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25A-083 (5)
15 COOLIDGE AVE BP-2018-1107 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Block:25A-083 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Cateeorv: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2018-1107 Project JS-2018-001989 Est Cost: $13000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Confit Class: Contractor. License: Use Gro= SOLARCITY CORP 110253 Lot Size(sq. ft.): 12501.72 Owner: NETTO MICHAEL I&LINDA L Zoning: URB(100)/ Applicant, SOLARCITY CORP AT: 15 COOLIDGE AVE Applicant Address: Phone: Insurance: 604 SILVER ST (978)215-2369 O Workers Compensation AGAWAMMA01001 ISSUED ON:4/27/2018 0:00:00 TO PERFORM THE FOLLOWING WORK:ROOF MOUNTED SOLAR, 28 PANELS 8.54KW 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 Deoartmen[ 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: FeeTvpe: Date Paid: Amount: Building 4/272018 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner City of Northampton 's Building Department 212 Main Street Room 100 0 ampton, MA 01060 -587-1240 Fax 413-587-1272 APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OREMOLISH A ONE OR TWO FAMILY DWELLING r7 SECTION 1 -SITE INFORMATION 6P- 10 /10 1.1 Prop.rIvAddress: This section to be completed by office 15 Coolidge Ave Map 11 Lot1) 93 . -unit Northampton, MA 01060 Zone Overlay District El.St Dlesdist_ OB District_ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT I 2.1 Owner of Record: 15 Coolidge Ave Linda Netto Northampton, MA 01060 Name(Print) Current Mailing Address 413-584-1382 Telephone Signature 2.2 Authorized Agent: Tesla Energy Operations st WrIn D,Beg 2 ulit 11 mi M,D17U Name(P t) Current Mailing Address 774-281-0377 Sgna re Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 3,900 (a)Building Permit Fee 2. Electrical 9,100 (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee L)o 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 13,000 1 Check Number —I LA &D This Section For Official Use Only Building Permit Number Date Issued: Signaturg'. Building Comwitaredins,tector of Buildings Date r4 Section 4. ZONING All Information Must Be ComF•tete 1.Permit Can Be Denied Due To Incomplete Information ❑� .� Existing Proposed Required by Zoning This cnlunm m ba fillyd m by Bvuhung Dn,w m Lot Sin Froote e Setbacks Front Side L: R: - L: R: Rear Building Hoight Bldg. Square Footage / Open Space Footage (W[azcn minus bldg&pft1M akin I a of Parkin S aces Fill: (volume&Locanon 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 fir 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 obtemed 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,gradinq,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over i acre? YES NO IF YES,then a Northampton Storm Water Mana)am int Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check II applicable1 New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ i Siding[ ] Other[vl] Brief Description of Proposed Work:Insisll solar electric pontis to roof otexisting home to be interconnected with home's electrical system. Alteration of existing bedroom_Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet ea.H New house and or additlon to exisdna houshi complete the following. a. Use of building: One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is 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? In. Type of construction L 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 Linda Netto ,as Owner of the subject property hereby authorize Tesla to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1. Emilie Outslay OwnerAuthorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to thehe best of my knovAetlge and belief. Signed under the pains and penalties of perjury. Emilie Outslay Print( e y ,,. 10, „l 4/23/18 SignV& OwnerlAgent Date SECTION 8-CONSTRUCTION SERVICES ❑� 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder'Dan Kelley _ 110253 License Number 24 St.Martin Dr. Bldg 2 Unit 11, Marlborough, MA, 01752 12/1/19 ess Expiration Data 774-364-3145 Slil`bdure -jr z Telephone 9.Rwlstared Home lmmoyement Contractor: Not Applicable ❑ Tesla Energy 168572 Company Name Registration Number 24 St.Martin Dr. Bldg 2 Unit 11, Marlborough, MA,01752 _ 3/7/19 Address Expiration Date Z (� Teleph,ine774-281-0377 SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.C. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted vnth this application. Failure to provide this affidavit will result in the denial of the issuance of the buildi g permit. _ Signed Affidavit Attached Yes....... Ii No...... ❑ 11. —Home Owner Exemption The current exemption for"homeowners'was extended o include Owner-occupied Dwellings ofone(1) or two(2)families and to allow such homeowner to engage an individua for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780 Sixth Edition Section 108.3 5_I. 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, area hed or detached structures accessory to such use and/or morn 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 far all such work Performed under thy building permit. As acting Construction Supervisor your presence ou 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(Worl,ers'Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the vlas.achusetts General laws Annotated,you may be liable for persons) you hire to perform work for you under this permit. The undersigned"horrcowner"certifies and assumes responsibility for compliance with the Stale Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature __ The Commontpeahh of Massachusetts Department of Indinfirrial Accidents Office of Inoesilgations 600 Washington Street Boston,MA 01111 ttnvw.mamgop/dia Workers'Compensation losarance Affidavit: Builders/Contractors/Electricians/Plumbera Aonlicant Iaformatioa Please Print Legibly Name(Ousineslorgenirslimulldividua0: Tesla Energy Operations Address: 3055 Clearview Way Ci /State/Zi n Phone#: 888-7 i5-2489 Are you an employer?Check the appropriate boa: Type of project(required): 1.Q I an a employer with 5.000 4. ❑ 1 am a general contractor and 1 employees(full and/or part-time).- have hired the subcontractors 6. ❑New,construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working far me in any capacity. employees and have workers' [No workers'comp.insurance comp.insurance.: 9. []Building addition required.] 5. ❑ We are a corporation and its 10.©Electrical repairs or additions 1❑ 1 am a homeowner doing all work officers have exercised their I L❑Plumbing repairs or additions myself [No workers'conp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§I(4),and we have no employees.[No workers' 13.©Other solar/PV comp.insurance required.] •My spplinnl tel checks fox al mustalw fill M the Roan below deadlla aeLwolkert e^ uaoa poli,intorlmtian. 'HWlaWQ15 Whosubnss 11114 ilfldWll lldlenllll{thc sn, -*gall WOA bolthorna1R W191de 1O11YW014111a61 WalllllaneW etfdrVa YIdICJling 611Ch. t(A11110CmR t al ch.k Ih6 h x men eaYlRd N nldalmlel Sheer sh r,ing ale.Ofdn WhNRRCUrs and Lae VAea1Cf M ox flx S mlit have nlglq=. Ink sabmna Mhive MOW=.they mut pmvidc tees vmrkeR'e011q.policy auo v. l m an mpioya Ma lsprorfdarg workers'conVm ion insurance for my employees. -does n Mepo/by and Job sole Informedo- Insurance Company Name: Zurich American Insurance Co Policy#or Self-ins. Lic.#: WC-1074584-(81 ExpirationDate: 10/31/18 Job Site Address: City/State/Zip: Attach a copy of the workers'rnmpea:atioe policy declaration page(showing the policy number and expiration date). Failure to secure coverage m required under Section 25A of MGL c. 152 can had to the imposition of criminal penalties of a fine up to 51,500.00 and/or one-year imprisonment,ss well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against ire violator. Be advised that a copy ofthis statement maybe forwarded to the Office of Investigations of-the DIA for insurance coverage verification. I do hereby re under ire pubes and penaltla ofpafury Mot Me Informetlon provided above a nue and correct s cnamre (y� Dare* Ib/27/17 Phone#- 774-364-3145 OAklat use only. oro not write M this area,to be emrgdeted by city or mml ofllciaf City or Town: Per nit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.ChytTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ACORds CERTIFICATE OF LIABILITY INSURANCE DATE �/z9i7 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, :-)(TEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(las)must have ADDITIONAL INSURED provisions or he endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions Rims policy,cartem policies may require an endorsement.A statement on this cergOcate does not confer dome to the ce tlOcate holder In lieu of such endorsement(s). PWOUCER ..T MARSH RISK&INSURANCE SERVICES FAx 345CALIFORNIASTREET,SUITE 1300 Ac,w,En: CAUEORNALICENSEN0.0137153 vNal i Ss: SAN FRANCISCO,CA 9410E INSURERNSI AFFORDING COVER.LfiE XAICp 9983]1-STNDGAWUC.17.18 NSUMEA ZNnm Amelias Insurance Company 18535 INSURED NNURER B Amenan ZuKt lnsumna Ompany 40142 SolarCM Co,omhon DBATesla Emrgy NsurERc NIA N/A 3055CRINI Way NSUREIRRAVA NIA. San MMI CA 94402 NSURERE HSURE0.F: COVERAGES CERTIFICATE NUMBER: SEA-00351592301 REVISION NUMBER:2 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDS D BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAV/ BEEN REDUCED BY PAID CLAIMS. rA�?OSNLY ADDL 1lwmvrYl IwvO�mi TX MERCNLGENFIVAL LABILITY A'JO GL01I1NK0&TK 1N31I1017 10/31/2010 EAACCK OCTCURNENCEAMAMmCWMB MADE O LUP DGUC86 Ha51 LQUO!LBE 4) pELM,l 56ETve 7E0.000 eLLE%P(AIII-.Person) 5000 IIIRCLV](I,NO XBU EO, PERSONAL&AW INJURY 2,WO,D30 GREGATE LIMIT APPLIES PER'. GENERALAGGNEGATE E20,Q'U,W3 ICY PRO- LW, PRODUCTS-COR IOPAGG $ 6,MIX4J JECT ER.$6MPW�AN ORMUTY SAP 1074588gI 10/31/1(11] 10131,2018m INI 5 AUTO SODILV INJURY(Par penm) $ ED SCHEDULED WDILV INJURY(PeraoaOwQ E OS ONLY ren°�Svvn DP AUTOS ONLY MRCS ONLY am0en E E UMHRELIA U- OCLUR EACH OCCURRENCE _$ _ EXCESSDAB OTAIM$-MAOE AGGREGATE S DED RETENTION I $ B soaN Roe'suAre, WC 10I4583-0711A0S 3 17 T01018 % I 5ATUTE B AFmrERS ANDEMLIABILITY YIN WE 104584-00(MA,WI 10(3112017 10131(1018 RIETOWPARTNEWECEECCVE U 1 EL EACH ACCIOENT t,W0.D30 A MFANBbry1n BER ETCLUDEDY FI TIElLASEW$10458518(CA) JM112017 1013112018 EL DISEASE-EAEMPLOVEENIR 1,D33,00J f de:Nlne unaar LImA6 aDDIYeaaA.f$75I SIR:A EL DISEASE-EOLICVLIMIT S 1,000000 DESL'RIPTION OF OPERATIONS Lelo MSCWTpNOFOKRATgM;L MONSIVEHILY£S(ACOWtOt GG9lbml WmISInduN.m yaaM0NdNnm ,1Mg1IMd) EviknMDllnsJmxA CERTIFICATE HOLDER CANCELLATION SoMICdy Corp mkY DRA Tesla Energy SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE W55Cea'.way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mata,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. uTHO0.211)REPRESENTATIVE dr Ma.R auX a lnau000 Sarvlm "� Siepharie Guaiumi py�y � res .4.1 019882016 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo a a registered marks of ACORD Ma88YhUSe"S Depaflfyle I- of 'OMD11C Safety Board of Hutldvtg Regulations and Standards License CS-110253 DANIEL KELLEY 11 ROLLINGWOODS ROAD HUBBARDSTON MA ataa2 t vittmrsswe� 1210112018 aswupmwrAffan s swnw P.aaNeen HOMEIMPROVEMENTCUHTRACTOR Ra9Nbatlonv011tlter ease. HNuu ony TYPE:SuOONnMM C la Office f fM ensbs0en tlale. H liv ntem e =7MIn n.AOtCopunlsr Allburs-SwIMMi Bualnm Re9uMtlp 16&5]1 03IOi2019 One Nllbua02 Plop-fluke 1ml TESLA ENERGY OPERATIONS,INC. Bollen,MA 0]108 DI&A TESLA ENERGY DANIEL KELLEY WWCLEARVIEW WAY saN MATEo,cA 90002 Undefseastary Not valid without signature Ons a Cpuwxr AflYn a ewewf Rpubewn HOME IMPROVEMENT CONTRACTOR Re0le0a0on valM for eltlyklual use only TYPE:Suoole.rd Cad kefos tls sePlratlon ems. kfeuntl Mum W: Reofsee00n Ea9trWetl Off.OCopumsf Affeisantl BUM..11,Watl0n IN572 03NT2019 Om ASNiunp Plop-SWb 1301 TESLA ENERGY OPERATIONS.INC. BpIOn,MA 02100 OVA TESLA ENERGYEMILIE q 3055COOTSLAY SAN MATEO,CA WAY SAN MATED,CA 91402 Undemecnlary ""-""�MOa 8ig� DocuSign Envelope 10:OC3BB426-0E]046]GAOBO-i5C648A2BFBC I have read this Amendment in its entirety and I acknowledge that I have received a complete copy of this Amendment.This amendment supersedes any prior amendments that are inconsistent with the subject matter contained herein. The pricing in this PPA Amendment is valid for 30 days after 4/6/2018. If you don't sign this PPA Amendment and return it to us on or prior to 30 days after 4/6/2018, Tesla reserves the right to reject this PPA Amendment unless you agree to our then current pricing. Customer'fNpe Lp fti Netto Power Purchase Agreement Amendment Signature: I�UUt64W��A �t�`�Utt(C nra63,}1i��_. Date: 4/19/2018 Testi Approved Customer's Na�eg Malrthael Netto V`1 Signature: '�' A Cal Lankton °6B0Ba'5ie55B001-- VP, Energy Sales and Operations Date: 4/19/2018 Date: 4/182018 Power Purchase Agreement Amendment,version 24.0,February 1,2018 ❑0 3193]1] 7 Xr Y� DowSign Envelope ID:0C3BB626-7E10467G-A0B0-15C64BQBFBC T = 5 L n SOLAR PPA DISCLOSURE STATEMENT This streamlined statement is designed to help you underst.3nd the terms and costs of your solar power purchase agreement(PPA). This statement is not a substitute for reading the contract and other documents associated with this transaction. Read your contract and other documents carefully. All i rfornation presented below is subject to Bre terms of your contract. Provider: Tesla, Inc. Installer: Tesla Energy Operations, Inc. Customer: Linda Netto Address: 3500 Deer Creek Road Address: 3055 Caeavview Way Customer: Michael Netto Palo Alto, CA 94304 San Mateo, CA 94402 System Installation Address: Tel.: 888518-3752 Tel.: 888-765-2439 15 Coolidge Ave, License#(Ifapplicable): MA HIC State/County Contractor License#: Northampton, MA 01060 187310 MA HIC 168572/11-'136MR Customer Mailing Address: Email customercare@tesia.com Email:customen;are@tesla.com 15 Coolidge Ave, Northampton, MA 01060 Email: sandufmac@holmail.com Contract Date: 4/6/2018 " NOTE: YOU ARE ENTERING INTO AN AGREEMENT TO PURCHASE POWER NOT A SOLAR SYSTEM. YOU WILL NOT OWN THE SOLAR SYSTEM INSTALLED ON YOUR PROPERTY. Electricity Rate and Term Your rate per kilowatt-hour(kWh)for the power produced: 1, .50 c Your estimated first year production: 8,443 kWh The length of your PPA: 20 Years `NOTE: Your montl payments will be the amount of power produced times the rate per kWh above. As a result, your payments will vary every month, but the amount you pair per each kWh will be fixed, unless you have a "PPA Payment Escalator."See Section"PPA Payment Escalator"f x factors that may affect the amount of your rate per kWh and therefore your future monthly payments. Amount Due Up-Front Amount you owe Provider at PPA signing: $0.00 Amount you owe Provider at installation: $0.00 Amount you owe Provider at building inspection. $0.00 Total up-front payments you owe Provider: $0.00 Other Possible Charges Late Charge: Late Payments accrue interest at the lesser of twelve percent (12%)annually or the maximum allowable by applicable law Estimated System Removal Fee: Provider will remove the System from your roof while roof repairs are being made and reinstall for a competitive price. UCC Notice Removal and Re-filing Fee: If you refinance your mortgage,you will not have to pay to have the UCC-1 financing statement or fixture filing removed. Non-Connection to Internet: If you do not maintain a high-!-peed internet connection, you will be charged a monthly fee of no less than $10.00 to compensate Tesla for all lo:;t S REG revenue and related costs,and we will not be able to monitor the System and provide you with performance guarantee or provide PowerGuide and Tesla will be required to estimate your power usage as set forth in the PPA. sora!PFA o¢tlosure Statement v.20P-0 �♦♦ Sola11] Version#72.1-TBD April 5,2018 RE. CERTIFICATION LETTER A, ProjecVJob#0102816 g y Project AddressNetto Residence f JASON VVI L IAM m 15 Coolidge Ave o TOMAN Northampton,MA 01060 STRUCTURAL No.51554 AHJ Northampton 90 9FG/STEPEO SC Office Marlborough 'FSS/ONAL EHPxP Design Criteria: 018 -Applicable Codes=MA Res.Code,9th Edition/IEBC,ASCE 7-10,and 2012 NDS -Risk Category=II -Wind Speed=120 mph,Exposure Category C,Partieltyffully Enclosed Method -Ground Snow Load=40 psf -MP1A'.2x6@16"OC,Roof DL=10 psf,Roof LUSL=35 psf(Non-PtA Roof LUSL=19.32 psf(PV) -MP1 B:2x6 @ 15"OC,Roof DL=10 psf,Roof LUSL=35 psf(Non-PV),Roof LUSL=19.32 psf(PV) -MP2 2x6 @ i6"OC,Roof DL=11 pat,Roof LUSL=32.32 psf(Non-PV),Roof LUSL=17.6 psf(PV) MP3:2x6 @ 16"OC,Roof DL=11 psf,Roof LUSL=32.32 psf(Non-PV),Roof LUSL=17.6 psf(PV) Note: Per IBC 1613 1, Seismic check is net required because Ss=0.22462<OAS and Seismic Design Category(SDC)=B<D To Whom It May Concern, A jobsde survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionaly,I candy that the PV module assembly including all standoffs supporting it have been revieved to be in accordance with the manufacturer s specifications and to meet and/or exceed all requirements set forth by the referenced codes for boding. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Digitally signed by Jason Toman Date:2018.04.05 17:18:18-07'00' Tesla im. T = 5 L n Version#T21 -TBD HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landaca Modules'StandoffS ificatlons Hardware X-XS acin X-XC nlibver Y-YSpacing Y-YCmdalevar I Configundion LJDIRMR MP1A 64" 2P' 11 RA Sfa erect 374% Will 64" 24" _—i9" H4 Ste red 37 4% MP2 64" 24" IT 'M Stagnocred 37.5% MP3 64" 2X" 19" N4 Sta2gemd 42.2% Portrait Hardware-Portrait Modules'Starrdd 'fications Hardware X-X$p,hg X.X Cantilever Y-Y cin Y-YCentl6ver I CoM' umtbn Iitt OCR MP1A 48" 20" _B5" m Ste eyed 46]% MP18 48" 20' t5" H4 Ste red 46]% MP2 64' 20" r5" NA Ste red 62.6% MP3 48" 20' 15" RA St ed 528% Mounting Plane Structure Info rdation Dualificrtion Results M&,ckFra� 40' h B cin Member Evaluation Results MPIA 1VOC. klenberl al Crleek OK MP1B i6"OC Member ct Gheck OK MP2 16"O.C. Member ct Check OK MP3 161-O.C. Wenberl ct Check OK Reerbnie slDni1tw draWstordiddls of nForrndion cdla W dung a sAe sur ey.All onlmmirg MonMiongahererl on sile.Theeasinggm YaHIaeral IOWrantingmembersu meMua dInaccoMs W1htMIEBCaMtfe IBC. Tesla,lnc. T = SLR STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK -MP1A Member Properties Summary MP1A Horizontal Member Spam Rafter Properties Overhan 0,49 ft Actual IN 1.50" Roof S Propsrtin S n 1 7.07 ft Actual D 5.50" Number of Spans w/o Overran 15 an 2 Nominal Yes Rookn Material Comp Root S n 3 A(in-2) 8.25 Re-Roof No Span 4 Sx(in"3) 7.56 P od Sheathing Yes Span 5 It, in-4 20.80 Board Sheathing None Total Rake Span 9 47 It TL Defrn Limit 120 Vaulted Ceiling No PV t Start 1.50 It Wood Species SPF lCeiling Finish t2'Gyps=BoaN PV 1 End 6.92 ft Wood Grade #2 Raker Sb a 37' PV 2 Start Fb(pal) 875 Raker S acin 16"O.C. PV 2 End Fv(psi) 135 To Lat BraGn Full PV 3Start E(psi) 1,400,000 Bot Let Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9112 1 Initial I Pitch Adjust I NonfV Arne I PV Aran Roof Dead Load DL 1 10.0 psf x 1.25 12.5 psi PV Dead Load PV4X 3.0 psf x t.25 12.5 psf 3.8 psf Root Live Load RLL 1 20.0 psf I x 0.75 15.0 psf Live/Snow Load LL1SLru 40.0 psf x 0.88 I x 0.48 35.0 psi 19.3 psf Total Load(Governing LC TL 1 47.5 old 1 35.8 psi Notes: 1. ps=Cs'pf',Cs+oof,Cs-pv per ASCE 7 IFgun,7-212. pf=07(Ca)(CO tl,)py; Ca 0.9.Ct=1.1,1, 10 Member Anal sis.Resuits Summary GoverningAnal s PMPV Loatl Poet4sl/ I Net Impact Rnutt Gravity Loi din Check 47.5 1 1 35.6 1 -25% 1 Pan ZEP HARDWARE DESIGN CALCULATIONS -MP1A oun ng P ane Infortmation Roofing Mafetiai _ Comp Rad .. Roof Slope — 37° Framing Type/Direction Y-Y Rafters PV System Type Solancity,Sleekblount. Zap System Type ZS Camp Standoff{pttachment Hardware __ Comp Nmunt Type C Spanning Vents No Ind Da"i n Criteria Desgn Code IBC 2015 ASCE 7-10 and Design Method Partielly/Fully Enclosed Method Ultimate Wind Speed V-Ult 120 mph Fig, 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fg.304�MBIG-WS Mean Rod Height h 15 ft Section 26.2 Wind Pressure Calculation Cner ficiarrite Wind Pressure Exposure K. 0,66 - Table 30.3-1 Topographic Factor K. 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6.1 tRednce Furor i NA Velocity pressure qs —_ qh®0.00266(Kz)(Kzt)(Kd)(V"2) 26.6 sf Equation 30.3.1 Wind Pressure F.xt,Pressure Coefficient{Up) GCp(Upi -0. FE 304 z 1310-WS Ext. PmBeure COBf�N1B11-��DOWrI GC (DOWn) 0.86 ... Fp.30.42VarGSA/B Des' n Wintl Pressure p __ p=qh(GCp) Equation 30.41 ad pressure _ -Zfi.3 psf Wind Pressum Down 23,3 tl ALLOWABLE STANDOFF SPACINGS X-DincUon YAirocdon Max Allowable Standoff Spacing Lantlscope 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Confguranan Landscape Staggered Max Standoff Tributary Area Tnb 17 of PVAssambly(lead Load W-PV 3.Opsf Net Wand Uplift at Standoff T-acfuai -238lbs Uplift Capacity of Standoff Tallow 637 Ina Standoff DernamirAparody DCR 37.4% X-Direction Y4X!!cffon Max Allowable Standoff Spacing Portrait 48' 65" MaxMiwvabie Cantileter PoMait 2W NA Standoff Con f oration Portrait _ Staggered Max Standoff Tributary Mea Tdb 22 sf PVAssembiy Dead Load W-PV 3.0 paf Net Wind Uplift at Standoff Tactual -298 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity Demand/CapacityOCR 46.7% r STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER CHECK -MP1 B Member Properties Summary MP1B Horizontal MemberSpans Rafter Properties Werhang 0.49 ft Actual W 1.50" Roof System Properties S .1 7.10 ft Actual D 5.50" Number of Spans w/o Overran 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 Ain" 8.25 Re-Roof No Span 4 Sx in.A3) 7.56 Plyareod Sheathing Yes San 5 Ix(mA4) 20.80 Board Sheathing None Total Rake Span 9.50 ft TL Defrn Limit 120 Vaulted Coiling No PV 1 Start 1.50 ft Wood Spacies SPF .Ceiling Finish 12"Gypsum BoaN PV 1 End 6.92 ft Wood Grade #2 RW~WSlo a 37° PV 2Start Fb( 875 Raker Spacing 16"O.C. PV 2 End Fv(psi) 135 To Let Bncin Full PV 35tart E sr 1,400,000 Bot Let BracingAt Supports PV 3 End E-min si 510,000 Member Loading Summary Roof Pitch 9/12 Initial I Pitch Ad ust I Non-PV Areas I PV Anes Roof Dead Load DL 10.0 psf I x t25 I 12.5 psf 1 12.5 psf PV Dead Load PV-DL 3.0 psf x 1.25 1 1 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 75.0 psf Cov now Load LL/SL'x 40.0 psf x 0.88 1 x 0.48 35.0 psi 19.3 psf Total Lead(Governing LC TL 47.5 psi 35.8 psi Notes: 1. ps=Cs'pf,Cs+oof.CSs-pv per ASCE 7[Figure 7-2] 2. pf=07(C.)(Cj 0.1 Pg; C,0,9,Ct=1.1,1 =1 0 Member Anal sis Results Sunnmary mvAnalysis Pn.PV Load Postel/ I Not lowest Result Gnvi Loatlin Cheek 47.5 1 35.6 1 -25% 1 Paas ZEP HARDWARE DESIGN CALCULATIONS -MPI B - oun n ane In rtna on R Materiel �.._. Comp Roof Roof Slope Framing Type/Direction Y-Y Raftem PV System Type Solarcity SleakMouniTM Zap System Type ZS Comp Standoff Attachment Hardware - _ Comp Mount Type C Spanning Vents No incl DasiAn Critalia _� Desgn Code F BC 2015 ASCE 10 Wind Design Method Parbaity/Fuily Enclosed Methal Ultimate Wind Speed V-Ult 120 mph Fig. 1fi09q Exposure Category C SecBon 26.7 Roof Style Gable Roof an Roof f'0.aoA.wmc-sas MeHe' ht h 15 it Section 28.2 Wind Pressure Calculation CoafDcients _- Wintl PrPressure ExposureJK, 085 Table 30.3-1 Topographic FactorKa 1.80 Section 26.8 Wind Directionality FactorKa 0.85 Section 26SA kn veFactori NA Velocity Pressure % qac 0.00265 6.6 (lif (Kd)(V^2) Equation 30.3.1 26.8 sf Wind Pressure Ext.Pressure Coefficient U GWo ---088- T p(Up) -0.95 fg.ao a2pterc-gag Ext. Pmasure Coeffictani Down G (Down) 0.88 _ Fg.so.q.yvfl�cSae Desi n Wind Ressum p p=ch(GCp) Equation 30.4-1 and Pmssure _ -2 f Wind Pleasure Down 23.3.3 N ALLOWABLE STANDOFF SPACINGS X4)imnfron r am wan Max Allowable Standoff Spacing Landscape 64" 3g.• Max Allowable Cantilever Landscape 24" NA Stands Confquratiar Landscape _ Staggered Max Standoff Tbhut—v Area Tdb 17 sf PV Assembly Dead Load W-pV 3.0 psi Net Wind Uplift at Standoff Tactual -238 its Uplift Capacity of Standoff T-allow 637Ibs Standoff Demandt DCR 37.4% X-Dimction Y-Deaeion Max Allowable Standoff Spacing Portrait 4 ^ 65" Max ANowable CanlNawx Ponred 2a' NA Standoff Con Oration Portrait _ Staggered Max Standoff Tributary Area Thin 22 sf PV Assembly Used Load W-PV 3.0 psi Net Wind Uplift at Standoff T-actual -298 lbs Uplift Capacity of Standoff 'f-allow 637 lbs Standoff Dsmand/CaDOCKV DCR 46.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 0.16 ft Actual W 1.50" Roof Syystem Proertlas Span 1 6.30 ft Actual D 5.Sir Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof San 3 A inA2 8.25 Re-Roof No Span 4 Sx(in.A3) 7.56 Plywood Sheathing No Span 5 Is inA4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 8.43 ft TL DeR'n Limit 120 Vaulted Coiling No PV 1 Start 0.67 B Wood Species SPF lCeiling Finish 112"Gypsum Board PV I End 5,83 It Wood Grade #2 Rafter Slope 40° PV 2 Start Fb i 875 Rafter S aeon 16"O.C. PV 2 End Fv(psi) 135 To Lat Brasin Full PV 3 Start E 1,400,000 Bot Let Bracing At Support I PV 3 End E+ in(psi) 510,000 Member I.,oading Summary Roof Pitch 10112 1 Initial I Pitch Adjust I Non-PV Areae I PV Areas Roof Dead Load DL 1 11.0 psf z 1.31 14.4 psf 14.4 psi PV Dead Load PV-DL 3.0 psf x 1.37 3.9 psf Roof Live Load RLL 1 20.0 psf I x 0.70 14.0 psf Live/Snow Load LLISL'$ 1 40.0 psf I x 0.81 1x0.44 32.3 psf 1 17.6 psf Total Load(Governing LC TL 1 1 46.7 paf 1 36.9 psi Notes. 1. ps=Cs'pf,Cs-mo/.Cs-pv per ASCE 7[Figure 7-212. of=07(C,)1CJ(l,)Py: C,=09.C,1.1,I =1 0 Member Ana sRsltSum PGovmin Analysis PWPV Net lm act Rewft Gravity Loading Check 46.7 1 1 35.9 1 -23% 1 Pass ZEP HARDWARE DESIGN CALCULATIONS - MP2 Mounting Plane In omlatfon Roofing Material Cane Rad Roof Slope — 40, Framing Type/Direction Y-Y Rafters PV System Type SolarCity SleekMount" Zap System Type ZS Comp Standoff Attachment Hardware _ Comp Mount Type C Spanning Vents No Wind Design Criteria _ Design Code IBC 2015 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wind Speed V-Ult 120 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof Fg.30,4-2V6I05NB Mean Roof Height h 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.85 Table 30.3-1 Topographic Factor Ka 1.00 Section 26.8 Wind Directionality Factor Ky 0.85 Section 26.6-1 importance Factor 1 _ NA Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V"2) Equation 30.3-1 26.8 Pat Wind Pressure Ext. Pressure Coefficient U _ -0.95 Fg.3a awBtcSUB EA Pressure Coefficient Down ---!n–(Up)( own CCP ) 0.88 Fg.ao aw8A>5XS IDesogn Wind Pressure p _ p=qh (GCp) Equation 30.4-1 Wind Pressure U _ -25.3 Pat Wintl Pressure Down 23.3 pliff ALLOWABLE STANDOFF SPACINGS _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration - Landscape _ Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -239 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Damand/Capacity DCR 37.5% X-Direction Y-Direction Max Allowable Standoff Spacing Podrait 64" 65" Max Allowable Cantilever Portreft 20" NA Standoff Configured on Portrait Staggered Max Standoff Tributary Area Tri 29 at PV Assembly Dead Load W-PV 3.0 pat Net Wind Uplift at Standoff T-actual -399 lbs Uplift Capacity of Standoff T-allow 637 los Standoff Demand/Capacity Demand/CapacityDCR 62.6% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK-MP3 Member Properties Summary MP3 Horizontal Illember3pars, RafterProperfies Overhang 0.49 ft Actual 1.50" Root System Properrtip San 1 6.50 a Actual D 5.50" Number of Spans w/o Gverhanqj 2 San 2 7.43 ft Nominal Yes Roofing Material Comp Roof San 3Ain"2 8.25 Re-Roof No Span 4 Sat(in.A3 7.56 PI od SheathingNo Span 5 hr in-4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 18.82 h TL Defi'n Limit 120 Vaulted Gettinga No PV 1 Start 4.00 Wood Species SPF Ceftin Finish 1l2"Gypsum Boam PV 1 End 9.17 h Wood Grade #2 Ratter Slo c 40' PV2Sbk Fit of 875 Rafter S acin 16'OC PV 2 End Fv(psi) 135 To Let Bracin Full PV 3 Start E i 1,400,000 Bot Let Bmcin At Supports PV 3 End Ewnin si 510,000 rLwdlngSummary Summa Roof Pitch 10112 Initial Pilch Adjust =ps135.9 rps Roof Dead Load DL 11.0 psf x 1.31 4 psf PV Dead Load PV4X 3.0 psf x 1.31 psf Roof Live Lead RLL 20.0 psf x 0.70 Live/Snow Load LL/SL'$ 40.0 psf x 0.81 I x 0.448 psf Total Load Gowmin LC TL 9 Pat Notes: 1. ps=Gepf:Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0 7(G.)(Ca(is)pe Ce 0.9,C1=1 1.is 1.0 Member Analysis Results Summary Gowmin Ma is PM-PV Load Post4-V Not Impact RpdN Gavi Loadin Check 46.7 1 35.9 1 -23% 1 Pap ZEP HARDWARE DESIGN CALCULATIONS - MP3 Mounting Plane In orination Roofing Material Comp Roof Roof Slope — 40, Framing Type/Direction Y-Y Rafters PV System Type SolarCity Sleel,Mount" Zap System Type ZS Comp Standoff tAttachment Hardware Comp Mount Type C Spanning Vents No Wind Design Criteria _ Design Code IBC 2015 ASCE 7-10 Wind Design Method Partially/Fully Enclosed Method Ultimate Wnd Speed V-Ult 120 mph Fig. 1609A Exposure Category C Section 26.7 Roof Style Gable Roof F,30.a EVC-5aa Mean Roof Height h 25 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 30.3-1 Topographic Factor Kn 1.00 Section 26.8 Wind Directionality Factor Ka 0.85 Section 26.6-1 Importance Factor I NA Velocity Pressure ion qh=0.00256(Kz)(Krt)(Kd)(V"2)28.6 Pat Equation 70.3-1 Wind Pressure Ext. Pressure Coeffiaent U GCp(Up) _ -0.95 Fg.aaa-wart-sae Ext.Pressure Coefficient Down GCp(Down) _ 0.86 Fp.ao.awaresae Des n Wnd Pressure p _ p=qh(GCp) Equation 30.4-1 Wind PressureU _ .28.2 psf Wind Pressure Down 25.9 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64' 39" Max Allowable Cantilever Landscape 24" NA Standoff Conf uration Landscape Staggered Max Standoff Tributary Area Tnb 17 at PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -269 lbs Uplift Capacity of Standoff T-allow 637 Ira Standoff Demand/Ca a " DCR 42.2% _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Maty Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trip 22 st PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Tactual -3361bs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 52.8% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED AC ALTERNATING CURRENT POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY DC DIRECT CURRENT SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH EGC EQUIPMENT GROUNDING CONDUCTOR ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY Imp CURRENT AT MAX POWER WITH ART. 250.97, 25D.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING kVA KILOVOLT AMPERE OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROMDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL USTING. 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 SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT Sheet 1 COVER SHEET Sheet 2 SITE PLAN Sheet 3 STRUCTURAL VIEWS Sheet 4 STRUCTURAL VIEWS Sheet 5 UPLIFT LICENSE GENERAL NOTES " Sheet 6 THREE LINECDIAGRAMS GEN #168572 1. ALL WORK TO BE DONE TO THE 9TH EDITION o-. Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton M REV BY DATE COMMENTS Rev A Am Da/DyTe aflam T moa Mr Rsm�oesT REVS CY VIA. mju.I N1.wt UTILITY: National Grid USA (Massachusetts Electric) CONnRNnAL- MINru+NATON HEREN RANNR JB-0102816 00amawc DESwRmN. DENTIS DCNTANED SHA Nor DE use FOR ME MICHAEL NETTO 8.54 KW PV ARRAY Andrew Gillespie T 5 L n BENEm 4H DE TONE Na EXCEPT 1ESA ME,NM W snm.n w s 15 COOLIDGE AVE BE DISCLOSED IN OR IN ZS Comp V4 w Metal—Flashin PART TO OTHERS OUTSIDE THE REEfENT'S NORTHAMPTON, MA 01060 ME a vii ANouEa IN CONNECTION (28) Hanwha Q—Cells M Q.Peok—G4.1/SC305 TESA EW6NENT, WTHM THE LWTTEN PAR MW WE, REV DATE PwwseOH OF lEsu INC. Multiple Inverters COVER SHEET 1 b 4/5/2018 PITCH: 37 ARRAY PITCH:37 STAMPED & SIGNED MP1 AZIMUTH:291 ARRAY AZIMUTH:291 FOR STRUCTURAL ONLY MATERIAL:Comp Shingle STORY: 1Story PITCH:40 ARRAY PITCH:40 MP2 AZIMUTH:201 ARRAY AZIMUTH:201 MATERIAL:Comp Shingle STORY: 1 Story PITCH:40 ARRAY PITCH:40 MP3 AZIMUTH:201 ARRAY AZIMUTH:201 zo JASON WILLIAM m MATERIAL:Comp Shingle STORY: 2 Stories n TOMAN sl z STRUCTURAL Na.51554 N O R FGISTEP�\a�' A �SrONAI ENG 018 Digitally signed by Jason Toman OV Date:2018.04.05 17:19:41 -07'00' RS Nv LG LEGEND STRUCT CHA B il, 0 (E) UTILITY METER & WARNING LABEL O INVERTER W/ INTEGRATED OC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS © AC DISCONNECT & WARNING LABELS v I I (�)I DC JUNCTION/COMBINER BOX & LABELS W 0° DISTRIBUTION PANEL & LABELS C Q LOAD CENTER & WARNING LABELS RSD RSO O DEDICATED PV SYSTEM METER M AC 0 © � RAPID SHUTDOWN 0 STANDOFF LOCATIONS I CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE D 0 HEAT PRODUCING VENTS ARE RED Front Of House c n `I INTERIOR EQUIPMENT IS DASHED (E) DRIVEWAY SITE PLAN N 15 Coolidge Ave Scale: 1/8" = 1' E O S' 8' 16' W 5 JB-0102816 00 asrum rcmrona. �� CMINNxnu - THE T BE USEION R TRE "ROARER Andrew Gillespie BEREFT O swO xor BE T TE rnx TRE MICHAEL NETTO 8.54 KW PV ARRAYT = 5 L n eo+mr a eDmra EIN rasa R IN xax ZS C sysTnE 15 COOLIDGE AVE PMTsxui O OT ERSWDISCLOSED IN wNaE as IN ZS Comp V4 w Metol-Flashing ORM OTHERS O uoouEs: NORTHAMPTON, MA 01060 THE MEMO O ESOEPF N E RESPErxx+wrx TE sue IN use OF THE�asr—. (28) Hanwha Q-Cells # ().Peak-G4.1/SC305 rEsu EewPNENr. wrxeur rxe wxrrtxy��, Puc xuc: Mr. REx DAM PERNI590N Of IESIA INC. Multiple Inverters SITE PLAN 2 b 4/5/2018 PV MODULE 5/16" BOLT WITH INSTALLATION ORDER STAMPED 8T SIGNED FENDER WASHERSFOR STRUCTURAL ONLY LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. SEAL PILOT HOLE WITH (4) (2) POLYURETHANE SEALANT. o JASON WILLIAM s� ZEP COMP MOUNT C F TOMAN ZEP FLASHING C (3) (3) INSERT FLASHING. STMICTURAL H No.51554 (E) COMP. SHINGLE (1) (4) PLACE MOUNT. 'Ao 9``cTSTePE��h`e SIONAL EMV (E) ROOF DECKING V (2) V (5) INSTALL LAG BOLT WITH 018 5/16" DIA STAINLESS (5) STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING F00T 'MTH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2° EMBED, MIN) (E) RAFTER STANDOFF J 1 Scale: 1 1/2" = V coxnmMTxL- ME INI' MNATIRI IE1mN m N— J B-0102816 00 o]NDNNED S4H i NOT BE USED FEN ME MICHAEL NETTO 8.54 KW PV ARRAY Andrew Gillespie T BENEnT Or ANmNE ExcEVT XE INC.,N WO)ONG rrsmE 15 COOLIDGE AVE 1 E 5 L n SH u IT BE DceRDSED M WME ON IN ZS Comp V4 w Metal-Flashin PMT TO ICNENE wTsoE TOE REGION ME NmuFs NORTHAMPTON, MA 01060 MECINSALE ANDIN. USEEXCOf M ME MEN THE BALE AND T. R TNT ME WTTE 28) HOnwhe 0-Cells Q.Peak-G4.1/SC305 NMS NWe mm, Ry wm EEAA ERMPNEM. NMWT ME NPoTTEN xKKTfN j NENMmax a tEse xc. Multiple Inverters STRUCTURAL VIEWS 3 b 4/5/2018 sl Y(E) STAMPED & SIGNED FOR STRUCTURAL ONLY 6 (E) LBW f JASON WILLIAM y�, ZE TOMAN SIDE VIEW OF MP1A NTS o SNu51554L SIDE VIEW OF MP2 NTS 9 FSSTONAL ENG MP2 X-SPACING %CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 018 LANDSCAPE 64" 24° 39° 0" STAGGERED LANDSCAPE 64 24" 39" 0" STAGGERED PORTRAIT 64" 20" 65" 0" PORTRAIT 48" 20" 65" 0. RAFTER 2x6 @ 16"OC ROOF AZI 201 PITCH 40 ARRAY AM 201 PITCH 40 STORIES: 1 RAFTER 2X6 @ 16" OC ROOF AZT 291 PITCH 37 STORIES: 1 C.J. 2x6 @16"OC Com ARRAY AZT 291 PITCH 37 p Shingle-Solid Sheathing C.J. 2X6 @16" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. sl 51 6O(E -6. 7._5. SIDE VIEW OF MP1B NTS (E) Lew a D SIDE VIEW OF MP3 Ns V MP1B X-SPACING X-CANTILEVER V-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED MP3 x-svnaxG x-rwrvmertR r-svnarvc rtarvrrtEveR xorrs urvosv.PE 64" Z4" 39" 0" STAGGERED PORTRAIT 48" 20" 65" O" POHTRAII 4R•' lD" 6S• 21 ROOF AZ291 PITCH 37 RAFTER 2x6 016"a HOOF Azl zDI PIT- w Srowres:z RAFTER 2X6 @ 16" OC STORIES: 1 ARRAY AzI h Pl- w ARRAY AZI 291 ARCH 37 C." 2x6 X16"a ra„ Snm -sda snenmm C.I. 2X6@16" OC Comp Shingle xAND YARE AL CREI VE TO THE STNUCNRE FRAMING THAT SUPPORTS THE W. A IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CWnSENRAL- ME INF MACDN HE" Ae XIEHR: JB-0102816 00 D`SCREND` 0fSW CONTANED s 4-LN Or BE USED FOR THE MICHAEL NETTO 8.54 KW PV ARRAY Andrew Gillespie EENENT OF ANYONE EXCEPT TESLA MO.ND1 NDWINC SRNN T 5 L n SHAu IT aE asaosm N NHM WIN ZS Comp V4 w Metal—Flashing 15 COOLIDGE AVE PART TO OTHERS(ATSOE THE REDPEITI'S MoaAu: NORTHAMPTON, MA 01060 ORGANUATI.M• EXCEPT IN CONNECTW ADTx THE SALE AND USE OF THE REEPECTI E (28) Hanwha O—Cells # O.Peak—G4.1/SC305 TESLA EDIJPMENI, WINCUT THE WTTEN EAfPhP, PIA{NAIL MEED REV DAT[ xxwsslrD+a TESLA INC. Multi le Inverters STRUCTURAL VIEWS 4 b 4/5/2018 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #5 GEC TO TWO (N) GROUND Panel Number:LC240PC Inv 1: DC Ungrounded kINV3 )../Siam 181E LIBEL A -(28)Hanwba O-Cdls O.Pepk-G4.1//SC305 GEN /168572 ODS AT PANEL WTH IRREVERSIBLE CRIMP Meta Number.57428002 Inv 2 DC UngroundedMwrtm300o01. 240V, 97.51( Z'geea PLC R6MT PV Module; 305�,279.2PTC, 4dAM. Black Frame, MC4, ZEP, 1000V ELEC 1136 MR Underground Seems Entrance ie-In: Supply Side Connection DO,/Sake.52 n LABB: B Inwter, 5200W, 24pV 97.55 Marten 520001, ZOV/ZMk'.97.SS.M.Z ee, RCN Voc: 40.05 Vpmax: 32.62 1. AND Imp ARE SHOWN IN THE DC STRINGS IDENIINER E 200A MAIN SERVICE PANEL E 2OOA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER BRYANT Inverter 1 Disconnect COOPER (N) 1250. Laad Center 20OA/2P 3 Meta Socket I 10 Delta C SOA E Solids 3.8 TL D 20A/2P O SolarCily q B e f A o LIN (E) 1OA05 oxD _ __ _ __ _� Y � r _-___________ cec T pc. a. MP 3: 2x5 G aG W Ecc_____ Ec_ WJ ---------- - -1----- - ----------- c-- ---------------- � N DNta I Inverter 2 IND ~�i g ECCGEc_T 9 B B 2 OO i I 11 DMtO A a. /--� I Solids 5.WTL MPZ: 1x64 30A/2P O _____ _ _______GLC LIT-{ TO 1z0/24ov 7 6 3 SINGLE PHASE UTUtt SERVICE L_ EGG 0o- ________________ _ GEC ___l MP 1: 1x12 ______ _I_____ __ ____ _____ GG _________; /1'EMT - y1 PHOTO VOLTAIC SYSTEM EQUIPPED NTH RAPID SHUTDOWN Voc' = MAX VDC AT MIN TEMP oI (z) No (1)aJ1LER-HIMIER/D6212NRB B (4)CNlu lsaiuq A (1)sdaCitv14.t 4 STRING XNCTON BDx 5 0 0.'471-0 per Oiasom-Bxt; 60A, 210Va, ruMMe, HEMA M AC Small RM Rapti Shubli 60M, DA,NENA 4K,MCI UNN CRaINOED, Black DC -(2)II�Wa�.wPcP4/ang 6csme,tm. Man 4/0-4. Ton 6-14 (1)cu (2 �C°60.1i0B0A Cenxa Outr(W) n (I)AMC�. Sda Bans Copper E T)BRYANT I ORIBL1251tl' -(I)W11ER-NNMER,fwasirK -I1) Lad Center, 1250. 120/24M, NEMA N Co.R rua Kit (1)fFRRAZ SHAMMJi 1 iR5a1 PV BACKiffD OCP IIEE..rrrT(4)AM/10, PV titre, fi00V,Bock V C =23358VDC I =19.68 NDC (1)anm-xnuNEERH/Mr2zo rar 5C0. 25ov a®RK5 ®gzf(qaM 16, 1140-2,Gree, EX V p =1631 VDC I p=1R.] NDc (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2. ADDITIONAL Weaker, RIM P. 2 Spacer e�L ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF E ELECTRODE (1)WIL R-HANKEERH/BR230 (I)COOPER/B Lne Yekm Sorin 011 (I CG{IW.IvifKR ( ) Brmkr, ]OA/1P, 2 Spa® M 1 SaN 4 1250. 4-14AMC.Ping Tae IT�(I)A1ACK4r Wi-tv9ck Voc =23351 Isc =19.68 ADC S SUPPLY SIDE CONNECTON. DSCONNECTNG MEANS SHAH BE SUITABLE -(I)AW CAP B Lne MNer Saket Acavmy )RL I((II)AMC A Ill Red Vint 1631 VDC 1 p-I8.] ACC ..( I AMC �, TxMM-z,Wad _BE AAIED PER_NEG__.. _ , - _ _ _ _ .. __ E�FFlllL_l1HYM_2iaem ECC Llcman Kik 3L4 EMT _ _ _ __ _. _ IITT(�AN 08 NO 2 SeNU-5HA1L IITT-IIfANC#101HWN-L Wad - --- [ETT 2)AMC/10 PV Mxe &DOW OW Voc" =56059 VDC IK =9.84 NDC rrTT T4)AMC/I0.PV Me. Copy,Block - Voc' 233.58VDC IK 984 ADC (I)AM 08, Ni Red ®bFT)AMC 010 T1YM-2, Red ©B6F(1)AM 16. iHM1.Gem EGC Vmp =39144 VDC Imp-R35 PDC Olv!-(1)AM:/6, 1HNN-1. Gan DOE V.p 1631 VDC Imp-9.35 ADC (I)AM: /B, THM 2 Mite MD RAL Vmp =240VAC Imp=37.4 PAC (I)AWG 010, TiM-2, Make NEUTRk Vmp 240 VAC Imp 150 PAC C (I)Conduit N1, 3/4' WT ��']] (I)AWG /6,.7NM8 Green EGC/GEC {t)Coddatt KIS,3/4'EMT -(I)AMC Ori,IDM-$ Gem EGG/GEC_-(I)Wodult Ktt;.3/C EMT [ETT(I)AWC/10 THM-2. Wod Voc =56o59VDC Isc =9.84 ADC FrI�T'�-(2)AMC 010,PV Me, 60yi.Block Voc' =280.3 VDC Isc =9.84 ADC ©FrTT(1 AMG #, THAN-2.WM . FrTT. (I)AKFO TIVM-I. Block OKxF(1)AWG/10 THWNi Red Vmp =39I4TVDC Ini 9.35 PDC O4� (1)A01G/6, THMH-1, Gem ECL Vmp =195.72 VDC Imp-9.35 ADC KeI-(I)AM 06, UM-Z Red ©5F(I)AM 010, TIM-2, Red C, (1)AM:/10 TNHN/iNM-1,Gen EMC (1)Condl Nd 31V DAT, _ L3 (I)AM:06, THAN-2, Mite IEDIRAI Vmp =210 VAC Imp-37A PAC (I)AWG/10, Ill Mite NEUTRAL VMP 240 VAC Imp-DO PAC ETT(2)AM/10 PV Me. 6M.Blmk V c' =2603 VDC Ix =9.84 NDC EE'" (2)AMC 010.PV Mre, 6DOV,Block V c =560.59VDC IKc -TIN AOC -(I)AM 16,.SNM Bone Cayper GIC_. (1)Cmdull Kit;.3/4'EMT (I)AM A Ti lYem EGCLGEC-(I)Cmdlit Ktt;,31C EMT ®15F(I)AMC 16. TIM I.Gem DEC Vmp =19572 VDC Im,9.35 ADC OI�(1)AM 06, I1M-2. Geon ECC Vmp =391.44 VDC Imp-9.35 ADC II��LL.(I)C1n1MIt Kit 3/4' W7 O9 ET�(I))AM:/10, THMi Week - Voc" =2803 VDC- isc-9.84 ADC LSF-(I)AM Q0, THM-2, Red VmP =19572 VDC Imp-9.35 ADC COIWIOENNE- THE INFORMATION HERDN EB HIMWR J B-01 0281 6 00 CUSNYFR CLL DESCIW'Tpk OE9NF. CONTAINED SHALE E E BE USED FOR INC, MICHAEL NETTO 8.54 KW PV ARRAY Andrew GillespieBENEF1 n SHAILIVT SE uarofiin IN EXCEPT ONOR MM Comp 15 COOLIDGE AVE PART TO OTHERS(AMIDE THE REANDI'S ZS Comp V4 W Metal-F ash n axsAMunON, EKCERT IN CONNECTOR MVH wxyl NORTHAMPTON, MA 01060 THE SAIL AND USE or THE RESPECINE (28) Hanwho Q-Cells p Q.Peak-G4.1/SC30$ PAGE MIAMI SXFfi' Rti MIL TESLA EQUIPMENT, WNWT THE WRITTEN! PAGE PETMSSON a 1ESIA INC. Multi le Inverters THREE LINE DIAGRAM 6 b 4/5/2018 CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 15 Coolidge Ave INVERTER AND AC DC DISCONNECT DISCONNECT B r-T L_i INVERTER AND — \ UTILITY DC DISCONNECT SERVICE SOLAR PHOTOVOLTAIC ARRAY(S) J PHOTOVOLTAIC BACK—FED CIRWIT BREAKER IN MAIN ELECTRICAL PALL IS AN A/C DIXONINECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0102816-00 JB-0102816 00 canorxnu- ME T BE USE F I ME .m xEwax. Andrew Gillespie BENEFITO VV(OxaEBETTE AIK., ., MICHAEL NETTO 8.54 KW PV ARRAYT � S L P9 R�iT BE DISSCLOSED IN TwhwE�E aR iii NOR RO.SC s p 15 COOLIDGE AVE Port To ancxs OUTSIDE TME xsaPIExTS ZS Comp V4 w Metol-Flashing m(mWK EXCEPT IN cwrccriw wTx % NORTHAMPTON, MA 01060 ME s um.a TME xESPEm (28) Hanwha Q-Cells # Q.Peok-G4.1/SC305 sx� av DIMTESD EVEREST. wTHOU. INE WATIEN , PME Due PExNissou OF TEPA xc. Multiple Inverters SITE PLAN PLACARD 7 b 4/5/2018 Label Location: Label Location: aa�,meeMorove_raiceo:veasca�ce '•_ WARNING 'Per Code Per _ r Code: NEC tLtGIRIC SMOCK HAZARD t .I aB SHC hH.,ZARD ••• CO NOT TOUCH TERMINALS NEC '•� 1 I f G NGJ , �UF IRIS 690 Label LocationTERMINALS ON BOiH LMEANU ti:,i ,JOi Tr 'srSTFN AIRF LOAD SIDES MAY BE ENERCI]FD 1N ,O 1�LC .NDINVERTERIS PHOTOVOLTAIC DCTO BE USED WHEN iN iMe oetN eos�nov i , nt ENE.,:eo UNGROUNDED NEC 69014.C.2 DISCONNECTPer Code: Label Location Label Location: (INV) PHOTOVOLFAG SYSTEM k IJUFI PC'.tU2 D EOUiPPED WITH RAPIDPer Code: i" IA :UF RLN: Imp �' Per Code 690 NEC .91 Per II x RllI SVSTMI� ;F SHOR' ❑RCJN�:. t,UFSFNT. WARNING I�'VLRI LR OW PJ- NEC :�� . 4.13.7 Label Location: WARNING Per LL lR :SND K .,h� o;� NEC UNGROU'�DFC AND F'�FRGIZFDLabel CAUTION '• Per Code: �I .��IT 156%+CKI LD 606 Label Location: WARNING ' Per Code FLC FR Cis_SHOE K�iQ4RD O NOI IOUCIIIERI.I'N;.L5 690 Iillh WJN 6( IILNL tNU r vrF�rinv rFF .,izr_D CAUTION '• IN THE OPEN P S TPN CI I J V/` 'FR SOURCEPer Code: NEC J' .OIJ u S IS SC NL II RCF •• .6 f'R6>FV7 1MFIt P-U II.L',;YSTFiJ Label Location: Label Location `,OG'� LICC`ULFS:kE FX"lSFD L"�:9UNI_IGHT PIIOTOL'CLTnC PCiNT OF IM LHCONNLC i0N Per PHOTOVOLTAIC AC '• `""N�M`' ��E' ''�'� "" Code:90 690.54 Disconnect AC DISCONNECTPer Code -Bonn i<�aivois�, (C): ConduitN NEC .90.14.C.2 o.i,:r M=_eNERc¢eoiv FHF oi�rN • ): Combiner Box DDistribution (DC): DC Disconnect �osinoN. rrR seavrF cE �NE:O�u0 i,so�irE Interior ANC 9:HN CRLHKtR LaCel /rO;VER SOURCE - • Disconnect niLlu6i ,_ '• i ..an II (LC): Load Center O,I f .�Mt GURRE4iPer Code: cl Uihli ,URRR.f (M): Utility Meter I UL'UIJ>: A 1111 690.54JVE4RT t lll . Vl� � � .Ointerconnection Mortal RSS4001-2 Connactlo�n Diagram: , SA oEL]A HARD SHUTDOWN sox tl^h= }• •y .,, • ., # .._ F � CCON Raor WITHIN HIN IW F US li .......... ■r RSS _ _________ —xn• AC AL ....xryOna mnOUX INEAxER 6R10 .0 A= ToGhical Spac8lcaeona rv� - InPaRNnpa 600"OC 50OR DC 4 A. 2M 1M WA I&A OXIPar Ne0n9e 1 2 21M 20A 26A 25A VANE 1201WG WA SN'(M"Oke) PLC 519m1 6V BpIW WNe WA BOOR I' WA 24-14AWG General qY Rapid Shutdown Device ].5]A 5.91x 299(200 x 1W x 50) 12.H x 10.04 x 2.15(615 x 266.66) 2NIbe(1.34) eems(3.04) for Delta 3 .07.6 TL Inverters AG4wcsn em «AmPXmdw wco eas Mc4wcwevwAnp . PN4 wcw y A1c4wc.nlydrcarAmPlerwwwconreca snwr xw elosxs JO-INT Fee-]tra) JO-til FIG-]PC) Delta's Rapid Shutdown Devices provide an automatic disconnect of 600VDC -to-INT Fil9-tre a) JO-195'FFID-5B'D) residential or small commercial PV army system,fully compliant with the Rapid 0-100% 0-100% Shutdown requirements of NEC 2014 article 690.12. It is compatible with Delta's 200nni lorowlnel 2000m elxrvewlml single-phase resitlentialinvarters. levees 10 vase KEY FEATURES 9lelaaN ooePaanu NEMA 4tI NEMA4% -NEMA 4%PfoteC110n UL 1741,CBAYl11%-t UL t]H,C5A22210]-1 •Compact and Lightweight NEC2014AM1e010.12 NEC2014Arede690d2 •Rack Mount Installation • Fast Connect with PV Connectors 446 0 Fremonntt f3lM oration,Inc. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538 •PLC Communication(Model RSS-600 1-1 only) Sales Email: Inverler-SalesQdelmoorp.com Apart Email: Inverter.Support@dells-omp.com Sales Holline: +1677-040-5851 or ca- +i-628389-4021 Support Hotline: + -877-042-0832 Support(Intl.): +1626369-4019 us NAdrvAFX,.r,ai.Alini'v(RaN.wil �' AELTd www.dolta-americas.com www.delta-americas.com/soiarinverters Delta Solar Inverters Datasheet for SolarCity &IS. ,i :1ii7.x. :/°z' ti $' 'f:.t'k;;`46Yn,rK_, "Im ' INPUT(O ) WOv MOV M�550V W. V 1BOA 300A AOAPor NPP 4vbr 350A M/MAP W InMav . 9x14 W 5M]W SMAW p ff�� •• b• Inbmvl C S�IarQty i.. 3 OUTPUT IPC) MMW MAW SRIWWANIN M ]OWW ® WA W®Rf9V/ M ®3AV/ 03W Vl KNW®3LBV/ B8W OxAVI s3o6 z66o en zbv MMw®u6v w®zwv efi6ow®zbv ]ms ®zbv 18]-3xBV®MBv1SI V/z11-a.V®x10V iIAIA®3W Vl IO5 A020V 3216 A 02 VI ]1]A ,S VI ] o. I 1x5 ®xbV 150A®3WV 31 BA®3WV 3].SA®3bV 1.1 3.OV Ii-MISp WX may. 51.0�89.0EE 0 IS ¢BS-886xc W 84A)®Im GENERA-SPECIFICATION p • , 5%®xMJIS/B)0 11 u-15e°F gs-]anS ur 1AR-F( -SE-c, E R.) o-fro% zAsm.w.....m.l MECHANICAL DESIGN 195x1 . re 51n MO5nbi x318mm1 380x SB QOb1105 V) 5 aAmm) e.IRIISIC) Ni SM9b onnMnnhv A.IS-AWG0Co,,Mg5+�'M+ rob XEC]1815) 3WNdaNnOlpmnaYNwnnMkn bx .Wnda.11013 dnv6ln¢nreNan Wn AWG 1x-AWGB CtWVIWsoNMBb NEC0W.0) LB ]Oexsvl PlumYrm $TgNM0.G5/GIRECTIVE$ Solar Inverters NEMA IEC BA00A.2X II UL n.1 SvaM EMIw.IC8ACx3.z x¢18]1-81 Transformerless (TL): 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW ECSA35.UL1]b CRD xIEEE Ili IEEE 1N71 CC Pox 15 CNu B - Wide Operating Voltage Range:85-550V ELUMMIS15P.11,NAc..11 UL 1741 CRD�RNE EC 860.13 M18 SMART ESS) Wide Operating Temperature Range'. -13-158'F(-25-70°C) ANSI C@.1(-11%Ammvy) 0.5bmu Rux 11,RECO CE,,'i IEEEIN] High CEC Efficiency: 97.5% NPR2.Nrr - Integrated AFCI(Arc Fault Circuit Interruption) town NEMA 4X plus Salt Mist Corrosion Protection Natural Convection Cooling Dual MPPT(5 2kW/6.6kW/7.6kW) ','�A `"x>Mz1 - Compact and Lightweight s'Sn-AW �1�SaM,bolsss - ILL 1741 /IEEE 1547/IEEE 1541 /CEc � Mmayl"Forme"m].m1"sMPsrnren�mwM.1n AELTd 7 Listed JUL 1699B(Type 1)/NEC 690.11 a u5 i ® i ® "y$OldfCltY ZepSDtar Next-Level PV Mounting Technology '�n,SdBfclty Zep Solar Next-Level PV Mounting Technology . ZS Comp Components for composition shingle roofs Mounting Block Array Skirt Interlock Pan No.050-1633 Parc No.8501608 or 500-0113 Pari No.850-1388 or 850-1613 Luted b UL 2703 and UL 2582 fredlo UL2703 ListeetoU= Flashing Accessory Grip Ground Zen V2 Pan No.050-163, Pan No.850-1608 or850-1421 Pan No.650-1511 ualemo UL tmA and UL 2562 Indenmui Islas to A ser a nn vl[ma Description p Pe/moun4n9 sollNon for canpositlon sDin9le mds Works,with all Lep Compatible Modules nr Aub bonding aUL 17 3 Chen le Creates sanctions"on electrical ileado theng d an C anp has r UL 1703 Cas Type Fire n-Typ when insialbd using modubs from any manufacturer ceniree as��rypa r drrype z Capturetl Washer Lag End Cap DC Wire Clip 4i g8�p ParINd.8501631-001 Pan No Pan No.6504509 Specifications 8%1631 003 (L)8501586 or 0501460 Listed to A 1565 (R)850.1588 or 81 Designed for pitched roofs Installs In porM1ae and IeMscape wientatbns ZS Comb supports nodule wDld whit and snow load pressures 0 W and per UL 2703 Wind tunnel report b ASCE 7-05 and 7-10 ateMeMs ZS Comp grounding products are UL listed 10 UL 2703 and UL 169 ZS Comp banding products are UL listed to UL nos Engineered for spans up to 77 and paintilevws up to 24' Zep wave management products listed b UL 1565 for wYe pardoning devices Alledrment memod UL listed b UL 2562 for Wind Driven Rain V;* Leveling Foot Pan No.8501397 zepwleLcom mpsolarcom Land aUL 2703 ma eawmnlaw¢Mauw am.ap..¢wwmnp b/ApsdwwaGON ih pWu4w¢ern:s.zMSoYr'e We mmdyla rmlwnedntlwmnwi picsutlwuraMylw ilve awumanl Edea MaaYaema4¢+..^na^rY Dv zroSowr vahvlN prWucYaraarrn.ZmsmareeaewemnryYmmenes INeraiWn...—my. toompromet The ma,merWwmenlanpnahippedwiN Zap Solos"m6utlamniam-Ne ode apwriulionerMa.to in lM prMudwemnry rh—madviasolelY eaa6 pm —riteand—dourmenmtion ahiimeo.1Zd,Solal¢pmono,cona4Wee the are smandlionneramE ton tm phow wamanry.The d¢bmer le¢ande reepovihb lw ee fma the wita6iliry IN terrorist products for mad me, s pm0aations em su6lea to Prange wiNout notice.Patna and Ppp¢:voids mmmapomihb rar wdymg Mo¢ualandy m entmor a pmtlun6 for edam uae.SPotifirenm¢are mated tocoarye mi notate,naeou,nd App¢:start,,ham. proment..1.1.1C 0.16Yarmoomm. MaYZ<..18051 GM WawreItlPBW-1pPW1RwC pet MMew�rmar Mgtio,onar:al PM i I (� funnX pecavered by 65]In.39011 x L".a Iie"mung Lame) _ LLcmnAll(2n¢o 00omm.oamml w . -. .yM as o9lm ox¢I t Fraft m O131n13.2mm)thermallypre¢L"ssed call With BULL-,e11"ct ien lahn"Iogy Fra 6xlnml" ..beLna., enmp�nefilm 1 oug Prime Black mearcitlaluminum rcryetalline O.PNiUM ULiNP solm[ells ' IUMI"nbar 2 so 363m x 037 3 Yam x 059-075m 16677 mm n 111on)mm rc 15.19mm1.R"Iedion da EA1 P671 wilh ever"'Under .at. 4mml bee,rahlm(+I 4724m(120.mm).0 47 24m 12.0 mml L"nlleel"r MUILLC1n1ud MCO,IP68 • ' I • , ' POWER LUSS AS 300 405 MINIMUM PERFORMANCE AT 3TANWRO TEST CONOITIONS,3tt'(PoWER IDURANCE r W/OW) Be.AT RPW P.,, IWI 295 3Co 305 ' L • L ' L • ' t sMn Chust BABLEY L, GI 17U A77 9.BT EOpen LLmX VOXel Vr [VI 3948 39.16 6005 f c.n.X MPP' 1.11 GI 9.V Y, 935 V"Ibxe At Al Nom, Be] 32.19 3201 32.62 The new high-performance module U.PE.A#.-G1.!-SC, is the ideal solution Eelam R Ixl 217.7 218.0 2183 for all applications thanks to its innovative cell technology 4.ANTUM MINIMUM PERFORMANCE AT NORMAL OPENING CONDITIONS,NOP ULTRA and a black Zi Cnrupatlhle'"frame design for improved aesthetics, PnwM nMPw P.,, Im 2161 221.8 225,5 easy installation and increased safety. The world-record cell design was a Clear closer Lna.m. I„ An T.82 7.88 T.94 developed to achieve the best performance under real conditions-even 12 Dp.n Circuit MOXaL.' B. 1°' 3692 37.19 3'46 Lmmnl al MM' I.,, IAI T.2° T.27 7.35 with low radiation intensity and an clear, hot summer days. el BEA, Y,., per 3030 3049 3067 U...,y21 PrUrn.am I In m.r°,.m.mmPUL...e Sm,I x,na.+. all wan 'mr,Y e°maN1+G -nkml.a°r..,°<Irrl°°,usABU °LELU PERFNMANLE WMNXIY PERNRM CE AT Low IRR IAMLE LOW ELECTRICITY GENERATION COSTS =" '' 1 Higher yield per surface area and lower BOS costs thanks to mR '. higher power classes and an efficiency rate of up to 18.6%. 1 £p II e e -- ---- Far 11 1-rd-11 All,th,AWLIELY, INNOVATIVE ALL-WEATHER TECHNOLOGY lam,.1 pUP unTELL orl all°I'°° an e _ m Optimal yields,whatever the weather with excellent low-I lght ° Inn.Ena w,a and temperature behavior. .-...v...�......-.,..n...�M.ai. 'mm commonsu STrarmim"namari.I000WIm`m m°rWm p ENDURING NIGH PERFORMANCE aLf� M Long-term yield TEMPEMNRE COEmLIENR security with Anti-PID Technology', CELLS TEL cp.m.imll"u. u Ix/Rl w.L4 T.mp•mmar cudlmi.mdBE, p Ixm -02e Hot-Spot-Protect end Traceable Quality Tra.QTm. NAYO 9 Temwmme LmArmese BE P,., v [Al -0.39 xOeal a,."x O.,,T.."Brm. XWT PFI 113x5.4(45:3SC) n j A RELIABLE INVESTMENT Inclusive 12-year product warranty and 25 year Maimum 5yehm Aft V,,, an 1000(IEC)I Ify)aWL) Sally Clan 11 linear Performance guarantee". Matlmum 31 Free RMlp [A LEE 20 N.Be,,, C EC)I TYPE 1(U L) .,.a All A.low al l 75 stem Pal PelmMM melle lerepnaNle a."u,1"+185°1 2 OCOMP4 TjBr-PhW„t. on eominuws Euly I-40"G up m«85UP) amts .1,load,pull(l IIMM'1 65.6(2666 Pal 'Beankrllarean manual Ww M { STP O QUALIFICATIONS 1 INFORMATION `,RMPPC Number d Modmu per Pallet 26 IEC 6121E Ilam,lEven3o a n YB UBLo"Haas A Ni BE.1.q,SSC"Mainer 32 ' PPTteSlnondidens Celleal-1500V spe Numper d PBAS per 4P owereaer 2s (/� yFn ICE cVT 4 1 P,°MOmemm�n.(I.w.N I 6B.T a. 44311.46.1,, agam9 9111mm,WEB conductive me ,>dy (I745mm r l l5omm r 1170mm) 1al and novared module 5wta e,21 ^.. THE IDEAL SOLUTION FOR: leen Pam wdRm 1254165PLUS Rg) - alls-fl, ® °w"emml fi°ueina" Sea rate el en real far btlhu aoo sp".nnar,a lnstmtltl'nnsu In 2m5g lry nee cn 926e19 USA l TEL.1 949746 5P P6 l wml uyuuymusA relle�m mul mom mvw.4 cel4°5u,m,umanul on aW�'m mx,ulmnunEnd me mm,rateen. o°E„Imm°m. mA"ma em.no.I., Engineered in Germany a CELLS n