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36-315 (4) 185 CARDINAL WAY BP-2018-0012 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Block: 36-315 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: SOLAR ELECTRIC SYSTEM BUILDING PERMIT Permit# BP-2018-0012 Project# JS-2018-000026 Est.Cost: $41000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Grouu: SOLARCITY CORP 110253 Lot Size(sq. ft.): 17946.72 Owner PIERSON ORVILLE D&JUDY Z C/O 185 CARDINAL WAY LLC MAIL: WILSON ASSOCIATES Zoning: Applicant: SOLARCITY CORP AT: 185 CARDINAL WAY Applicant Address: Phone: Insurance: 604 SILVER ST (978)215-2369 0 Workers Compensation AGAWAMMA01001 ISSUED ON:7/6/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL SOLAR 28 PANELS 9.1 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 7/6/2017 0:00:00 $75.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2018-0012 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM (978)215-2369 0 PROPERTY LOCATION 185 CARDINAL WAY MAP 36 PARCEL 315 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST F CLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid CLLtT4 Building Permit Filled outFee Paid TypeofConstruction: INSTALL SOLAR 2KW • New Construction • Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 110253 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFpRMATION PRESENTED: t/ 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 Demolition Delay /G9 716/7 Signature of Building 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. Dantuse only City of Northampton Status of Perrot Budding Department Gptb GutfDdvaway Pound 212 Main Street SewedSephc Availebi6ty i.... . Room 100 Water/Welt Avadabihty CO Northampton, MA 01060 Two Sets of Stiucturel Plans r phone 413-587-1240 Fax 413-587-1272 Piot'Site Plans Other Specify ( APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING 'SECTIONS-SITE INFORMATION 1.1 Property Adtlmss'. This section to be completed by office 185 Cardinal Way, Northampton, MA Map JL( Lot $i Unit Zone Overlay District Eiml St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: IIII James Gillespie 185 Cardinal Way,Northampton,MA Name(Print) Current Melling Address: (413)214-0728 ---SkflCb C . -ESPIE Telephone Signature 2,2 Authorized Agent, SolarCity Corp/James DiPadua 604 Silver St Agawam MA 01001 (Print) Current Melling Address: Ca."-^, 0 ,P.-.� 978-847-7170 Signatve Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee a 2. Electrical $ (b)Estimated Total Cost of a ei 0 0 ta Construction from(6) 3 Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection �t 6. Total=(1 +2+3+4+5) $ 1-1 , , 000 Check Number 7-7G7,RD This Section Far Official Use Only Date Building Permit Number Issued: ,. Signature: Building Commissioner/Inspector of Buildings Date 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 filled in by Building Department Lot Size Frontage Setbacks Front Side 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 DONT 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 it 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. i SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition Replacement Windows Alterations) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other n Brief Description of Proposed .. Work. Install solar electric panels to roof of existing 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 sa. 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. 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? 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 James Gillespie 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. Sables e„L'ESt,t 7/5/17 Signature of Owner Date I, SOLARCITY CORP/James DiPadua ,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/James DiPadua Pr \\iF_ (\ J\ \(j 7/5/17 Signature of weer/Agent Date r SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder_SOLARCITY/Dan Kelley 110253 License Number 604 SILVER ST AGAWAM MA 01001 12/01/19 qday Expiration Date 774-364-3145 Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ SOLARCITY CORP/James DiPadua 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2019 Cs ^ pi_ p Expiration Date (\` c J\ 1Tele hone 978-847-7170 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 0 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 B cuSigr nvelope ID:33FEFC87-FAB9-44FB-B867-C810CC603SOF SolarCity Purchase CLsmner lnto'marcn nstauation Location Date james gillespie 185 Cardinal Way 5/19/2017 Northampton,MA 01062 185 Cardinal Way Northampton,MA 01062 Name Or` "ya' 3344471339 Amy Gillespie Here are the terms of your Solar Home Improvement Agreement 9 . 1 kW DC 20yr System Size System Warranty The SolarCity Promise •We provide a money-back energy performance guarantee. ^os •We warrant all of our roofing work. JG •We warrant and repair the System __- _._ -_. _..... initial Here •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The pricing in this Agreement is valid for 30 days after 5/19/2017. _ Your SolarCity Purchase Agreement Details Contract Price $40,313.00 REC Value(Estimate) -$8,554.00 Rebate Value(Estimate) -$0.00 Amount Due $31,759.00 Est.first year production 9,610 kWh 3055 Clearview Way,San Mateo,CA 94402 l 888.765.2489 l solarcity.com 2715817 Solar r _m nt Ag 'lSolarL version 423,May 3.20:7 Cola CtyCorporation. JSAT Tesla Energy Contractors ose MAHC 1 572.'EL 1135Mk Document genera on 5/19/2.1.1 El Copyright 2008 2SoiarCryC ion,All rights Cesegyeg 0 DocuSign Envelope ID:33FEFC87-FAB9-44FB-8867-C810CC60350F SolarCity 3055 Clearview Way,San Mateo,CA 94402 T (888) SOL-CITY F(550) 638-1029 SOLARCITY.COM SOLAR HOME IMPROVEMENT AGREEMENT—RESIDENTIAL Date of Execution: 5/19/2017 cydys er Ne : 'Id Address Salesne,on 4 .o4L '.. jamesgillespie Eric Roberts 185 Cardinal Way MA HIC 168572/EL-1136MR Northampton,MA 01062 185 Cardinal Way Regi` .. _u'...` Northampton,MA 01062 604 Silver St, Agawam,MA 01001 This Solar Home Improvement Agreement(this"Agreement')is between SolarCity Corporation DBA Tesla Energy("SolarCity","we" or'Contractor")and you("Customer")for the sale and installation of the solar system described below(the"Project or the "System")at your home(the"Property"or your"Home"). We look forward to helping you produce clean,renewable solar energy at your Home. The Parties agree as follows: KEY TERMS AND CONDITIONS 1. DESCRIPTION OF THE PROJECT AND DESCRIPTION OF THE SIGNIFICANT MATERIALS TO BE USED AND EQUIPMENT TO BE INSTALLED. Sale and installation of a 9.1 kW DC photovoltaic system consisting of PV modules,corresponding inverter(s)and a mounting system designed for installation and operation at your Home. 2. CONTRACT PRICE. The Contract Price for the Project is 540,313.00. The Contract Price is subject to any change orders agreed to in writing by both parties. 3. INSTALLATION TIMELINE. SolarCity will install the System within a reasonable amount of time after we sign this Agreement but no later than twelve(12)months from the date of this Agreement,which shall be of the essence. We will schedule your System installation at a mutually convenient date and time.When SolarCity completes installation of the solar panels and the inverters(s),then substantial completion of the work to be performed under this Agreement shall have occurred: Approximate Start Date: 60-120 days from the date of this Agreement Approximate Completion Date: 60-120 days from the date of this Agreement This performance timeline is an estimate and may be adjusted as provided in this Agreement,including delays due to late payments or unforeseen conditions. Solar Home improvement Agreement lSoiarLoa nl,version 4.2.3.May 3.2011 Ertl 2715817 0 .CocuSiyl Envelope ID:33FEFC87-FAB9-44FB-8667-CB1OCC60350F By signing below, I agree that SolarCity can contact me for telemarketing and informational purposes via call or text using automated technology and/or pre-recorded messages using the phone number(s) I provided that are listed on the first page of this contract. I understand that consent is not a condition of purchase. You may opt-out of this authorization at any time by calling us at: 888-765-2489 or sending us written notice and mailing it to:SolarCity Corporation,Attention: Phone Authorization Opt-Out,3055 Clearview Way,San Mateo,CA 94402. Customer's Name: ames gillespie Solar Home Improvement Agreement um kinea by: Signature: Caw1.S ItU't'Sfit, t=G24CMAn SolarCity Date: 5/19/2017 approved Customer's Name: Signature: Signature: Lyndon Rive, CEO Date: Date: 5/19/2017 Solar Nome improvement Agreem ect Isola rtoanl,version 423.May 3,2017 0 0 2715817 El ' DocuSign Envelope ID:33FEFG81-FAB9-44F8-2861-C810CC60350F 23. RIGHTS TO TERMINATE;CANCELLATION FEE. IN ADDITION TO THE RIGHT YOU HAVE UNDER SECTION 24,YOU MAY TERMINATE THIS AGREEMENT AT NO COST PRIOR TO MIDNIGHT OF THE TENTH BUSINESS DAY AFTER YOU SIGN THIS AGREEMENT. AFTER THAT DATE BUT PRIOR TO OUR COMMENCEMENT OF CONSTRUCTION ON YOUR HOME,YOU MAY ALSO TERMINATE AND WE WILL CHARGE YOU A CANCELLATION FEE OF$250 UNLESS YOU ARE TERMINATING UNDER: • THE FIRST PARAGRAPH OF SECTION 1 OF THESE GENERAL TERMS AND CONDITIONS(FOR CHANGES TO SIZE,COST OR PRODUCTION ESTIMATES). WE WILL ALSO CHARGE YOU A CANCELLATION FEE OF$250 IF: • WE TERMINATE THIS AGREEMENT UNDER THE SECOND PARAGRAPH OF SECTION 1 OF THESE GENERAL TERMS AND CONDITIONS(FOR YOUR FAILURE TO PROCURE FINANCING),OR • THIS AGREEMENT AUTOMATICALLY TERMINATES PURSUANT TO THE FIRST PARAGRAPH OF SECTION 1 OF THESE GENERAL TERMS AND CONDITIONS(BECAUSE YOU DID NOT SIGN THE AMENDMENT OR TERMINATE THIS AGREEMENT IN A TIMELY MANNER). 24. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS AGREEMENT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS AGREEMENT. SEE THE ATTACHED NOTICE OF CANCELLATION FORM ATTACHED AS EXHIBIT 1 FOR AN EXPLANATION OF THIS RIGHT. 27S 15I8ome p..✓cronr Agre 1 �olarLoan), M_V 3.20: � 15811 o .. . da Pearl : PP&11414°0 aaradml pompom 3 Japed"!laalaPeti'a Nam]eaol/Ala7'f Ina ipidaq WWII-4 Winn 7o PON.1 ane'WM'W1' aaoglev banal d mulaY14"'-'.i :peal i0 AN, Matra 4PwltN aq m'eu1ugg1 sr PNaa'Is Kr *la nr PROD :1 9wagd U S .,g,,, ..� i wawa pry wan is map'award-i s'. n•aln Ufa el*Panl'P.m n o wM P./rw •'^:Agnm*wr 'uolrvuJPan Pham,=mase1 ant vl0 aglPe eaopll*pPPPPI /a ppm cc el P.Pawq aq Ana rmmdaPmPla Adan a MP Pa9H"rid •AIMOIA a°9eb'dP•DPAPZ44P PL•1 a PA I MMO N%OM&OJS ria aua 4191 atl salpuad INP;"TIM'm 1waa luau!aeaCaao nam woos'IS uada nag e10 mood ood pcqugn uogjr a.0 w 119 as 6I'a TOW o YVP aaPaa6=Pm pawbal a Pilaw am=oaaall.d jam maulda Pa•aagaoa Legal pap Pagra9P)4t1 alISV.P lappd agrmmdaea,mined.97iP idea v gamy t \o :aIPAISAa �.�rl\ -\v NIVbtl7 S2\ maim an ear Yy C'44 Fav lily t LLOZ/116'PaeO ee1M 'R 40-91OL9LOOM 'mN106 aoP hand Auedwoo Nauelnsul ueallauiv 9aunz =mart Aaeduro=awe! 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If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does net confer rights to the mail Rate holder In Neu of such endereem,rd(s). C°NTACV PREFACERMRSFIm85R INSURANCE SEANCES N • CSMIORNMCPNSSFF NNOO MVL7(p ILNL -1 ,xch SANFMNCEN,CA O4109 7.®REss: Win.'BaM00800115-713n34 WSURERISIPF10Nomp coVERAGE SAID ' 1193301.STNDGAWUE167/ INSURm A:2vM,An:ec Il/mum=Cowpony 96.135 wpDREna•NTA NO SUy CNmmYnn NA NR 2055 Dav^4w Way San9asq.CA 144132 gamut°:American Zurrd Immo,company .10141 I14Sg1iER E: POORER F: COVERAGES CERTIFICATE NUMBER: SEA434T123-03 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REOUHEMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WNT RESPECT TO PARCH THIS CERTIFICATE MAY BE SSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIED HERRN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND DONDRIDNS OF SUCH POLICIES UMTS SHOWN MAY HAVE BEEN REDUCED BY PND CLAIMS. 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ACORD 25 12014)01) The ACORD name and loge are registered(narks of ACORD • cliff' `deli, »rnintrotedd 1 Cn Office of Consumer Affairsd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration' 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/8/2017 DANIEL KELLEY 24 ST MARTIN STREET BLD 2UNIT 11 -- -- — - - - ---------- MARLBOROUGH, MA 01752 ----.._.....----- Update Address and return card.Mark reason for change. Address ^ Renewal Employment (0 Lost Card 1L4IMae of Consumer AffairsC Business Reguisuon License or registration valid for l adl.idol use only '-a l-' OME IMPROVEMENT CONTRACTOR beforethe expiration date. If found return to: :. Office of Consumer Affairs and Bueineu Regulation -":Registration: 165572 Typr. 10 Park Plaza-Suite 5190 Expiration: 3/B/2017 Supplement Crfd Boston,MA 02116 SOLAR CITYCORPORATION DANIEL KELLEY tt 3055 CLEARVIEW WAV SAN MATEO,CA 94402 Undersecre ury Not valitmithaut signature Massachusetts Department of Public Safety V Board of Building Regulations and Standards License CS 110253 Construction Supervisor DANIEL KELLEY 11 ROLLINOWOODS RDA* NUB�BBAROSTON MA OU$2 . ' 4=A CA-- Expiration. CoAlmissioner 12/0112019 �. Ito i(0 fie filo,,,f! a/// o/ C'(/(.i.;uc//lie/li 1C'-- Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Type: Supplement Card SOLAR Cm 'CORPORATION Fie tion: 186572 24 ST MARTIN STREET BLD 2UNtT 11 ExpiraExpiration: 03107I2019 MARLBOROUGH,MA 01752 Update Address and return card Mark reason for change. AO 364.'' n Add--._^ ❑Rencu.a! n Employment n Lost Card office of Consumer Affairs a Business Regulation ^—p HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Supplement Card before the expiration date. U found return to: ReglBkatlart ExpireIlo0 Office of Consumer Affairs and Business Reputation 160572 03/07/2019 10 Perk Pima-Suite 5170 SOLAR CITY CORPORATION Boston,9,nmea-nx MMA 02116 //,J/ JAMES OIPAOUA R-CnC.h f--- 7 e 0tSAN305S CLMATEO,IEWCA 1o2t-Jot valid without signature SAN MATEC,CA 84402 Undersecretary Q Version#67.5-TBD � � . SolarCity June 22, 2017 -y OFA{,r59 RE: CERTIFICATION LETTER 7'�,7j Cts v MARCUS CA Project/Job # 0102715 l,'�� 144NNI w Project Address: Gillespie Residence �,29979 185 Cardinal Way Northampton, MA 01062 0 9hi/STEllk�.`'� AHJ Northampton i .. rCNAL="' SC Office Springfield /7 _ � - r. i_ ,i 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, Partially/Fully Enclosed Method - Ground Snow Load =40 psf - MP2: 2x8 @ 16" OC, Roof DL= 10.5 psf, Roof LL/SL= 28 psf(Non-PV), Roof LL/SL = 15.52 psf(PV) - MP3: 2x8 @ 16" OC, Roof DL= 10.5 psf, Roof LL/SL= 28 psf(Non-PV), Roof LL/SL = 28 psf(PV) - MP4: 2x8 @ 16" OC, Roof DL = 13.5 psf, Roof LL/SL= 28 psf(Non-PV), Roof LL/SL = 15.52 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.22424 < 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. Sincerely, Marcus Hann, P.E. Professional Engineer Marcus T: 888.765.2489 Hann email: mhann@solarcity.com Version#67.5-7BD *,_tSolarCity. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever V-V Spacing i Y-V Cantilever Configuration Uplift DCR MP2 69" 29" 41 NA Staggered 41.2% _._ MP3 69" _ 41" NA Staggered 36.9°/0 MP4 64" 41" � NA Staggered 41.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP2 98" 21" 62" NA _ Staggered 46.7% MP3 98" 1]" 62" NA Staggered 41.9% MP4 62" NA Staggered . 46.7% illa= Strac'ture Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP2 Stick Frame 16"O.C. 37° Member Impact Check OK MP3 Stick Frame 16"O.0 22° Member Analysis OK MP4 Finished Attic 16"O.C. 37° 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. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 10.22 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal I Yes Roofing Material Comp Roof Span 3 A(InA2) 10.88 Re-Roof No Span 4 Sx(in.A3) 13.14 Plywood Sheathing Yes Span 5 Ix(InA4) 47.63 Board Sheathing None Total Rake Span 14.25 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rafter Slope 37° PV 2 Start Fb(psi) 875 Rafter Spacing 16"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 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.25 13.1 psf 13.1 psf PV Dead Load PV-DL 3.0 psf x 1.25 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LL/SL's' 40.0 psf x 0.7 I x 0.39 28.0 psf 15.5 psf Total Load(Governing LC) TL 41.1 psf 32.4 psf Notes: 1. ps= Cs'pf; Cs-roof, Cs-pv per ASCE 7[Figure 1-2] 2. pf=0.7(C,)(C3(Is)pg; 4=0.9,C,=1.1,Is=1.0 Member Analysis Results Summary Governing Analysis Pre-PV Load(psf) Post-PV Net Impact Result Gravity Loading Check 41.1 32.4 -21% Pass ZEP HARDWARE DESIGN CALCULATIONS - MP2 Mounting Plane Information 1 Roofing Material Comp Roof Roof Slope 37° Rafter Spadng I I 16"O.C. Framing Type/ Direction Y-Y Rafters PV System Type SolarCity Selc14ountTM Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount Tvoe C Spanning Vents No Wind Design Criteria Design Code IBC 2009 ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph i Fig.6-1 Exposure Category I C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14AIB Mean Roof Height I h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure ExposureK, 0.95 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)(Krt) (Ktl)(V^2)(I) Equation 6-15 16.7 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 Fig.6-11B/C/D-I4AIB Design Wind Pressure p p =qh(GCp) Equation 6-22 Wind Pressure Up Poo -15.8 psf Wind Pressure Down Pwowm 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -262 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capadb/ DCR 41.2% I X-Direction `f-Direction Max Allowable Standoff Spacing ' Portrait 48" 62" Max Allowable Cantilever I Portrait 21" I NA Standoff Configuration ! Portrait i Staggered Max Standoff Tributary Area Trib J 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual I -298 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR I 46.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horhontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 9.83 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(M^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 11.85 ft TL Den'n Limit 120 Vaulted Ceiling No PV 1 Start 0.75 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.67 ft Wood Grade #2 Rafter Slope 22° PV 2 Start Fb(Psi) 875 Rafter Spacing 16" 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) 1 510,000 Member Loading Summary Roof Pitch 5/12 - Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.08 11.3 psf 11.3 psf PV Dead Load PV-DL 3.0 psf x 1.08 3.2 psf Roof Live Loadi RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SLL1 40.0 psf x 0.7 I x 0.7 28.0 psf 28.0 psf Total Load(Governing LC) TL 39.3 psf 42.6 psf Notes. 1. ps =C5*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(CO(CO)(Is)p9; Ce=0.9,Cs=1.1,15=1.0 Member Analysis Results Summary Governing Analysis Max Moment I 0 Location Capacity DCR Result (+) Bending Stress(psi) I 604.7 6.1 ft 1,388.6 44% Pass ZEP HARDWARE DESIGN CALCULATIONS- MP3 Mounting Plane Information Roofing Material Comp Roof Roof Slope 22" Rafter Spacing 16"O.C. Framing Type/ Direction V-V Rafters PV System Type SolarCity SleekMountr" Zep System Type ZS Comp Standoff(Attachment Hardware) Com D Mount Tvoe C Spanning Vents No Wind Design Criteria 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-I4A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 6-3 Topographic Factor K,r 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(1(z)(Krt)(Kd)(VA 2)(I) Equation 6-15 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up Poor -14.6 psf Wind Pressure Down Prdov.m 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual I -235 lbs Uplift Capacity of Standoff T-allow i 637 lbs Standoff Demand/Capacity DCR I 36.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48' 62" Max Allowable Cantilever Portrait 17 NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib I 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -267 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR 41.9% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang Actual W 1.50" Roof System Properties Span 1 14.17 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A(in^2) 10.88 Re-Roof No Span 4 Sx(in.^3) 13.14 Plywood Sheathing Yes Span 5 Ix(in^4) 47.63 Board Sheathing None Total Rake Span 17.74 ft TL De19'n Limit ' 120 Vaulted Ceiling Yes PV 1 Start 6.50 ft Wood Species SPE Ceiling Finish 1/2"Gypsum Board PV 1 End 13.00 ft Wood Grade #2 Rafter Slope 37° PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing 1 Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.25 16.9 psf 16.9 psf PV Dead Load PV-DL 3.0 psf x 1.25 3.8 psf Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LL/SLIa 40.0 psf x 0.7 I x 0.39 28.0 psf 15.5 psf Total Load(Governing LC) TL 44.9 psf 36.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CJ(Is)pg; 4=0.9,q=1.1,15=1.0 Member Analysis Results Summary Governing Analysis 1 Pre-PV Load(psf) Post-PV Net Impact Result Gravity Loading Check i 44.9 36.2 -19°/o Pass ZEP HARDWARE DESIGN CALCULATIONS - MP4 Mounting Plane Information Roofing Material Comp RoofI Roof Slope 37° Rafter Spacing 16"O.C. Framing Type/ Direction V-Y Rafters I PV System Type Solaraty SleekMounr Zep System Type ZS Comp Standoff(Attachment Hardware) Comp Mount Type C Spanning Vents No Wind Design Criteria Design Code I IBC 2009 ASCE 7-05 '• Wind Design Method I Partially/Fully Enclosed Method I Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category I I C I Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height I h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 6-3 Topographic Factor IQ 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)(Kit)(Kd)(VA2)(I) Equation 6-15 16.7 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 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up Num -15.8 psf Wind Pressure Down prew,nl 14.6 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction 'Max Allowable Standoff Spacing I Landscape 64" 41" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 18 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -262 lbs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR - 41.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 62" Max Allowable Cantilever Portrait 21" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff 7-actual -298 lbs Uplift Capacity of Standoff T-allow 637 Lbs Standoff Demand/Capably DCR 46.7% SC325 SoiarCity ELECTRICAL AND MECHANICAL CHARACTERISTICS J l ELECTRICAL DATA MECHANICAL DATA Vore power, II .e /.Ln./,Er less panels . F, Type l � Yj� v xm. I cvl II !Emma ISI E X 7 ff TEMPERATURE CHARACTERISTICSen 2.,-,t ,,,,.e. r. ' AT NOCTI(NORMAL OPERATING CONDITIONS) I / " El "" .. 1 .12 Fn,, ..«°„AA ,t � I 11 AT LOW IRRADIANCE „0%, I With a sunlight to electricityMore power per panel sec°°e-e 9 sect Our J 2SW panel generates 20%more power than a standard . , .own i. wl ,- a 270W panel. ..°” ,� ° •"". , .. DEPENDENCEIRRADIANCE conversion efficiencyof over 19.4% I l the panel ranks amongst the More energy every year "`;° ON More yearly energy(kWh)compared to other panels as they perform .nnnwn. highest in the industry. That means better be heat. N°° - - °° our panels can harvest more Outstanding durability six wNmore than 2oadditionalL t performedb a what LIMITED 10 year,` °nom'"' energy from the sun, which meansw . m currently mandated thesepanels fa,exceed industry standards wARRApicy 25 years f .om — — ° it takes fewer of our panels to ya More Y P power your home. Plus, they ManufacturedPanasonic for s lar y.thepanel uses MATERIALS d. ote..t,e.. , \ A\ Heteroiunction cellt n gv which adds a layer of thin film Saloon , e. at ueedna„ generate more power output lop f highefficiency cyslalrneslicon da,xm° m -M AVS\ during the hottest times of the day, Lead-ngwaranty ���� Our panels rank among the best in wt coverage -- ° even in warmer climateswall workmanship[hit extends to 15 years a CAUTION- ,e r..3d the installatruemeed e,,.mny bete,0„iite the products "°H ® c c e Nye°n SolarCity solar - . . z til solar - . . z SolarEdge Power Optimizer - Zep CompatibleTM N Module Add-On For North America P400-ZEP SolarEdge Power Optimizer - 2 _._ P300-ZEP(for 60-cell PV modules) P400ZEP(for72696cellmodules) INPUT Rated Input DI. p du 360 400 W Zep CompatibleTm Module Add-On I— Absolute Maximum InputVoltage(Vocetlowe 48 aD Vdc tem For North America P300-ZEP, P400-ZEP CL T Op g Range ft4N 880 Vdt O Maximum ShortC Current OH' 1U 101 Ade Maximum C DCI Input nl U.S 12.63 Adc Int 4 ,v Meximum IR cY 955 % ',,.....t.e ° ,O44,02. T 5 y5 Weighted im go 9Re / - >� 5 t 4 - asd onverta Category n t3 '*a PG n' K' t Z �`sf LU OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER).. j. `y. ""It' . M un Output C 1. • .{n Y41 `.* t. 3 'I..+ ,' 4{ MaXieltIM Output Vlag 60 VtlC ,K p 4; OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) nv d ry O 44eeyf F Voltage per nowt OPCm rer _-.L _-. _.. Vtic STANDARD COMPLIANCE CL LMC FCC P , Ia Class R. 110610006-2,11(9100063 Safety IrCe2109 1 ass IISafetv),ULll41 ti w Rollo Yes INSTALLATION SPECIFICATIONS te A 1° MaximumAllowedSy. V 1000 Oct( f - Deeerraore including now log or ke. (WxlxN) Ieft x t96x27 5/S a]]1x 1.00 118 196e 35/Sx]➢1x 1.39 mm/In ll8x 1552x a;/ olmer: , sax hdngmou ig bracket VJxtx1¶ 12ae]szs➢ a/srv9]x LOa S x15 97x 13] mm/In 'f Weight(mc lotting obitcs end mountngbreckeO >l0/l6 840/19 kg/Ib 1 + o Input[ nmeta MCAC^np lithe. Output Connector Double Insulated;MC4 bmpanble outeutWre lerith 11.95/3.0 12/39 m/ft Operating tern praline Range 40-+85/ 404185 'C/.F .. !` m Protection eadny IP68/NEMA 6P Relz Ye Humidity 0.loo % r � PV SYSTEM DESIGN USING A SINGLE PHASE SINGLE PHASE THREE PHASE THREE PHASE SOLAREDGE INVERTERI'I HO-WAVE 208V 480V MinInturri String Length(Powei opnnursl a 10 1R Compatible with Zep Groove framed modules Maximum Siring Length(Power opt n ,.r,) zz 23 SO 5700(6000 with Maximum Power per String 5E1600H USI 5250 6000 17750 W — Certified ZepCompatibleNA bracket - Mitigates all types of module mismatch losses,from A. Attaches to module frame without screws-reduces on-roof manufacturing tolerance to partial shading Parallel Strings of Different length,.or Yes onentadons labor and mounting costs - Flexible system design for maximum space utilization - - - - - - Power optimizer equipment grounded through the bracket - Next generation maintenance with module-level monitoring ""°'°ni1r° ^u�•�r-���� •o, .ewu.�.-.e�..�ne,.n.aem..w.�w.r.,.�a,„.,,e,�. - Up to 25%more energy - Module-level voltage shutdown for installer and firefighter A. Superior efficiency(995%) safety CE 0 cip solar - . . Single Phase Inverters for Norm America solar • • z CC SE3000A-LIS/SE3800A USl SE5000A US I SL6000A US; lJJ SE/30031-USI SE10000A-US'SE11400MUS SE3000A US SE3800A-V s U AS 5E 0A'US A-US SolarEdge Single Phase Inverters OUTPUT il N d P 00 000 9"(99 0980 W WL400 VA p01 NMO For North America LU M' ALP 5 °";p°00008 1r 0 °a 0 '110 °°° A(783338 VAL lue 7.331 Nor 1 IA e5 SE3000A-11S/SE3SOUA-US! SE5000A-USI SE6000A-US/ 5 ete n M . S E7600A-US/SE10000A-US/SE11400A-US A7 I ,,, N, Mn. 4p 94, ,,, 24 Ft„„ a o9v stis„w mn=.,mr les 2@�24pv 2F mr24°v 17 A Fv m. Mold I A Utility AAASIZA AIS 14.drop No toe lion [or inty rg ,la r., n, INPUT x rn t • un 4030 WOO 5750 W �.e ,3500 X3.0 W F c Jy!1''r46 E5/�. Icy mor IA A IfilAmuiltiPLE 1M hx 1"pu r Volt an. tuo veld W 'k U°ArAs i' Nolo x20317./5'Lrz c k-Pd r ( 9 0:7°8° 31 3 AP,,kW °t$+= Mx. ,k L. 3.5 Lt24ov 341'824 v Ins ner Mrh top et Short I ire pit I um t 4i Adr M• xm a Llrrmry 98.2 98.3 083 /A 69 LECWeirht lthwer 3 ° i g. O)0M 9... JLv 00)2407. 0 . .. • I -H c4 W . ' Strom ADDITIONAL FEATURES ..I,ra XVna1 .1.fLP � L mul i ue 1 3.1 (93"97717C' ,Lnl]M1 a .) 469012 Vet ttl STANDARD COMPLIANCE VI 1741 ,17.11 .L OB LSA X22 i els 111.13541 r k� motionspart,CI„ E yk INSTALLATION SPECIFICATIONS m Ptuytw I. t/ / W 151 F1 / -4n/ 3l / e / iii nt / • era, 30 nl/[all/D la4 OL ./ m/ Wo L11 4)/M2 9. . 01 Ib/k9 A rime intro x ... ` - Co 1u4. N.el or il 1 op,mon ron oternul Ln-lu .pFrteuMrl The best choice for SolarEdge enabled systems f0,0,,. a Specifically designed to work with power optimizers . elleA n�nE.m,mml • Integrated arc fault protection for NEC 2011690.11 compliance .rxrt"• mnn0/ 21.to if 0 1' no viler o atillor9 I 1 c a Rapid shutdown for NEC 2014 690.12 FI rope. • Superior efficiency{98%) °i•ru'mon titlou Nw.ma • Small lightweight and easy to install on provided bracket ff Built-in module level monitoring ' - ie,v t, ,. — Internet connection through Ethernet or Wireless — Outdoor and indoor installation ▪ Fixed vIt g rter,DC/AC conversion only • Pre-assembled S fety Switch for faster nstallahon • Optional revenue graded data,ANSI 02,1 0i [5:=111ROHS WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC)(INV) Per Code: Per Code: Per Code: ELECTRIC SHOCK HAZARD NEC ELECTRIC SHOCK HAZARD NEC 690.31.G.3 690.17.E NEC 690.35F DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ( ) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZED AND INVERTER IS IN THE OPEN POSITION MAY BE ENERGIZED I DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: (INV) PHOTOVOLTAIC SYSTEM MAXIMUM POWER-_n (DC)(INV) EQUIPPED WITH RAPID Per Code: POINT CURRENT(Irnp) Per Code: SHUTDOWN CEC 690.56(C) MAXIMUM POWER- POINT VOLTAGE(Vmp) NEC 690.53 MAXIMUM SYSTEM — VOLTAGE WOO) SHORT-CIRCUIT-A CURRENT(ISIS Label Location: WARNING (P01) Per Code: INVERTER OUTPUT CONNECTION NEC 690.64.8.7 Label Location: DO NOT RELOCATE WARNING (DC)(INV) THIS OERCURRENI DEVICE Per Code: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NEC 690.5(C) NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED Label Location: CAUTION (D)(P01) PHOTOVOLTAIC SYSTEM Per Code: CIRCUIT IS BACKFED NEC 690.64.6.4 Label Location: WARNING (DC)(CB) ELECTRICAL SHOCK HAZARD Per Code: DO NOT TOUCH TERMINALS NEC 690.17(4) Label Location: TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED CAUTION (P01) IN THE OPEN POSITION DUAL POWER SOURCE Per Code: DC VOLTAGE IS SECOND SOURCE IS NEC 690.64.6.4 ALWAYS PRESENT WHEN PHOTOVOLTAIC SYSTEM SOLAR MODULES ARE EXPOSED TO SUNLIGII f Label Location: PHOTOVOLTAIC POINT OF (P01) Label Location: INTERCONNECTION Per Code: PHOTOVOLTAIC AC (AC)(P01) WARNING ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 (AC):AC Disconnect Per Code: HAZARD. DO NOT TOUCH ( C)Conduit DISCONNECT TERMINALS TERMINALS ON NEC 690.14.C.2 BOTH I HE LINE AND LOAD SIDE (CB):Combiner Box MAY BF ENERGIZED IN THE OPEN (D): Distribution Panel POSITION. FOR SERVILE (DC):DC Disconnect DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. (IC): Interior Run Conduit Label Location: PV POWER SOURCE (INV): Inverter With Integrated DC Disconnect MAXIMUM AC — A (AC)(P01) MAxuruna Ac _A (LC): Load Center OPERATING CURREN Per Code: OPERATING CURRENT MAXIMUM Ac MAXIMUM Ac (M): Utility Meter OPERATING VOLTAGE _ v NEC 690.54 OPERATING VOLTAGE V (POI): Point of Interconnection COIRDENRAL— ME INFORMADON HEREIN CONTAINED SHALL NOT BE USED FOR 10143055 ae,rvww way ME BFNmI OF ANYONE EXCEPT SOIMgtt INC..NOR SHALL IT BE DISCLOSED 'els,n Mateo ca 91102 IN WIDE OR IN PART TO OTHERS WTSOC ME RECIPIENT'S CRGANIIAMM, Label Set T{650)638.1020 91650)630.1029 EXCEPT IN CMNECRON WM TIE SALE MID USE OF ME RESPECDI£ .nP SolarCity 1088 Wltm(76532989)wwwsdarcity mm SMARMY EWPMENT, WMOJT ME WRITTEN PERMISSION Or SgfMCITY INC. 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TM psa‘ 590004 st ¢ahpNbmhomen(22/2Ov PIEPOC GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE 30ND (N) AB GEC TO (E) LIFER AT PANEL Panel Number:LC230EC Inv 1: DC Ungrounded INV 1 -(1 SOLAREDGE 1I SE7600A-US002SNR2 LABEL A -Q8)SolarCity Standard jSC325 WTH IRREVERSIBLE CRIMP Meter Number:14826803 Inverter; 7600W, 240V, 97.52; w/United Disco and ZB, RCM, AFC' PV Module; 325W, 306.5 PTC, 40MM, Blk Frm, MC4, 600v, ZEP, 96-C Underground Service Entrance INV 2 Voc: 69.6 Vpmax: 57.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER nE 200A MAIN SERVICE PANEL E 200A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 200A/2P Disconnect `^J SOLAREDGE f R,.., I [ MP 2,3,4: 1X12 SE7600A-US002SNR2 }b- or Y �' / EGG (E) LOADS A p LI I ,CE°I l r— 1 � e— DC. 1 [70, ' l 1 c. . n, �o o�/ 40A/2P EGG; DC' � � ----Zt`-CN0/__ Q EGECGO i� y� DC - c MP 2: 1x16 1 L . N I (1 ARMCO Kit; 3/4.EMT ='b ccEcacw_T LI L GEC 42 TO 120/240V SINGLE PHASE UPLIFT SERMCE III y PHOTO VOLTAIC SYSTEM EQUIPPED WTH RAPID SHUTOOMI Voc* = MAX VOC AT MIN TEMP POI—(I MURRAY i MP240 PV BACKFEED BREAKER �E —0 )CII_PER-HAMMER R 06222URe Qa$aARmcE/P400-svM4u2M Breoka 40A/2P, 2 Spores A DamnineI1ct BCA, 24OVaa, Nm—Fusibl<,NEMA 3R AC PV POMN6ox oplim¢erAO0W, ZEP DC -(1 XPwnd/NAw6dP Kit fi-100A General Duty(DC) n (I)AMG 16, Solid Bore Copper -(I) I,(N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL 'FLECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE _. _. (l )AWG 14 1HMH-2, Mae _.... _... I (1 Awe jO,PV Mire,600V, Woe Vac* =500 VUC Esc =15 ADC O W 0 AMG RB, THM14-2, Red 1 O F(IAwc 16, solid Bore copper EGO Vmp =350 Ver Imp=11 ADC I (1 )AMG RI). MMN-2. Mite NEUTRAL Vmp =240 VAC Imp=32 AAC II/Conduit Kit; 3/4'PIT -(1 AMG/B. TH11.1-2, peen ECC/GEC-(1)Conduit Kit; 3/4'EMT �T(2)AMG RIO,PV Mire,60V,Block Voc* =500 VOC Isc =15 ADC �i1 2 EF(1(1)AMG/6, Solid Bore Copper EGC Vmp 350 VDC Imp=14.66 ADC FFFI�I POMlt 1St 3/4'EMT CMHCCNRAL- THE INFORMARON HEREIN AB NOWT JB-0102715 00 PP°pg F/AXW. °fes°p` nmRk CONDONED SNAIL NOT BE U63)FOR THE JAMES GILLESPIE fames gillespie RESIDENCE Rahul PurushothamaD BENEFIT Of ANYONE EXCEPT All ARaTYINC, 1101.01M0rrsrtM: N 185 CARDINAL WAY 9.1 KW PV ARRAY T � s L n NOR SHALL n BE DISxoscl w AMU In ZS Comp V4 w Metal-Flashing PLAIT ITOZ OTHERS CUFT PI PIE EGnONEmirs1 Imp NORTHAMPTON, MA 01062 THHE SALE CN, USEEOF NECN"ECCM MM THE BAIT .oro USE T, THE RESPECTIVE AR (28) SolarCity Standard #SC325 SIXAR°TY EOF SOLAR, XT INC. ME NRITIEH NwR1tA, P11£NNE: SHEET: REV: GAIL PERMISSION of s°ARMIr INC. SOLAREDGE # SE7600A-US002SNR2 THREE LINE DIAGRAM PV 6 6/22/2017 SEE SEPARATE PAC<ET FOR STRUCTURAL CALCULATIONS. CSS C NNAL - MEI+EEa�Anw„DI;,N J8 ate US-Cl02715 00 ` `o t "�'°�"" (OX 917.18E0SalNOT unFIN JAMES GILLESPIE fames gillespie RESIDENCE Rohut Purus+mmamoo T S WIWI Of ANo,E r¢Pt W_1T,K. IN].IIIL 511EL ZS Comp V4 w Alelcl-Flashing *co sou-'T�015ROO°1 M1d1 eR'N 185 CARDINAL WAY 9.1 KW PU ARRAY FTO 01105 alSa ME Ateraf5 -- oueAro:Anm, EKIPI w COMMIX 8111 NoxAis — NORTHAMPTON, MA 01062 W.i ME SALE Ano ust a INE RESEcnSL (28) SolorCity Standard 4SC325 FAQ NNE WET REV YNMIR[WNW.'Mal Mt van[N FtN�wcx a wunurt Mc. OLAREUCE p SE7FUOA-US(1025NR2I UPLIFT CALCULATIONS EV 5 6/22/2017 kk Ssq HANN 'J No 29919` ® / 1 - (E) LBW �^ T c l 1 T. 1♦;i4111111 � 4" p 10,-3" Cr, SIDE VIEW OF MP3 NTS I1 (E) Lew MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STAMPED & SIGNED FOR ( SIDE SIDE VIEW OF MP2 NTS LANDSCAPE 64" 24" 41" 0" STAGGERED (\ PORTRAIT 48" 17" R62"An z9s 0"PITCH z STRUCTURAL ONLY MP2 X-SPACING X-CANTILEVER Y-SPACING V-CANTILEVER NOTES ORAFTER 2x8 @ 16"OC ARRAY AZI 245 PITCH 22 STORIES'. 1 LANDSCAPE 64" 24" 41" 0" STAGGERED C.]. 2x6 @16"OC Comp Shingle PORTRAIT 48" 21" 62" 0" X ANDY ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. ROOF AZI 155 PITCH 37 X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. RAFTER 2X8 @ 16"OC ARRAY AZT 155 PITCH 37 STORIES: 2 c.3. 2x6 @16" OC Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 0 OauAR 5/16" BOLT WITH INSTALLATION ORDER �� �C xxa MALL FENDER WASHERS LOCATE RAFTER, MARK HOLE ® / ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT �s/ ZEP ARRAY SKIRT (6) -. HOLE. II 4) 2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C ���`�� (3) INSERT FLASHING. A E_r - - (E) COMP. SHINGLE nwunimmrim a- amma�� i D (E) I : � Mal (\) PLACE MOUNT. OSIDE VIEW OF MP4 NT (E) ROOF DECKING 5 INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER MP4 N" STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES i LANDSCAPE"w k,nv,�, Fr VSEz. 2-CANTILEVER gym" WITH SEALING WASHER (` INSTALL LEVELING FOOT WITH sari"x BOLT & WASHERS. ruFrER z.e aD ls« Aaa"rZip aID l5! "Nre: z (2-1/2" EMBED, MIN) 2124D 2 222 ALWAYS R2LA2222 22 2112 h�,ye",N., , ...N,w (E) RAFTER XISAPPOSSGAfEPCPNE2(2AL�R, w: / 1i STANDOFF \-__../ J Scale: 1 1/2" = 1' CONFIDENTIAL JB-0102715 00 ..4. 2 MR HERON GILLESPIE fames gillespie RESIDENCE Rahul Parashothaman TE- 5L n_ BENEFIT Of ANYONE EXCEPT Sp.WCO INC., MOLN1x1O MID. NOR SHALL IT BE DISCLOSED IN MOLE OR IN ZS Comp V4 w Metal-Flashing 185 CARDINAL WAY 9.1 KW PV ARRAY PART TO OTHERS W90E ME RECIPIENTS MIMES: NORTHAMPTON, MA 01062 ORGANIZANDN,EXCEPT IN ODNNEC1ION MIH ROE SALE AND USE OF NNE RESFECIIW (28) SolarCity Standard #SC325 PAR ME: WEN AEY ORIF: V ARQiY FOMENT, MTNWT ME AMEN PERMSSIONamw l an INC. SOLAREDGE # SE7600A-USOO2SNR2 STRUCTURAL VIEWS PV 4 6/22/2017 J. ...�IIIFAie,\ AC r:7:71,>-- SiN s / CMP2 AZIMUTH: 155 ARRAY AZIMUTH: 155 A MARCUSMATERIAL:Comp Shingle STORY: 2 Stories Icxx ) HANN T iH `D Ni p MI PITCH:22 RARRAY PITCH:22 No.2Wjgtp - MP3 AZIMUTH:245 ARRAY AZIMUTH:245 � , MATERIAL:CompShingle STORY: 1 Story la1QO 9FG(STE°0,¢c4' W�� PITCH: 36 ARRAY PITCH:36 ass/CNAL L"� a Ea n® MP4 AZIMUTH:246 ARRAY AZIMUTH:36 /r / Mr MATERIAL Comp Shingle STORY: 2 Stories y: , . F� 1101.1a STAMPED & SIGNED FOR STRUCTURAL ONLY Front Of House Marcus DINHn=Ma r^eN Hy NU¢uc Hann DN cn=Ma,cui Hann, maibmnannAATL.c us. ou�DOSE{r-ANTL c=US, Hann Dale' ,.06.22.2736-0PGG LEGEND ■ �." �.� Q (E) IN UTILITY METER & WARNING LABEL ® INVERTER W/ INTEGRATED DC DISCO illa I & WARNING LABELS E� DC DISCONNECT & WARNING LABELS ' ® FR AC DISCONNECT & WARNING LABELS p NJ•li� Q DC JUNCTION/COMBINER BOX & LABELS B Q DISTRIBUTION PANEL & LABELS Ca 0 LOAD CENTER & WARNING LABELS n o Q N O DEDICATED PV SYSTEM METER a (E) DRIVEWAY o 0 RAPID SHUTDOWN o I T STANDOFF LOCATIONS ,,... CONDUIT RUN ON EXTERIOR --= CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED r,7. INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' W e o 1' 8' 16' le e _im S • CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: JB-0102715 00 PREMISE NM DESCRIPTION DESIGN. CONTAINED SHALL NOT BE USED FOR ME JAMES GILLESPIE james gillespie RESIDENCE Rahul Purashothaman _ T = 5 L . BENEFIT Or,ANYONE EXCEPT SWROTY INC, FIGURING STAN - NOR SHALL IT BE DISCLOSED IN *OLE OR IN ZS Comp V4 w Metal-Flashing 185 CARDINAL WAY 9.1 KW PV ARRAY PART TO OTHERS OUNCE THE RECNeITS ORGANIZATION,INCEPT w CONNECTION MN "MS: NORTHAMPTON, MA 01062 NE SALT AND USE OF THE RESPECTIVE (28) SolarCity Standard #SC325 SCUROTY EQUIPMENT,INTIM THE WRITTEN x19aER PAG:NNE' SNRT: RN DAM PERMISSION Of sauRaTr INC. SOLAREDGE # SE7600A-US002SNR2 SITE PLAN PV 3 6/22/2017 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 ND BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH 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 HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. • I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(6). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING 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 B. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY 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 UNE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WTH 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 PV1 COVER 3R NEMA 3R, RAINTIGHT 8'tts 9Tt Rd PV2 PR PERTYEET PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTESPV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM • M 1. ALL WORK TO BE DONE TO THE 8TH EDITION .. i,t Cutsheets Attached GEN #168572OF THE MA STATE BUILDING CODE. ELEC 1136 MR 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS ono DATE COMMENTS UTWTY: Notional Grid USA (Massachusetts Electric) GO: Ogle CONADENRAE- THE IECNMARCRA HERHN .MB NUIHR JB-0102715 00 PRE,.g OMER int DESIGN, SHALL HOT BE USED FOR NE JAMES GILLESPIE jamas gillespie RESIDENCE Rahul Pumshothamon T 5 L n NOR�TAiL IT "asci DIN MOLE aML, 1ZS Comp 185 CARDINAL WAY 9.1 KW PV ARRAY PART TO OTHERS WTSWE THE REOFENYs ZS Comp V4 wMetal-Flashing ORcnwunaN.ExCEPT w CONNECTION MTH MOMS: NORTHAMPTON, MA 01062 THE SALE AND USE Of DIE RESPEC1PWE (28) SolarCity Standard #SC325 SHEET: AFF DATE EWPMENT. "A1HOUT THE NWTTEN MEM: PAGE NILE: PERMISSION OF saARatt INC. SOLAREDGE SE7600A-US002SNR2 COVER SHEET PV 1 6/22/2017