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17B-013 (5) 384 BRIDGE RD BP-2016-1227 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17B -013 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 PANELS BUILDING PERMIT Permit# BP-2016-1227 Project# JS-2016-002110 Est. Cost: $19000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 9408.96 Owner: DAWSON-GREEN TRACY Zoning: Rl(100)/RR(100)/ .Applicant: SOLAR!qITY CORP AT: 384 BRIDGE RD Applicant Address: Phone: Insurance: 604 SILVER ST (974)215-2369 O Workers Compensation AGAWAMMA01001 ISSUED ON:4/21/2016 0:00:00 TO PERFORM THE FOLLOWING WOMINSTALL ROOF MOUNTED 7.54 KW SOLAR ARRAY 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 CITE'OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy §ignature: FeeType: Date Paid: Amount: Building 4/21/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1227 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (978)215-2369 Q PROPERTY LOCATION 384 BRIDGE RD MAP 17B PARCEL 013 001 ZONE RIO 00)/RR(100V THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATI N CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Ty Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 7.54 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure _B_uildinyPlans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON T,IIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) (/PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Dela y � Si re of Buildin fficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board;of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Department use only ity of Northampton Status of Permit: r uilding Department Curb Cut/Driveway Permit APR 19 2016 212 Main Street Sewer/Septic Availability NollRoom 100 Water/Well Availability hampton, MA 01060 Two Sets of StruoturalPlans DEBT C'r wOn NA,.,. X13- 87-1240 Fax 413-587-1272 Plot(Site Plans Other Specify- APPLICATION pecifyAPPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Prooertv Address: This section to be completed by office 38�13ridge Rd Map Lot unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Tracy Dawson-Green 386 Bridge Rd,Northampton MA 01062 Name(Print) Current Mailing Address: 413-522-0343 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name(Print)-- Current Mailing Address: 978-215-2367 ignature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 6,0010 (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of 13,0010 Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) 19,000 Check Number This Section For Official Use Only Building Permit Number: ate Issued: i 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: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T 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. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) i New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [, ] Decks [ ] Siding[ ] Other F✓ Brief Description of Proposed Work: Install solar electric panels to roof of existing home,to be interponnected 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 6a. If New house and or addition to existina housina, iomalete the followina: 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 EN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PE MIT Tracy Dawson-Greene 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. 04/15/2016 Signature of Owner Date I, SOLARCITY CORPNICTORIA JUNCK as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORPNICTORIA JU K Print Name 04/15/2016 Signatur of O gent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder:SOLARCITY/CRAIG ELLS 107663 License Number 604 SILVER ST AGAWAM MA 01001 8/29/17 Address Expiration Date 978-875-1698 ignature �GG Telephone 9.Reaistered Home Improvement Contractor: Not Applicable ❑ SOLARCITY CORPNICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address-'` Expiration Date X�,Olxw/ Telephone 978-215-2367 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....... ❑ No...... ❑ 11 - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) 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 J The Commonwealth of Massachusetts Department of IndustrialAccidents _, Office of Investigations I Congress Street,Sr?rxite 108 Boston,AIS!02114-2017 Ivkim.massgo>tJtiia Workers'Compensation Insurance Affidavits B>u ilders/Cot>ttractors/E lectriciaus/Piumbters Applicanj tutor tion PIUM I"t'ttt Legibly Name(Business/Orgaatization/individual): SOLARCITY CORP Address:3055 CI.EARViEW WAY City/State%Zi :SAN MATEO,CA 94402 phone#:868-765-2489 Are you an employer?Check the appropriate box: Type of project(required): LN N I am a employer with 5000 4. Q I ata a general contractor and 1 6. Q New construction employees(frill and/or part-time),* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees 'These sub-contractors have g, 0 Demolition working for nae in any capacity. employees and have workers' [No workers'comp.insurance carne•insuraance,t �. ❑ building addition required,] S. C] We are a corporation and its 101-1 Electrical repairs or additions 3.❑ 1 am a homeowner dont ail work officers have exercised their 11. Plumbing g ❑ g repairs or additions myself [No workers' comp. right of exemption per MGs.. 12.[]Roof repairs insurance required.]t c. 152,§I(4),and we have no employees.[No workers' 13.9 Other SOLAR//FV comp.insurance required.] Any applicant that checks box 0 t most also till out the section below showingtheir workers'compensation policy infotsiation. t Homeowners who submit this affidavit indicating they are doing art work andithen hire outside contmeiorsmust submit a new affidavit indicating such. tContfactors tbd check this box trout attseltcd an additional sheet showing the some of the subcontractors and state whether or not those erriiiies have employees. it the sub-conirecion have omployeos,they must provide their %votkers'comp,policy ntmtbm J iron all earrployer that h providing workers'compensation In wrance for my enWfoyses. Relaw is the polky andJab site inforarrafialr. Insurance Company Name: Zurich American Insurance Company Policy ltorself--ins.Lie.ll: WC01$ 014"0 - Expiration€)ate• 09/01/2016 .rob Site Address: City/Statelxip: NIUAW hMM f A' Attach a copy of the workers'compensation policy declaration page(showing the polity number and exp€ration date). Failure to secure coverage as required under Section 25A oflV GL c. 152 can lead to the imposition ofcrhYtinal penalties ofa fate up to$1,500.00 andlor one-year imprisonment,as well as civil penalties in the form ofa STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to lite Office of Investigations ofthe DIA for insurance coverage verification. I ria Irerehyceritif y rnarlcr the galas artd emalties of per)etry 11MI Hie ill jarmatron provided above is true slid correct. ti.../--71 SiQaature Phone N: o,fflCial ase wily, Dn nol write in Ibis area,la be completed by city or fawn official. City or Town: iP'erinittLicense 4 Issuing Authority(circle one): 1.board of Health 2.Building Department 3.CitylTowo Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phoma;#; DATE(MM+OOrYYYYJ ,4 CERTIFICATE OF LIABILITY INSURANCE 0811712015- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT- BETWEEN THE ISSUING INSi1RER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK&INSURANCE SERVICES PHONE _ Fax _- 345 CALIFORNIA STREET,SUITE 1300 TALC flv.JERO _ �lA±�Ita1... CALIFORNIA LICENSE NO.0437153 E-MARL SAN FRANCISCO,CA 94104 DRESS;_ .. Attn!Shannon Scott 415 743.8334 DING COVERAGE 998301-STNT)-GAWUE-15-16 _ _ _,.....INSURER A:Zurich American Insurance Company 16535 INSURED...._- _. ........ _. INSURER B:NIA ... .. :NIA Solarcity Corporation + —--- 3055 Claatview Way INSURER C:NIA :NIA San Mateo.CA 94402 INSURER U:American Zurich insurance Company 40142 INSURER E INS URER F COVERAGES CERTIFICATE NUMBER: SEA-002713836.08 REVISION NUMSER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO NMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS- INSR -..----'--.._ ._.......... A66L SU OR...... . .. - _.---—.__—...-.— POLICY EFF POLICY EXP .--........ .._ ._ LT TYPE OF INSURANCE POLICY NUMBER MIDDJYYYY(Mw1DDIYYYY1 LIMITS A IX !COMMERCIALGENERALLIABILITYsGLQ01B2016-DO 00112015 ;09/01016 EACHOCCURRENCE S 3,000,900 DAMAGE TO RENTED ]CLAIMS-MADE !,X_..�OCCUR - ` PR�tpf3$ES,(Eaj occyrrencet__,. S .3,000,000 X SJR:$250,000 i + MEO EXP(Arty ons person! S 5,000 PERSONAL&AOV INJURY S 3,000,006 GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 6,000,000 PRO- 1 I ..... ._ ..._..... X 1 POLICY�. J JECT I.. (LOC PRODUCTS COMPIOP AGG S 6 DDD M0 OTHER: I is A AUTOMOBILE LIABILITY i8AP6182017-00 0910112015 •09M112016 COMBINED SINGLE LIMIT S 5,000,000 ffe e¢410011...... ........... .... ...... .._....._... X I ANY AUTO { BODILY INJURY(Per person) $ .{ALL OWNED .. SCHEDULED ! DULY X X BODILY INJURY aper acutlent} S ... AUTOS _.... AUTOS __._ _... .... ... .. .......... NCNIOWN OPERTY X MREDAUTOS .x.. AUTOS ED I ` 1P rwatl_entL MAGE.-....... S j COMPICOLLDED: S UMBRELLA LIAR I OCCUR EACH OCCURRENCE S EXCESSLIAB CLAIMS-MADEI - AGGREGATE f$ DED I I RETENTION S I S D WORKERS COMPENSATION *C0 182014•DO(AOS) 0910112015 09rxU2016 X I P R TH I AND EMPLOYERS'LIABILITY �.S.ATUTE-. .._ ER t.. -_.. .. ....... A ANY PROPRIHTORIPARTNEIVEXEOUTIV>: YIN N f A Z01112015-00(MA) D9"0112015 D9rx112016 i E.L.EACH ACCIDENT $ 1000,D00 OFFICERIMEMSER EXCLUDED? -" - -- IMandatory In NMI SWC DEDUCTIBLE::$500,090 I E.L.DISEASE-EA EMPLovE€ If yes,descriM under - I DESCRJPTION OFOPERATIONS DelvN ! EL DISEASE•POLICY LtMiT $ 1,000,000 f ` 3 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES JACORO 161,Additional Remarks Schedule,may be aNached H more space Is regsdredl Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SaiarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 CisaNiew Way THE EXPIRATION DATE THEREOF, NOTICE V@1LL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORI7913 REPRESENTATIVE Df Marsh Risk&Insurance Services I CharICS Marrnt)lejO ®1988-2894 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:352B52E9-6B8FAFFF-9EEB-OD3F4472ACBD SolarCity I SoiarLease Customer Name and Address installation Location Date Tracy Dawson-Greene 384 Bridge Rd 3/24/2016 386 Bridge Road Florence, MA 01062 Northampton,MA 01062 Here are the key terms of your SolarLease Agreement AWOM $0 $ IL AV @Ub 0a arbj Amount due at contract signing First year mcn oayment Agreeme m {Est.Price per kwl�F r-st ;$0.1717) IT Initial her _._ Initial her The SolarCity Promise os •We provide a money-back energy performance guarantee. '� •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. Initial here •We warrant all of our roofing work. os •We restore your roof at the end of the Agreement. •We warrant, insure and repair the System. __ .. __ .. .. ................ _ ............ ..... Initial her •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. j •The rate you pay us will remain fixed for the term of the Agreem6nt. •The pricing in this Agreement is valid for 30 days after 3/24/2016. Your SolarCity Lease Agreement Details Your Choices at the End of the Initial Your Prepayment Choices During Amount due at contract signing Term: the Term: $0 •SolarCity will remove the System at no + If you move,you may prepay the Est.amount due at installation additional cost to you. remaining payments(if any)at a $0 •You can upgrade to a new System with discount. the latest solar technology under a new Est.amount due at building inspection contract. $0 +You may renew your Agreement for up to Est.first year production ten (10)years in two(2)five (5)year 8,322 kWh increments. • Otherwise,the Agreement will automatically renew for an additional one (1)year term at 10%less than the then- current average rate charges by your local utility. 3055 Clearvieuv Way, San Mateo, CA 94402 1 888.765.2489 1 solarcity.com 1691466 SolarLease Agreement,version 7.1.3,February 15,2016 SAPC/SEFACompliant Contractor License MA FITC 168572/EI_ 1136MR Document generated on 3/24/201.6 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:352B52E9-6B8F-4FFF-9EEB-OD3F4472ACBD 22. PRIVACY/PUBLICITY I have read this Lease and the Exhibits in their entirety and I You grant SolarCity the right to publicly use,display,share, acknowledge that I have received a complete copy of this and advertise the photographic images, Project details, Lease. price and any other non-personally identifying information of your Project.SolarCity shall not knowingly release any personally identifiable information about you or any data Customer's Name:Tracy Dawson-Greene associating you with the Project location.You may opt-out (—DocuSigned by: of these publicity rights by giving us written notice and �rawSbtn.�-� twtt, mailing it to:SolarCity Corporation,Attention: Publicity Opt Signature: �C6A79F05C168438... Out,3055 Clearview Way,San Mateo,CA 94402. Date: 3/24/2016 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Customer's Name: YOU SIGN THIS LEASE.SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION Signature: OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,YOU MAY ALSO SolarLease Agreement CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. SolarCity 25. Pricing AM The pricing in this Lease is valid for 30 days after approved 3/24/2016. If you don't sign this Lease and return it to us on or prior to 30 days after 3/24/2016,SolarCity reserves the right to reject this Lease unless you agree to our then Signature: current pricing. Lyndon Rive, CEO Date: 3/24/2016 tLA ❑� �� SolarLease Agreement,version 7.1 3,February 1.5,2016. ew 1691466 Version#56.4-TBD SolarCity, April 14, 2016 RE: CERTIFICATION LETTER Project/Job# 0102053 Project Address: Dawson-Greene Residence 386 Bridge Road Northampton, MA 01062 AHJ Northampton SC Office Springfield Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C -Ground Snow Load =40 psf - MP1: Roof DL = 11 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP2: Roof DL = 11 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP3: Roof DL = 11 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP4: Roof DL = 11 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) 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. F��� Digitally signed by K RIUKI Sincerely, O ST UCTURAL u+ Humphrey Kariuki 0 No 51933 Humphrey Kariuki, P.E. Date: 2016.04.1418:39:20 GISTEa� Professional Engineer T: 443.451.3515 —04'00' Ssf email: hkariuki@solarcity.com N1 at -I 10< b. u.,8 10:8 i8 R$i SOL CITY C so ar,.it� -nrn Version#56.4-TBD SolarCity. HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR Mpi 64" 24" 39" NA Staggered 39.6% MP2 64" 24" 39" NA Staggered 39.6% MP3 64" 24" 39" NA Staggered 39.5% MP4 64" 24" 39" NA Staggered 39.6% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP3 48" 17" 65" NA Staggered 49.4% MP2 48" 17" 65" NA Staggered 49.4% MP3 48" 17" 65" NA Staggered 49.3% MP4 48" 17" 65" NA Staggered 49.4% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 200 Member Analysis OK MP2 Stick Frame @ 16 in.O.C. 200 Member Analysis OK MP3 Stick Frame @ 16 in.O.C. 181 Member Analysis OK MP4 Stick Frame @ 16 in.O.C. 200 Member Analysis 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. ';leaf' p4ay ,,n tAat; STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Prope ies Summary MPi Ho . ontal Member Spans Rafter Pro erties Ove hang 0.32 ft Actual W 1.50" Roof System Propmerties Spa 1 11.46 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Spa 3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 PI ood Sheathing No Spab Spa5 I 20.80 in.^4 Board Sheathing Solid-Sheathing Total Ra e Span 12.54 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 tart 0.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.83 ft Wood Grade #2 Rafter Slope 200 PV 2 tart Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 tart E 1400000 psi Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi Member Load ng Summary Roof Pitch 5/12 Ini al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0'psf x 1.06 11.7 psf 11.7 psf PV Dead Load PV-DL 3.0 sf x 1.06 3.2 psf Roof Live Load RLL 20. psf x 0.98 19.5 psf Live/Snow Load LL SL"' 40.0 Ipsf x 0.7 10.7 28.0 psf 28.0 psf Total Load(Governing LC I TL 39.7 psf 42.9 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p;; Ce=0.9,Ct=1.1,IS=1.0 Member sign S mma (per NDS Governing Load Comb CD CL CL - CF Cr D+ S 1.15 1.92 0.59 1 1.3 1.15 Member Analysisesults Summary Governing Analysis Max Demand OL tion Capacity DCR Result Bending + Stress 1486 psii 6.1',ft 1504 psi 0.99 Pass CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 200 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up p(„ -13.1 psf Wind Pressure Down 10.0 psf 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 -198 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -247 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 49.4% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Prope ties Summary MP2 Ho ' ontal Member Spans Rafter Properties Ove ang 0.32 ft Actual W 1.50" Roof Systern PropertiesS a 1 11.46 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Spao 3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 P ood Sheathing No Spab Spa5 I 20.80 in.^4 Board Sheathing Solid-Sheathing Total Ra e Span 12.54 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 rt 0.67 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1'End 10.67 ft Wood Grade #2 Rafter Slope 200 PV 2 Ptart Fb 875 psi Rafter Spacing 16"O.C. PV 2'End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loa ng mary Roof Pitch 5/12 Ini 'al Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0psf x 1.06 11.7 psf 11.7 psf PV Dead Load PV-DL 3.0 Osf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SLl1Z 40.0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 1 1 39.7 psf 42.9 sf Notes: 1. ps= Cs*pf;Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Desi n S mma per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.90 1 0.59 1 1.3 1.15 Member Analysis Itesults Summary Governing Analysis Max Demand 1 0 Lo tion Capacity DCR Result Bending + Stress 1485 psi 6.'. ft 1504 psi 0.99 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mountina Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 200 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacinq X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA ,Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KZt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up P(UP) -13.1 psf Wind Pressure Down down 10.0 psf 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 -198 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -247 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity CR 49.4% STRUCTURE ANALYSIS - LOADING SUMMARY'AND MEMBER CHECK - MP3 Member Propeles Summary MP3 Hod lntal Member Spans Rafter Properties Overhang 0.32 ft Actual W 1.50" Roof System Properties Spao Spa1 10.68 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in A2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing No S a 5 I 20.80 in.^4 Board Sheathing Solid-Sheathing Total Ra e Span 11.57 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 tart 4.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.67 ft Wood Grade #2 Rafter Slope 180 PV 2 tart Fb 875 psi Rafter Spacing 16"O.C. PV 2'End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Load ng Summary Roof Pitch 4/12 Ini 'al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.05 11.6 psf 11.6 psf PV Dead Load PV-DL 3.0 sf x 1.05 3.2 psf Roof Live Load RLL 26.0 psf x 1.00 20.0 psf Live/Snow Load LL/SL 1,2 40.01 psf x 0.7 1 x 0.7 1 28.0 psf 1 28.0 psf Total Load(Governing LC TL 1 1 39.6 Psf 42.7 Dsf Notes: 1. ps =Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(Is)Pg; Ce=0.9,Ct=1.1, I5=1.0 Member sign S mmary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.Q0 1 0.64 1 1.3 1 1.15 Member Analysis esults Summary Governing Analysis Max Demand Ch Loc tion I Capacity DCR Result Bending + Stress 1263 psi 5.7 ft 1 1504 psi 1 0.84 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Kt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up p„ ) -13.1 psf Wind Pressure Down W„ 10.0 psf 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 -198 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 39.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -247 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 49.3% STRUCTURE ANALYSIS - LOADING SUMMARYjAND MEMBER CHECK - MP4 Member Proples Summary MP4 Ho ' ontal Member Spans Rafter Properties Overhang 0.32 ft Actual W 1.50" Roof System Properties S 1 10.55 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Spao 3 A 8.25 in.^2 Re-Roof No Span 4 S. 7.56 in.^3 Plywood Sheathing No Spao Spa5 I 20.80 in.^4 Board Sheathing Solid-Sheathing Total Rake Span 11.57 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Ptart 4.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1End 10.75 ft Wood Grade #2 Rafter Slope 200 PV 2 rt Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emir, 510000 psi Member Loa ng Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0psf x 1.06 11.7 psf 11.7 psf PV Dead Load PV-DL 3.0 Osf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SL112 40.01 psf x 0.7 ( x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 39.7 psf 42.9 sf Notes: 1. ps= Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design S mmary(per NDS Governing Load Comb CD CL +) I CL - CF Cr D+S 1.15 1.20 1 0.64 1 1.3 1.15 Member Analysis esults Summary Governing Analysis Max Demand 0 Lo tion I Capacity DCR Resuit Bending + Stress 1237 psi 5.6'ft 1 1504 psi 0.82 Pass CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 200 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(i) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up P(UP) -13.1 psf Wind Pressure DownP(down) 10.0 psf 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 -198 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 39.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -247 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 49.4% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A A*ERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A 9C ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN 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 CITY OF NORTHAMPTON GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DI TED GALVANIZED PPHASEC NDS STEM PER ART. 210.5.GROUND SHALL BUILDING DEPARTMENT Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER These plans have been reviewed kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR An kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC d approved. LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 1 (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY Date 6/ NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING S i g n atu r POI 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 U"TERRt1PT+BLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 STRUCTURAL VIEWS PV6 UPLIFT CALCULATIONS GEN168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION PV7 THREE LINE DIAGRAM # ELEC 1136 MR OF THE MA STATE BUILDING CODE. Cutsheets Attached 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. " MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Northampton REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0102053 00 TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: -:;solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY PART OTHERS OUTSIDE THE RECIPIENT'S MODULES: NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: L• (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 COVER SHEET PV 1 4/13/2016 (BBs)-SOL-CITY(765-2489) www.sdarcity.com PITCH: 20 ARRAY PITCH:20 MPI AZIMUTH:218 ARRAY AZIMUTH:218 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH:38 ARRAY AZIMUTH:38 rB MATERIAL: Comp Shingle STORY: 1 Story PITCH: 18 ARRAY PITCH:18 MP3 AZIMUTH: 128 ARRAY AZIMUTH: 128 MATERIAL: Comp Shingle STORY: i Story PITCH: 20 ARRAY PITCH:20 MP4 AZIMUTH:308 ARRAY AZIMUTH:308 MATERIAL: Comp Shingle STORY: 1 Story ZdW f , AC LEGEND M P 1 �n V O (E) UTILITY METER & WARNING LABEL Ing INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS ` © DC DISCONNECT & WARNING LABELS ' © AC DISCONNECT & WARNING LABELS M O DC JUNCTION/COMBINER BOX & LABELS ry ry �- DISTRIBUTION PANEL &.LABELS -- - 3 r C Lc LOAD CENTER & WARNING LABELS M DEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR (E) DRIVEWAYCONDUIT RUN ON INTERIOR — GATE/FENCE Q NEAT,PRODUCING VENTS ARERED Front Of House i� INTERIOR EQUIPMENT IS DASHED e Road SITE PLAN 386 Bridge Scale. 1/8" = 1' -04 1110- 01' 8' 16 y� S JB-0102053 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED AL— THE INFORMATION HEREIN JOB NUMBER: `\�,�SolarCity CONTAINED SHALL NOT BE USED FOR THE TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez �_ , BENEFIT OF ANYONE EX( SOLARCITY INC., MOUNTING SYSTEM: i'- NOR SHALL IT BE DISCL IN WHOLE OR IN Comp Mount Type c 386 BRIDGE ROAD 7.54 KW PV ARRAY PART TO OTHERS OUTSIut mE RECIPIENTS NORTHAMPTON MA 01062 ORGANIZATION, EXCEPT'.Kit 1NNECTION WITH MODULES. 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OFITIE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY'EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-US000SNR2 SITE PLAN PV 3 4/13/2016 (888)-SOL-CITY(765-2489) www.solarcitycom S1 S1 4" 11 -10" 4" 11'-10" (E) LBW (E) LBW A SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTS B MPJ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 2411 STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" PORTRAIT 48" 17" RAFTER 2x6 @ 16" OC ROOF AZI 218 PITCH 20 ROOF AZI 38 PITCH 20 STORIES: 1ARRAY AZI 38 PITCH 20 RAFTER 2x6 @ 16 OC ARRAY AZI 218 PITCH 20 STORIES: 1 C.). 2x6 @16" OC Comp Shingle-Solid Sheathing C.J. 2X6 @16 OC Comp Shingle-Solid Sheathing S1 PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS „ LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 11 —1 ZEP COMP MOUNT C (E) LBW ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. SIDE VIEW OF MP3 NTS (') (E) ROOF DECKING (2) FINSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 2411 STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 4811 17" (E) RAFTER ROOF AZI 128 PITCH 18 STANDOFF RAFTER 2x6 @ 16„ OC ARRAY AZI 128 PITCH 18 STORIES: 1 C.J. 2X6 @16” OC Comp Shingle- Solid Sheathing CONFlDENTIAL — THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-0102053 00 ��� CONTAINED SH �NOT BE USED FOR THE TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez �:` BENERT OF Al EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .j;,SOIarClty. NOR SHALL IT v.3CLOSED IN WHOLE OR IN Comp Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaoulEs NORTHAMPTON M A 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, BuNding 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEEP: REV DATE Marlborough,MA 01752 SOLARCIIY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650) 638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 STRUCTURAL VIEWS PV 4 4/13/2016 (888)-SGL-CITY(765-2489) www.solarcity.com S1 10'-11" (E) LBW D SIDE VIEW OF MP4 NTS MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 6411 2411 STAGGERED PORTRAIT 481r 17" RAFTER 2x6 @ 16" OC ROOFAZI 308 PITCH 20 ARRAY AZI 308 PITCH 20 STORIES: 1 C.J. 2X6 @16" OC Comp Shingle-Solid Sheathing PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. 6 (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6T) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 4_5T� JB-0102053 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL N^ "E usED FOR THETRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez So�arCity. BENEFIT OF ANYONEW-- T SOLARCITY INC., MOUNTING SYSTEM: l'" NOR SHALL IT BE DI "`.D IN WHOLE OR IN Comp Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY �1` PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON, MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY'EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1026 F. (650)638-1029 PERMISSION OF SOLAROTY INC. SOLAREDGE SE6000A—USOOOSNR2 STRUCTURAL VIEWS P V 4 13 2016 (888)—SOL—CITY(765-2489) rnrw.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-010 2 0 5 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: Lisette Lopez `r,;�Ol���' CONTAINED SHALL NOT BE USED FOR THE TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE P BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNRNG SYSTEM: •.S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY ly- PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Matin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET: v DATE: Marlborough,MA 01752 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T- (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 UPLIFT CALCULATIONS PV 6 4/13/2016 (888)-SGL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded INV 1 —(1)SOLAREDGE #SE6000A—USOOOSNR2 LABEL: A —(29)TRINA SOLAR TSM-260PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:94646200 Inverter; 6010W, 240V, 97.574 w Unifed Disco and ZB,RGM,AFCI PV Module; OW, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 125A MAIN SERVICE PANEL E 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER fD 10CA/2P Disconnect 3 SOLAREDGE + MP1MP2: 1x15 SE6000A—USOOOSNR2(E) LOADS A ------------ C—————————————— ---- zaov -------- ♦— L2 DC+ I ~ N DG I 2 I 35A 2P ---- GND — ----------------------------———————— —EGC/ --- DG, MP2,MP3,MP4: I I A GEC N DG c 1x14 I I� 6 I GND EGC--- ————————————————————— ———————————-- G --——————————————— rJ I N (1)Conduit Kit; 3/4" EMT _J M EGC/GEC_ z 5 I I I I I I — GEC TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OTT 1 MP235 PV BACKFEED BREAKER e (1)CUTLER—HAMMER OG222UR13 PV (29)SOLAREDGE 300-2NA4AZS 1 ( )MURRAY) Breaker, 35A/2P, 2 Spaces ^ Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R AC PowerBox Optimizer, 30OW, H4, DC to DC, ZEP DC —(1)CUTLER— AMMER K' DG10ON6 (1)AWG Solid Bare Copper —(2)57SDdxRB Copper PV BACKFEED BREAKER Ground�Neutral it; 60-100A, General Duty(DG) nd COPP —(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE .._ �____._ __. . __ _..____ __.____........... .__ _____---------__v .._....... _. _._.. __ 1)AWG X18, THAN-2, Black (2)AWG/10, PV Wire, 600V Black Voc* 500 VDC Isc =15 ADC O 141—(1)AWG /8, THWN-2, Red O (1)AWG 6, Solid Bare Copper EGC Vmp —350 VDC Imp=11 ADC il IL..=LL(1)AWG /10, THAN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC I . . . . . . . (1 Conduit Kit; '.EMT. . . . . . . . . . . . . . . THWN-2, Green EGC GEC— 1 Conduit Kit; 3 4 EMT ; (2)AWG 0, PV Wire, 600V, Black Voc* 500 VC)C Isc =15 AC1C —( ) / ( ) /Y O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.26 ADC . i AWG . . . . . . . . . . . . . . EPP/qE . . (1)Conduit Kit;.3/4" EMT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l 9 3 JB-0102053 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �M.,,SoIarClt CONTAINED SHALL NOT BE USED FOR THE TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez ... BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: •�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY y. PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: NORTHAMPTON M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (29) TRINA SOLAR # TSM-260PDO5.18SHEET; REV- DATE: Morlborough,MA 01752 SOLARCITY,EQUIPMENT. WITHOUT THE WRITTEN PAGE NAME T. (650)638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE SE6000A—USOOOSNR2 THREE LINE DIAGRAM PV 7 4/13/2016 (888)—SOL—CITY(765-2489) www.sdarcityaam CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 386 Bridge Road r-—-—-- UTILITY I I I SERVICE I � 1 I � I I I I I 1 I i I I �---J — ----� I 1 i I 1 I I I i I I I 1 AC INVERTER AND DISCONNECT DC DISCONNECT r---------------------------� SOLAR PHOTOVOLTAIC ARRAYS) L--------------------------J PHOMO %TAIC BACK-FED CIRCUIT BREAKER IN FAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0102053-00 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER' DESCRIPTION: DESIGN: JB-0102053 00 CONTAINED SHALL NOT BE USED FOR THE TRACY DAWSON—GREENE Tracy Dawson—Greene RESIDENCE Lisette Lopez BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 386 BRIDGE ROAD 7.54 KW PV ARRAY w:;,SOIarClty. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON M A 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE 1 (29) TRINA SOLAR # TSM-260PDO5.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 SITE PLAN PLACARD I PV 8 4/13/2016 1 (888)-SOL-CITY(765-2489) wmsolaraityaam WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: -- :.- Per Code:' WARNING _ ELdTIC MC3GKIAZRR[ ELECTRIC SHOCK HAZARD • _ NEC 690.31.G.3 lC7 Alt}T TdItCH TEIMINALNEC ' 1 THE DC CONDUCTORS OF THIS 690.35(F) •_ • _ • TERMINAL S CSN BQTI 1 LINE,4U PHOTOVOLTAIC SYSTEM ARETO BE USED WHEN L©AD ICES MAY 8E ENERGIZED UNGROUNDED ANDINVERTERIS PHOTOVOLTAIC DC IN THE QPEtd POSITIQN MAY BE ENERGIZED UNGROUNDED NEC DISCONNECTPer Code: ••1 Label Location: •_ • • PHOTOVOLTAIC POINT OF '• MAXIMUM POWERINTERCONNECTION Per Code: A � WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Per ••_ 690.17.4; 690.54 HAZARD. DO NOT TOUCH MAXIMUM POWER- POINT VOLTAGE(Vmp}�� NEC 690.53 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc)� POSITION. FOR SERVICE SHORT-CIRCUIT-A DE-ENERGIZE BOTH SOURCE CURRENT(Isc) _ AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC V •_ • • OPERATING VOLTAGE - WARNING Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IFAGROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• - • CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED `CAUTION DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label WARNING Location: ELECTRICAL SHOCK HAZARD 690.17(4) GAU ( ION DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4 IN THE OPEN POSITION CIRCUIT IS BACKFED DG VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING (POI) Code: INVERTER OUTPUT Label Location: CONNECTION NEC 690.64.13.7 PHOTOVOLTAIC AC DO NOT RELOCATE THIS OVERCURRENTConduit NEC DISCONNECTCode:, DEVICE (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label . . -. DC Disconnect MAX11�4UM AC A 'C) (POI) (LC): Load Center OPERATING CURRENTPer Code: AC VNEC 690.54 (POI): Point of • • OPERATING VOLTAGE / 1 1' 1 1 1 . 1 1• 3055 C3earview WayI MIA a I VM I M San Mateo,CA 94402 1' 1 1 1 1' 1 �' 1 1 1 •1 ' 1 ,28 ,�L-CrrY(765-2-189) solarcityxonn' 29 1 • • F. im i ME A l 11 0 1 'i"SolafCity ZepSolar Next-Level PV Mounting Technology ',,SolarCity ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs -t Ii _3 Up'roof ,p Leveling Foot �.., Ground Zap Interlock I r , ,r r ,r. tirp Part No.850-1172 LoveFoot ,.. ETL listed to UL 467 I wadi UP compstb[e PV MwUle .� *. Zep tkoova _._..,.1_ Roof Attachment {t Array Skirt i" c• Comp Mount Part No.850-1382 Listed to UL 2582 �m Mounting Block Listed to UL 2703 pOMPA)-,, Description „I m PV mounting solution for composition shingle roofsomm" FOS Works with all Zep Compatible Modules COMPOS Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" �L LISTED Interlock Ground Zep V2 DC Wire Clip Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt, Grip, End Caps Part Nos.850-0113,850-1421, zepsolar.com zepsolar.com Listed o L 156567 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM Document#800-1890-001 Rev A Date last exported: November 13,2015 2:23 PM solar - ® so I a r - SolarEdge Power Optimizer Module Add-On for North America P300 ,/ D350 % P400 SolarEdge Power Optimizer P300 P350 -P400 Module Add-On For North America (forodules PV (formodules PV (formodules)PV i modules) modules) modules) INPUT ... . ._. ... ... ... -_ _. P300 { P350 / PO Rated Input DC Powers' 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range 8-48 ! 8-60 8-80 Vdc !' �, • Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12.5 Adc ZA Maximum Efficiency 99.5 % We ghtod Efficiency 8 % ` _ 9 8 " Overvoltage Category 11 "- OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) - ® Maximum Output Current 15 Adc Maximum Output Voltage _ 60 Vdc I,. OUTPUT BY POWER OPTIMIZER DISCONNECTED FROM Safety Output VoltagePer Power OPttm zer Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IK61000-6-3 T' Safety IEC62109-1(class II safety),U1-1741 RoHS Yes INSTALLATION SPECIFICATIONS 51 1 Maximum Allowed System Voltage 1000 Vdc Dimensions(W x Lx H) 141 x 212 x 40.5/5.SS x 8.34 x 1.59 mum in .. ` Weight(including cables) 950/2.1 j gr/Ib - .. .. Input Connecter MC4/Amphenol/Tyro a Output Wire Type/Connector Double Insulated;Amphenol _ Output Wire Length 0.95/3.0 1.2/3.9 !. m/ft Operating Temperature Range -40-t85/-40-185 'C/'F Protection Rating IP65/NEMA4 f . Relative Humidity 0-100 _ % �Ratetl STC power oftM1e module.Module of up to a5%power to erance allowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE r - t INVERTER 208V 480V PV ower optimization at tete module-level �' 18 Maximum Sting Length(Power ptimuzer) 0 Optimizers) _....... 25..... -_.... 2 -..... 50 Minimum String Length • Up t0 25%more energy Maximum Power per String 5250 6000 12750 W Superior efficiency(99'5%) Parallel Strings of Different Lengths or Orientations Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible;systern design for maximum space utilization ® Fast installation with a Single bolt i i — Next generation maintenance with module-level monitoring I — Module-level voltage shutdown for installer and firefighter safety cRr .rw y ,C JAPAN r.El AijSI'RP, v vwv Oia f - r, - FRt,. ,, .�j Mono Multi Solutions DIMENSIONS Of PV MODULE HEC'Ti DATA�STC u3Tlt,mm Peak Power Waits-P.-(Wp) 245 250 255 260 941 --------------------- Power Output Tolerance-Pmnx % 0-+3 TiIt II E I r i nva uo ,u Maximum Power Voltage-V'P(V) 29.9 30.3 30.5 30.6 eoa.roN ___�� Maximum Power Current-lrnPP(A) 8.20 8.27 8.37 8.50 NAMEPLATE Open Circuit Voltage-Voc(V) 37.8 38.0 38.1 : 38.2 0 STA"LLI"NG HOLE Short CircuitCurrent-lec(A) 8.75 8.79 8.88 9.00 O Module Efficiency rim(%) 15.0 15.3 15.6 15.9 STC:Irradionce 1000 W/m',Cell Temperature 25°C,Air Mass AMES according to EN 60904-3. 8ODU LE Typicat efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. 0 �D r0 0 SLE .RnZAL DATA 4 NOCT 60 /�.��� Maximum Power-Prnnx(Wp) 182 186 190 193 `y Maximum Power Voltage-VMI,(V) 27.6 28.0 28-1 28.3. MULTICRYSTALLINE MODULE GNOUNONG NOTE Maximum Power CUrrent-ImPP(A) 6.59 6.65 6.74 6.84 e o., A AOe - 35.1 35.2 35.3 35.4 li WITH TRINAMOUNT FRAME OFANNOf Open Circuit Voltage I V 1Voc(V) - Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCT:Irradiance a1800 Wdri Ambient Temperature 2ri Wind Speed 1 m/s. I 812 180 245®260W PD05.18 Back View POWER OUTPUT RANGE MECHANICAL DATA 11 Solar cells Mulficrystalline 156 x 156 mm(6 inches) Fast and simpleto install ii ti°rou drop in mounfing solution Cell orientation 60 cells(6 x 10) 15 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) • -- ._ _- -- -- Weight 2F;3kg(47.Olbs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass BacksheetWhErre Goodaesthetics for residentialapplications Frame Black Anodized Aluminium Alloy with Trinamount Groove ■ Cables IP 65 or It 67 rated T 1-V CURVES OF PV MODULE(245W) �1r� Photovoltaic Technology cable 4.0 mm'(0.006 inches'). V Cables _.._._ ...__........... ......_. 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE a�9 m Fire Rating Type 2 Highly reliable u1 t stringent quality control <6� eaoW/ m ac1 >Ertl.T:C f t.'r�r fr-" .,, - r ....1)i t U 4.1° 400W/ma -- TEMPERATURE RATINGS MAXIM1+M RATINGS u:. u. ,1.s"S- rk l 21 20oW/m' z Operational Temperature -40-+85°CNominal Operating Cell 4°C(Temperature(NOCT) 4 Maximum System 1000VDC(IEC) _ Om _. Temperature Coefficient ofPw -0.417/°C Voltage 1000VDC(UL) 0.10 10.- 20.00 30,- 40.f° +l ii - <`!` Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Voltage(V) ro --r ; irCertified to withstand challengingnvironwent l Temperature Coefficient of Ise 0.05%!°C conditions 40_ 'WARRANTY 10 year Product Workmanship Warranty I ..oi'<u4 ....KA ..€ 25 year Linear Power Warranty "J7 (Please refer to product warranty for details) av< Kl .-_ ho-`CJ e"S , CERTIFICATION „L- -- r 7" ":'3C .____._____._.._._........_....._..__ ._. __._.___ ._._-T._____.-__................_..........._. .__- c®w oSPsFACWCSIi=1GCC�'rli>C;Rs�TiUPd LINEAR PERFORMANCE WARRANTY .. 0 Year ProductWarranty25.Year Linear Power Warranty osrw Modules per box:26 pieces Z estna 5c�3or Ltlnited ....._ ELI ® p�f Modules per 40'container:728 pieces Y(j/#1Q flp E COMPLIANT ® 0 90% �at� CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. poMP4TB r` ® ©2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to ti !m O 80% a,.- �. Trin-asolar change without notice. j W E>rrt�erry tE:t-Ilea Smarr :} rte+;1c; r'r::r e Years 5 10 IS 20 25 apMppt� THE oun Mono Multi Solutions DIME 1.SIONS OF FIV MODULE El. TRICA:.aATA� TC unWowis Peak Power Watts-PMAx(Wp) 250 255 260 265 941 - Power Output Tolerance-PMAx{%) 0-+3'' i Maximum Power Voltage VmP(V) 30.3 30.5 30.6 30.8 THEo ILNCT- o nox Maximum PowerCurrent-tNwP(A) 827.. 8,37 8.50 8,61 Trinamou t NAM L^TE o Open Circuit Voltage-Voc(V) 38.0 38.1 38.2 38.3 ao s.,z Short Circuit Current-Iso(A) 8.79 8.88 9.00 9.10 iNnnuwe Noa a Module Efficiency q°,{%) 15.3 15.6 15.9 16.2 MODULE STC:Irradiance 1000 w/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. 0 FLFC'RiCAL DATA4 NOC€ Maximum Power-PMAx(WP) 186 190 193 197 60 CELL Maximum Power Voltage-VmP(V) 28.0. .28.1 28.3 28:.4. Maximum Power Current-]mn,(A) 6.65 6.74 6.84 6.93 MULTICRYSTALLINE MODULE e.3oxouNONeNorE A A Open Circuit Voltage(V1-Voc(V) 35.2 35.3 35.4 35.5 PD05.18 oxAmNoe f ` WITH TRINA OUNT FRAME Short Circuit Current(A)-Isc(A) 7.10 7.17 7.27 7.35 NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s. 812 �--11W 25u 4,265W Back View MEtiHA.YiCAL DAAZA POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) 11� n - Fast an simplet ir�st l through dropin,mounting so tso�l Cell orientation 60 cells 16 x 10) Module dimensions 1650 x 992 x 40 mm(64.95 x 3905 x 1.57 inches) ®22 c7o _.. � Weighs 19.6 kg:(43.12 lbs) v ..._.- ___._. _..___ _.___ _...__ .___.__..__ ...____ _.__ Glass 3.2 mm(0.13 inches),Hlgh Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY A-A Backsheet White Frame Black Anodized Aluminium Alloy yo, d aesthetics to saes€denfla� applications 7-Box IP 65 or IP 67 fated Cables Photovoltaic Technology cable 4.0 mm'(0.0061nches2), 1011` _-- _ -- __-- 1200 mm(47.2 inches) ___.... ____.. .._..__ .. ........... ......_- I-V 1-L7 ?fES OF#'V MODULE(26£3S ) Connector :' H4 Amphenol POSITIVE POWER TOLERANCE Fire Type UL 1703 Type 2 for Solar City Highly reliable due t stringent unlit control eoo 4- 1 oir F.r _'. ,-.t r_ ._ a soo �@oow,{m_,.._ __. 1 -EM.ER,R�URE.RATINGS ,VAXIAAJhA RATINGS i0 t'a ai{ ,P m.Y ,�e.. , �� ,'.�T_. - - soo - x Nominal Operating Cell Operational Temperature 40-+85°C P 9 44°C('32°C) p �i[J,-, C r 1 .';.y ,. 3m _ .._ _.. ,.4 Temperature(NOCT) .,lil' '?rC P�'=..-ts aoo - - Maximum System 1000VLSC(IECj ................. ............._ ___......._. .._..__.... _.__.._ __- .._.__. ......... ...._... zoo zoow/m - Temperature Coefficient of Pm^x 0 41%/°C Voltage 1000V DC(UL1 L ` .-�. 'r�zt: s 10D - Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A - Ai,DnC rl.--H o.00 X _f L Certified to withstandchallengingenvironmental o ,o zo ao ao so TemperatureGoefficlentoflsa O.OS%!°C - --- --- . _ _ von.s°M -jinn r £z t i;r v :#� conditions ,I.LDb. ,Cr'..,-t_ <r < e I,C:Gk:r` . WARRANTY jrTr > c ?C'r 7 }ry'EC.731C :r^ 7 , Vie rjr � t ,i, E_t; 10 year Product Workmanship Warranty i CERTIFICATION ,O z)U1 t i 'tet ,r-,r'Ylit U�:`y - 25 year Linear Power Warranty I o r =1 ozla ,r , h 1}_art C .��` (Please refer to product warranty for details) usreo ° ° ' NCWARTY � PACKAGING r^dFlCURHT[OiLI EA PERFOR U2FE .. .............._......_-._...........-11-___. _ ..-.. ............. _._...._ COMPLIANT 10 Year Product Warranty•25 Year Linear Power Warranty Modules per box:26 pieces Taints Solar L€nTi# �_� -` ����- ���- Modules per 40'container'728 pikes H 6100% _.... - 3 dad Sia _..� ._ - �p d7CY D VQtUL fCflrZl�P(TT ¢¢@@ (" CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Qp04PAP,B 6 0 2075 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to c7 80% >`" change without notice, TrinasoarTrinasx L,.i , t ileo t^o S,nm .ergyTogetherYears 5 10 20 25 Io,e IS aMPP IM so I a r ' - Single Phase Inverters for North America so I a r - • • - • • .� SE3000A-US/SE3800A-US/SE5000A-US i SE8000A-US sE7s0OA-lis r SE10000A-US i SEI 1400A-US SE3000A-US .SE3800A-US''. SE5000A-US SE6000A-USI SE7600A-US SE1000OA-US SE1140OA-US OUTPUT _ SolarEdge Single Phase Inverters . _ _ _ i0000@240V 9980 @ 208V . Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 5400 @ 208V 10800 @ 208V Max.AC Power Output 3300 4150 5450 @240V 10950 @240V 12000 VA 6000 8350 For North America AC Output Voltage Min.-Nom.-Max 10 ✓ _ ✓ _ 183-208-229 Vac '.. SE300OA-US;SE3800A-US/SE500OA-US/SE600OA-US/ AC Output Voltage Min.-Nom.-Max ' ✓ ✓211-240 ✓ ✓ ✓ ✓ ✓ 264 SE760OA-US/SE10000A-USf SE1140OA- S ACFrequencyMin.: Nom.Max."' 59.3-60-60.5(with Iii country setting 57 60 605) Nz M @ 208V 48 @ 208V Max.Continuous Output Current 12.5 16 ! 21 @ 240V 25 32 42 @ 240V 47.5 A GFDI Threshold 1 A g Protection,Country Configurable Thresholds Yes Yes 1 '1INPUT Monitoring,Isiandln _ _ _ Maximum DC Power(STC) 4050 5100 6750 8100 "I0250 13500_- 15350 W _ �: G - Transformer-less,Ungrounded Yes J d Max.Input Voltage 500 V c Waw - Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc .16.5 @ 708V 33 @ 208V +aj�gnu� Max.input Currenthi 9.5 13 18 23 34 5 Adc - - 155 @ 240V 30.5 @ 240V Max.input Short Circuit Current _ 45 Adc ',,5 � e e-Polarity Protection Yes Rev rs - , .' . WK, Ground-Fault Isolation Detection 600k,,Sensitivity fl Maximum Inverter Efficiency 97.798.2 98.3 98.3 98 98 98 % r~. _ 57.5 @ 208V 97 @ 208V CEC Weighted Efficiency 97.5 98 98 @ 240V 97.5 97 5 97.5 @ 240V 97 5 % Nighttime Power Consumption .. ....... .._ <2,5 ._...... __ ._.. ......._ <4 ........ W ..... ._..._ ADDITIONAL FEATURES 5-;. rtctCarcnrarattVr'trtrfiesRS485;45232,E-tkeFnet,Z49e€44ptxa4)_ Revenue Grade Data,ANSI C12.1 Optional"' Rapid Shutdown NEC 2014 690.12 _Functionality.enabled_when SolarEdge rapid shutdown kit is installed,.., _. ° STANDARD COMPLIANCE Safety U11741,UL1699B,11E1998,CSA 22.2 ,j Grid Connection Standards IEEE1547 Emissions ..... ! ............ _.._..FCC partly class B......... ____ ....._...... _..__ _. - ? INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/q of strings/ 3/4"minimum/1-2 strings/ ' AWG range 3/4"minimum/1-7_strings/].6-6 AWG 14-6 AWG ' Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/30.S n/ iI. (FixWxD) 305x17.5x7.2/775x315x184 775x315x260 mm Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 Ib(kg -� Natural convection Cooling Natural Convection and internal _ Fans(user replaceable) '., fan(user The best choice for SolarEdge enabled S sterns replaceable) i� :! Noise <25 <50 dBA Integrated �d'arc (Type fault protection T for NEC 2011690.11 complianceMin:Max.Operating Temperature€ } � -13 to+140/-25 to+60(-40 to.1-60 version available"') °F(°C Superior efficiency(98%) Range NEMA 3R Protection Rating Small,lightweight and easy to install on provided bracket "i For other regional settings please contact s Edg pport. 1�1 A higher current source maybe used,the-nverter will r 'tit input current to the values stated. w Built-In module-level monitoring 131 Revenue grade inverter P/N.SExxxxA US000NNR2(for 760OW Invert—SE7600A US002NNR2) 1°1 Rapid shutdown kit P/N:SE1000-RSD-Sl. •, Internet connection throughEthernet or Wireless 15I-40 version P/N:SExxx.A-US000NNU4(for 760OW in vrrter:5E7600A-US002NNU4). Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 EM x O ,iSA vt ',.AN TA R:'N CE ".?:DA N"t. HNA AU T:-AA,1-1 A N E F.R,l,Ijr, ....AE: w 'V4".5ol a fc'dg .u5