1•�/ PART TO OTHERS OUTSIDE THE REaPIENrs ZS Comp V4 wflashing—Insert TTHE SALE EXCEPT E OF THE RESPccnW" " (23)KYOCERA # KU26562PA NORTHAMPTON, MA 01060 24 SL Worth plro,WIEF9 2 TIM 11 SaARatt EQUIPMENT, wiHaJi THE MITTEN N1ERIFA PAGE Nom' SHEET: MTV DATE Marlborou01752 T: (650)638-1026 1:^( 650)638-1029 PEPo1ISSan OF saARan INC. SOLAREDGE ISE5000A—USOOOSNR2 SITE PLAN PLACARD PV 8 8/16/2016 (888)-SOL-CITY(765-2989) ....dadq.c n 'aVARVING.PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: ELECTRIC SHOCK HAZARD Per Code: Fl ECTRIC SHOCK HAZARD Per Code: NEC 690.31.G.3 DO NOT TOUCH TERMINALS NEC 690.17.E THE DC CONDUCTORS OF THIS NEC 690.35(F) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC)(INV) LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION UNGROUNDED AND INVERTER IS MAG BE ENERGIZED DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT Or (P01) INTERCONNECTION MAXIMUM PO°HER-_A (DC)(INV) WARNING ELECTRIC SHOCK Per Code: POINT CURRENT UITpI Per Code: HAZARD DO NOT TOUCH NEC 690.17.4; NEC 690.54 MAXIMUM POWER- NEC 690.53 TERMINALS TERMINALS ON POINT VOLTAGE Nmp7 V MAXIMUM SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE IVacl�V MAY BE ENERGIZED IN THE OPEN VOL1 CIRCUIT POSITION.FOR SERVICE SHORT-CIRCUIT...‘IIsc)..Fl DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER PV POWER SOURCE MAXI''dIUV AC A OPERATING CURRENT MAXIMUM AC Label Location: OPERATING VOLTAGE V WARNING (DC)(INV) Per Code: ELECTRIC SHOCK HAZARD NEC IF A GROUND FAULT IS INDICATED690.5(C) NORMALLY GROUNDED Label Location: UNGROUNDEDDOAND MAY CAUTION (P01) DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64.8.4 PHOTOVCLFAIC SYSTEM Label Location: WARNING (DC)(CB) EI.ECTRICAI SHOCK HAZARD Per Code: Label Location: no NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D)(POI) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHO f OVOLTA.IC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE , EXPOSED TO SUNLIGHT Label Location: WARNING (P01) INVERTER OUTPUT Per Code: Label Location: CONNECTION NEC 690.64.6.7 PHOTOVOLTAIC AC (AC)(P01) DO NOT RELOCATE (AC):AC Disconnect THIS OVERCURRENT DISCONNECT Per Code: DEVICE (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run Conduit Lab MAXIMUM Ac Lab (LCI) (INV): Inverter With Integrated DC Disconnect oPERAnNG CURRENT _ A (LC): Load Center Per Code: MAXIMUM AC _v NEC 690.54 OPERATING (M): Utility Meter VOLTAGE (P01): Point of Interconnection CONFIDENTIAL- ME INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR Oki ME BENEFIT OF ANYONE EXCEPT SOLARott INC, NOR SHALL IT BE DISCLOSED vest"' 3055 Joss Mateo, 94402 IN MULE OR IN PART TO OTHERS W TSIDE ME RECIPIENTS ORGANIZATION, �rI San 4028,CA 90)0 EXCEPT IN CONNECTION MTH ME SALE AND USE OF THE RESPECTIVE Label Set i� Sol"CCS T:(650)6384028 F:(650)038-1029 SaARatt EQUIPMENT, MMQUT ME MUTIEN PERMISSION OF SQUIRMY ING a `.�,/° (98P)-sol tl�l'(d65 Neg)www.mlartlry.mm ?"SolarCity I Z pSolar Next-Level PV Mounting Technology "^SoIarClty Z pSolar Next-Level PV Mounting Technology Components . Zep System �' for composition shingle roofs `� " • 10 ..--"---/ :04 ,mac/ Leveling Foot "ftb e1 - , �^1 rw 12414 .... „1”,",^�^" Pan No.850-11]2 gip., iii ,..... bwlppron ETL listed to UL 467 "'��9pffi�� In zp GmpMRhw Module ih...4111 ♦ e R Zee Smote l� - .oe.�. r, � '- �xfi. Comp Mountu ['tun rr,r se.r `& No 850-1382 u. „• Listed to UL 2582 M i .x Mounting Block Li stetl to UL 2703 I� Ab IN Orli ��« Description Min €-® • PV mounting solution for composition shingle roofs rA.a V� '?y • Works with all Zep Compatible Modules roupto' • Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A”Fire Rating when installed using modules from any manufacturer certified as"Type 1"a"Type 2" Interlock Ground Zep V2 DC Wire Clip OARED Specifications Part No.8561388 Part No 8561511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 Designed for pitched roofs Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 WZep tunnel regrounding nto gSC 7-0re UL 7-10standards L .. Zep System products are listed listed to 27and UL 467 Zep System bonding products pt7aren UL ntietl to UL 2703 Engineered for spans up b 72"and cantilevers up to 24" Zep wire management products listed to UL 1565 for wire positioning devices Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt, Grip, End Caps Part Nos.850-0113,850-1421, 850-1460,850-146] zepsolaccom zepsolar.com listed to UL 1565 This document does not create any express warranty by Zep Solon or about es products rservices.Pep Solers sole warranty is contained in the written product warranty for This document Pees not Create any express Warranty by Pep Solar or about as pMc6 or uservices.Zep Sdar's sole warranty is contained in the Mitten product warranty for each product The ensu d on shipped with Zap Solars productstie sole sreofications referred 1o'n the product warranty The s mlely each product The P &cementation shipped with Zep61 precluMs constitutes 0e sole specifications referred ton the producl warranty The customer is solely responstle Iorver(yng the suitability of ZepSolars products foreach use Specificalions are subject to change without nice.Patents and Apes zsparS-COM. responsible or venlyng the suitability of Zepsoiars products for each -Speuficelions are subject to change without notes Patents and Apps'.Zapata Dom. Document tt 800-1890-001 Rev A Dole last exported_November 132015223 PM Document 41 800.1a90d01 Rev A Date last exported November 13.2015223 PM KU-60 1000V Series ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS 1 KYOCER2 KU-60 1000V Z Series I 5454r , Cells per module: 6°(6x10) t t ^G V Dimensions: 65.43in/3898in1157in KU265-6ZPA KU265'6%h% kngth/wbthheight (1662mmf99Omm140mm) Weight: 45.21bs)20.5kg) CUTTING EDGE TECHNOLOGY . . ._ . . . .. ----- R.... 265 W As a pioneer with four decades of experience in the �i, V. 31.0 V PACKAGING SPECIFICATIONS development of photovoltaic systems,Kyocera drives the I market as a leading provider of PV products.We f' - i % rh Ess A Modules per pallet: 20 demonstrate our Kaizen philosophy,or commitment to v", 38.3 V Pallets per 53 container 36 continuous improvement,by setting the industry standard I I I +-__ I Pallet box hmembns. 66nf4anf43in In the innovation of best-in-class solar energy equipment. it Ik 9.26 A length/width/height p67Smm)1005mm11055mm) 51 0 % Pallet box weight 1015lbs(460kg) QUALITY BUILT IN -1 — +---- zn De r c d t )vunj �_ 1 T.,TSQ) / r - n •UV-stabilized,anodized aluminum frame In black I ;orr_nw�t r Toru 20 re,.ve,�.., t at ,vena„� •Supported by major mounting structure manufacturers __ . . _h T„,�, 45 °c IT •Easily accessible grounding points on all four corners P„.. 191 w F av for fast installation I i ., - V„,,, 27S V I t •Proven junction box technology with 12 AWG PV wire iCA&Fa1 o-1 1 n works with transformerless inverters Imp 6.85 A •Amphenol H4-UTX locking plug-in connectors *- - - 7 v,, 35.1 v provide safe,quick connections t I 1, 7.49 A PROVEN RELIABILITY f--- '--- ETC 238,1 W •Kyocera modules confirmed by the Desert Knowledge [I 1 fon,. IP 4 oc1f'imus Australia Solar Centre to have the highest average . - _}. a output of any crystalline module i I P,,,., -0.45 %pc °'8_1 •First module manufacturer in the world to pass long- i i vm 0.48 %pc term sequential testing performed by TUV Rheinland -” — - 1 f 1 a / f. •Only module manufacturer to achieve the rank of I 1 I,� 0.02 %1^c icl i\ _-. "Performance Leader" in all six categories of GTM ., L..-- 1 .. 1 __ .I _ J V_ -036 %f•c ,, \ 3a 9A ` r% / r_) Research's 2014 PV Module Reliability Scorecard It 0.06 %1"c '(/ U CERTIFICATIONS Operating Temp 40 to+90 •c Groisidinjt Hol. •UL1703 Certified and Registered,UL Module Fire D r AA, (9..„„m. Performance:Type 2,CEC FRAME GROSS SECTION DIAGRAM •NEC 2008 Compliant,IEC 61215/61730.and ISO 14001 Series Fuse Rating 15 A r Maximum DC System Voltage AIL) moo V r :® 1111 C YL US r Hailstone lmya6 In(25mm)@51mp t23MET 1.COM.,., sioistt [ixDi+ ,r VI _, KWH cwt, , n ii v=5 e,lc ill(. ,,..KatlicME= LNG „mt s,n iK 68215 OUR NAIAD METIER HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE SOLAR by KYOCERA KYOCERA SOIar,Inc. 800 223-9580 800523-2329 fax wKvw.I 2.555 45.52., corn s. solar - • •• - Single Phase Inverters for North America solar � z. SE3000A US/SE3000AIIS/SE5000A LIS/SE6000A US/ • • ar SF7600A-US/SF10000A-US'SAMOSA-US SE3OWB US SE3a00F Us SES OA US 1 SE6000A US SE7600A US SU0000A US SE31400A US OUTPUT SolarEdge Single Phase Inverters cc NornmilACpower Output 30003800 5000 I 6000 76140 9900@218V 11400 VA loo°°@240v wMax CPP 6400 @ xOBv 10800(208V For North America > AC oOutput4300 also 5450 @240V YA"b a350 10960 @z<ov 17000 VA Voltage M ,n Max SE3000A-US/ SE3800A-US/SE5000A-US/ SE6000A-US/ 183- 08 229 V ✓ l ^C N,NIaM'n_N nl-Mex t ' ✓ ! ✓ a' ./ ✓ I SE7600A-USISE10000A-USI SEI1400A-US zP 211240- V , gCF240 26M -N Max�o 593-60-605(with VI ounlry setting S]-60-60SI B pry+ + ix+ S v'vv _ 1 Max.Cu nnuous Output Current 125 lE 21 @ 2AOV `5 32 4829 740V 4 42 290V y .u1• GEM Thresh Itl 1 A ' 2s. UMry Mon toting Islandirm Protest-ion Country Configurable lM1 esholas Yes Yes x, > ' INPUT M U 1 4050 Sinn E)50 x100 10250 19501 15190 W N �p- + T forme Ungrounded Yes ` (. VV Max Input Voltage 5011 Vdc 22.4 2 V1!on �� Nom.DCInput Voltage 325 @ 203V/350 V 240V vac Max mpm arren<^ 9s a 166@zoav 1a 23 31(9 20.8V 346 ndc 165 @ 240V soy @ 240V Max.Input ShortCrcu 2 Current a5 Ads 4y Reverse Polarity eenn P„ Ys ''Y Ground Isolation Detection 600k Sensitivity Maximumewe 4.12n°4 rot', ktkiP:SkIkkbP; 43'4 InverterEfficiency en 972 932 98.3 983 98 93 98 SS Or is :14.24334.22 V 414:29]5 @ 200V 9/@ 208V of CEP Weighted EYHciency 975 98 97.5 97.5 97 5 m IAN me. -32.4y414, 98@240V 92.5iSM0V . W a Nighttime ADDITIONAL Co LURES ... _ _. __ 54 _.. 1 _... 4 ' supported ommATURFS � - cen eGr SOL201 690 12 toms RS/3 Ethernet Zg (optional) y F y vl ^ S1G^ BawdE Option-A'a B cap ANSI 4x1 Functionality yenall a whens ag pa shutdown F, s instilla^ U v' " STANDARD COMPLIANCE } i• Y SI U117 311.1699B 098 CSA 227 Ey 9 ad M dr ?fye+y 5.t. G dConnection Standards ME 154-7 L. Emissions FCC pan15 class B AA, ...:4 v:'-w"(." 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Arkt Mounting Block Array Skirt Interlock . aV Zir � � '� Part No 33 Pan No UL 2703 or 500-0113 Part No 850-1388or3501313 a � Listed to UL 2703 sees mutListed mu.2703 S4,-,,, ,B2:14, je e f ,,...„ . ..4 , „ ,....,... „, .....„.. ,,,,:„.,,, A 4: '4, ,i, � Flashing Insert Grip Ground Zep V2 � i Part No 8504528 Part No_850-1606 or 850-1421 Pad No,850-1511 ..... listed to UL 2703 Listed to UL 2703 Listed to U.467 are UL 2108 rd aMA*.t, I Description Q� . • PVmawahal Zep C for cmnP shinge lords Workso with l Zep Compatible Modules Ponv6°y , Auto bonding UL-listed hardware creates structural and electrical bond ZS Comp has a UL 1703 Class"A'Fire Rating when installed using modules from any manufacturer codified as'Type 1"or'Type 2" Captured Washer Lag End Cap DC Wire Clip OUSTED Part No,6^50-1631001 Pal No. Pad No 850-1509 Specifications 850-1631002 (.7850-1586 of 850-1460 Listed to UL1565 850-1631803 (R)850-1588 or(150-1467 Designed for pitched roofs 8501691-004 Installs in portrait and landscape orientations ZS Comp supports madure wind uolif and snow load pressures to 50 psf per 01.2103 Wird tunnel report to ASCE 7,05 are 7-10 slardards ZS Camp grounding products are to listed to Ut..2703 and UL 461 p ) ZS Comp bonding products are listed to eUtrs 2703 .2'.',";— Engineered j,� Zep wirer managr ement up to uct and cd to Ut foro 24" � 1t„ Zep wire management protluota listed to UL 1585 for orae positioning devices Leveling Foot Part No.850-1337 zepsolaccom zopsolacoom Listed to UL 2703 This docuoaara does not arkaaoaalysepresaora? bbr Zap Solar or sWM aspouchs sonovs Zap Soiara saio WarearanwnlsnoUrr MaewRlenpedun Warranty fee Thio document acesntaeateanyonm^cwa^emy by zepSaar a about its podude Is sow's sob wawanW is ocnts M*WW1 pout waLreny for Gadd product The end-user daWmemaon slipped withZep sola;a praouoa consatuteolhe aOla speaficatioosWarred to she proem warranty.The waffle is coaly each product.The erstuser aemmenrMun Shipped WO Zep 50Iar a products°Mahe/fee the solo npacrra one referred fen feeped aamy fee cuaomer re solely responeNo for yen lyngho potability oZepsrAs'e products for each use.Spe ' aos are uoFecrochange without notice.Patents end Apes'.ispas mm. responsible fis ng the Cu habilM of Zepadah produpo for each use.5peci oabone are au elect to alaillge eathout notlrs..Patens and Apps sepab corn Documenta 800-1839001 Rev D Date ULE MWn05 Apr 20.20161122AM Document#Poo MOP W1 Rev D Bate lest exported l Apra 25.201611;22AM solar - • • z SolarEdge Power W Optimizer - N Solar - S@IarEd Zep Compatible"" Module A 9e Power Optimizer For North Add-On module Add- AmerC - AmerIC2 P3Qp_ _ On For North merica P300-Z pp r'@mtr@tli)ieTM ZEP INPUT ar a, Cl. 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