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38C-064 (2) 54 SOUTH PARK TER BP-2016-1189 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38C-064 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-2016-1189 Project# JS-2016-002047 Est. Cost: $20000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 6708.24 Owner: BEVAN-BOGART CAROL zonine: URB(100) Applicant: SOLARCITY CORP AT. 54 SOUTH PARK TER Applicant Address: Phone: Insurance: 604 SILVER ST (978)215-2369() Workers Compensation AGAWAMMA01001 ISSUED ON.•4/13/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 7.8 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 CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 4/13/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1189 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (978)215-2369 Q PROPERTY LOCATION 54 SOUTH PARK TER MAP 38C PARCEL 064 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 7.8 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: pproved 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 n Delay Sig ture of uil m Offcial 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. ' of orthamptonStatus of P-0- JJ its Bui in Department t rbuewe ►rj � APR 1 1 2016 2 2 ain Street Av Ro m 100 W ` yell A E pt n, MA 01060 Tu+rts df��tall DEFT r�� • - 40 Fax 413-587-1272 ite777 APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 54 S Park Ter Map Lot Unit Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Carol Bevan-Bogart 54 S Park Ter Florence MA 01062 Name(Print) Current Mailing Address: 413-695-0554 Telephone Signature 2.2 Authorized Aaent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name.(Pr i Current Mailing Address: 978-215-2367 ig ture Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 6,000 (a)Building Permit Fee 2. Electrical 14,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total=0 +2+3+4+5) 20,000 Check Number This Section For Official Use Only Building Permit Number: DateIssued: 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 4 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) 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 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 6a. If New house and or addition to existina housina, 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 Carol Bevan-Bogart 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. 04/08/2016 Signature of Owner Date 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 Ngo-of 04/08/2016 nater/Agent 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 1 Expiration Date ["t 978-875-1698 Signature Telephone 9.Realstered Hoene I orovernent Contractor: Not Applicable ❑ SOLARCITY CORP/VICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 010 03/08/2017 Addr s Expiration Date elephone 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 Exe=60111 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 buildine permit. As acting Construction Supervisor your presence on the job site wilt 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 The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigadmis I Congress Street,Scute 10# 7 4-r Boston,MA 02114-2017 wtVW,JtIQS,I"'.gop1dia Workers'Compensation Insurance Affidavit:Builders/Contract©rdE,lectiricians/Plumbers Applicanj ln&XM&tiQn Please Tint Legibly Name(BusincwDrpnizationlfndividual): ` OLARCITY CORP Address:3455 CLEARV(EW WAY Cit /State/Zi :SAN MATEO,CA 94402 Phorte#:888-765-2469 Are you an employer?Check the appropriate box: 1.� 1 am a employer with 5000 4• [] 1 am a general contractor and l Tye N project(required): employees(full and/or part-time), have hired the sub-contractors b. �]New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. C]Remodeling ship and have no employees These sub-contractors have g [3 Demolition working for me in any capacity. employees and have workers' 9. 0 building addition iM workers'cornp_insurance comp.insurance. required.] S. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing al l work officers have exercised their It.❑Plumbing,repairs or additions thyself. [No workers' comp. right of exemption per MGI.. 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.®Other SOLAR!PV employees.[No workers' comp.insurance required.] 'Any applicant that checks box#I most also rill out the section bolow showing their workers'compensation policy iaroralation. t Homeowners who submit this stl'rdavit Indicating they are doing A wrack and then hire outside conim-tors must submit a new affidavit indicsibigs'uch. tContractors that Check this box must attached an additional sheet showing the naroc of the sttb-contractors and stag whether or not tbow entities have employees. irthe sub-twiractors havo tunployvcs,they must provide their wrttttcrs'comp.policy number, I a»r art emptoyer oral Is providing workers'compensallott imarartce for my employees. Below is the policy tarsi jeb site tnfarerratirrt. Insurance Company Name: Zurich American Insurance Company / f Policy It or Self-ins.Lie. H;_ d 1g 0 "ad Expiration Date: /Q9/01 2016 ©b Site Address: 74 ` R "RL City/Statarizip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in lire form of a S'T'OP WORK ODDER 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 the Office of Investigations ofthe DIA for insurance coverage verification. I do hereby certify ander the pains and reuakler ofperjury that the iif/orrrtalrvrr pFovfdert rr6c►ve is true and cornea. phone#: Offleial etre only. Da tial write In this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.wilding Department 3.Cityfrowo Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Uther Contact Person: Phone r#: 7 4D DATE(MMrnomYY) ADCC RV CERTIFICATE OF LIABILITY INSURANCE 3811712015 .. . . F 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, EXTENT? OR ALTER THE COVERAGE AFFORDED BY THE4POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERJS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holier In lieu of such andorsement(s). PRODUCER CONTACT _NAME:, MARSH RISK&INSURANCE SERVICES PHONE Paz 345 CALIFORNIA STREET,SUITE 1300 M Kv.T;aU .. . ... - .....-. . ..... CALIFORNIA LICENSE ND.0437153 E-MJUL RESS;_ SAN FRANCISCO CA 94104 ....INSURER 5)AFFORDING COVERAGE NAFC rt --- Attn:Shannon Scott 415 _ S _. _. 998301-STND-GAWUE-15-16 INSURER A:Zurich Amencan Insurance Company 16535 INSURED INSURER-B:NIA NIA Su"ity CiorpofatiorE - 3055 Claarview Way INSURER C:NIA NIA _. .-.. San Mateo,CA 94402 INSURER U:American ZOO insurance Company 40142 INSURER F COVERAGES CERTIFICATE NUMBER: SEA-402713836.08 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 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 HY PAID CLAIMS- _ INSR -..— ----.._._......... ADPL SUER...... . .. POM IC YEPF POLICY EXPf LIMITS LT TYPE OF INSURANCE POLICY NUMBER A i X '.COMMERCIALGENERALLIABILITY 1131-00182016-00 001015 ;0910112016 EACHOCCURRENCE S 3,000,000 DAMAGE TO RENTED CLAIMS-MADE ! _OCCUR I PREIAISFS(Ea oepVrrence).. .5 3030,000 X SIR:$250,000 j MEO EXP(Any one Person_- S 5,000 I PERSONAL&ADV INJURY s 3,900,00D GENL AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 6,000,000 1 ARO- f. ....I ' -X.. POLICY [. J JECT I._...(LOC `PRODUCTS-COMPIOPAGO S.. .. ,6,003,000 OTHER: I I s A AUTOMOBILE LIABILITY iBAP0182017.00 09/01/2015 !0910112016 COMBINED SINGLE LIMiT S 5,000,000 LEa.atxldentt...... .....__..... ..... ...... . ......_......-.... X iANY AUTO j HODILYINJURY(Per persdn) S 'ALL OWNED .. SCHEDULED ! ......._. __.._ ......... _. X `AUTOS X AUTOSBODILY INJURY(Per accident) $ X X NON-OWNED l PROPERTY DAMAGE S HIREOAUTOS .._. AUTOS f 1Per acctidenl............... , COMPICOLL DED: S $5,000 UMBRELLA LIAa 4 OCCUR i EACH OCCURRENCE S _ EXOESS LIAR CLAIMS-MADE AGGREGATE }S l DED I RETENTIONS I I S D WORKERS COMPENSATION 00182014.00(AOS) 0917112015 0910112016 X f P�FR I 0TH- AND EMPLOYERS'LtA8ILITY i.$!AT.(1TE,, Eft A ANY PROPRfETORIPARTNERIEXECUTIVE YIN NIA A IWC0182015-DO(MA) D910112015 �090112016 I E.L.EACH ACCIDENT ._ $ 1,000,QD0 OFFICERIMEMBER EXCLUDED? -- . .. 1. - ._ -- IMandatory In NH) WC DEDUCTIBLE:$500,D00 E.L.DISEASE-EA EMPLOYE S 1,0D0,D00 IF yes.describe under .. ._ .. .... .. .. .... ..- IDESCRIPTION OFOPERATIONS tIela'N ! �ELDISEASE-POLICY LIMIT $ 1,000,000 f � 3 DESCR}PTION OF OPERATIONS!LOCATIONS t VEHICLES{ACORD 101,Additional Remarks Schedule,may be attached If more space Is requlredl Evidence of insurance. CERTIFICATE HOLDER CANCELLATION SolarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055C1evviewWay THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Meleo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marah Risk&Insurance Services I Cfilarles MarmolejO _-�_-- 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:A0676E65-0378-49D6-AFOA-B429E97A8DC4 SolarCity I PPA Customer Name and Address Installation Location Date Carol Bevan-Bogart 54 S Park Ter Inlaw 3/24/2016 54 S Park Ter Northampton, MA 01060 Florence, MA 01062 Here are the key terms of your Power Purchase Agreement MOM $0 AW AV ]AmL 3 Ila "'Iff" Alum h' 2U% Arrs System installation cost Electricity rat �kWh Agree en Tim Initial`her e Initial her De The SolarCity Promise •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. •We restore your roof at the end of the Agreement. •We warrant, insure, maintain 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 rate you pay us will never increase by more than 2.90%per year. •The pricing in this Agreement is valid for 30 days after 3/24/2016. Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times, as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection $0 contract. not beyond that term. •You may purchase the System from Est.first year production SolarCity for its fair market value as 6,596 kWh specified in the Agreement. .You may renew this Agreement for up to ten (10)years in two(2)five(5)year increments. 3055 Clearview!flay, San Mateo, CA 94402 1888.765.2489 1 solarcity.com 1689365 Power Purchase Agreement,version 9.1.1,February 15,2016 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 3/24/2016 � ❑■ Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:A0676E65-0378-49D6-AFOA-B429E97A8DC4 23. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR their entirety and I acknowledge that I have received a TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE complete copy of this Power Purchase Agreement. DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Carol Bevan-Bogart EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 3/24/2016 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 3/24/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 3/24/2016,SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Signature: Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 3/24/2016 P_tver Pur ch-,sfr,2-rr_r re,,.' ✓ r�Iru1 !,i., o,r vv].5 1'.,16 �■ 1�� Version#56.1-TBD SolarCit y April 7, 2016 �{OF RE: CERTIFICATION LETTER Project/Job # 0102049 *%U4UA. Project Address: Bevan-Bogart Residence mit 54 S Park Ter $ N0'5000 Florence, MA 01062 AH] Northampton SC Office Springfield Design Criteria:/G. //�•c�dJ• -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 = 18.8 psf(PV Areas) - MP2A: Roof DL = 15 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 18.8 psf(PV Areas) - MP2B: Roof DL = 12 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 18.8 psf(PV Areas) - MP3: Roof DL = 9 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 18.8 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. William A. Eldredge, P.E. Digitally signed by Professional Engineer William A.Eldredge Jr. T: 888.765.2489 x58636 Date:2016.04.07 email: weldredge@solarcity.com 14:27:18-04'00' 5 Clear ie,r Way an Mate,� CA 94402 o38 - 1028 (8887`OL CITY 0:0:;8 102,, Version#56.1-TBD SolarCit v 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 44.0% MP2A 64" 24" 39" NA Staggered 44.0% MP26 64" 24" 39" NA Staggered 44.0% MP3 72" 24" 39" NA Staggered 49.5% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 20" 65" NA Staggered 54.9% MP2A 48" 20" 65" NA Staggered 54.9% MP2B 48" 20" 65" NA Staggered 54.9% MP3 48" 20" 65" NA Staggered 54.9% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Stick Frame @ 16 in.O.C. 301 Member Impact Check OK MP2A Vaulted Ceiling @ 16 in.O.C. 300 Member Impact Check OK MP2B Stick Frame @ 16 in.O.C. 300 Member Impact Check OK MP3 Pre-Fab Truss @ 24 in.O.C. 300 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. �? ,��lear�Lv. 'Jiay man Mat e,-.) -A Q4 402 1C.-_8 'A iTY _v;01 t,38 10farity.C.orn STRUCTURE ANALYSIS - LOADING SUMMARYjAND MEMBER CHECK- MP1 Member Prope ies Summary MPl No ontal Member Spans Rafter ProPertles Overhang 2.16 ft Actual W 1.50" Roof System Pro rhes San 1 10.22 ft Actual D 5.501, Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing No Span 5 1 20.80 in A4 Board Sheathing Solid-Sheathing Total Rake Span 14.30 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 rt 6.58 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.25 ft Wood Grade #2 Rafter Slope 300 PV 2 rt Fb 875 psi Rafter Spacing 16"O.C. I PV 2 End F„ 135 psi Top Lat Bracing Full PV,3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emi„ 510000 psi Member Loa ng mary Roof Pitch 7/12 Ini `al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PV-RL 3.0 psf x 1.15 3.5 Psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL/SL 1,2 40,0. sf x 0.7 1 x 0.47 1 28.0 psf 18.8 psf Total Load(Governing LC I TL 40.7 psf 35.0 psf Notes: 1. ps=Cs*pf;Cs-roof, Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cj(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design Summary(per NDS Governing Load Comb CD CL ,+ CL = CF Cr D+S 1.15 1.00 1 0.61 1 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand I Post-PV DemandNet Im act Result GravityLoadingCheck 1040 psi 895 psi 0.86 Pass CALCULATION OF DESIGN WIND LOADS - MP1 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarGty SleekMountT'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 Rafter Spacing 16"Q.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 Desian 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 Kn 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) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC Down) 0.88 Fig.6-11B/c/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up p(„ -14.2 psf Wind Pressure Down P(downi 13.1 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 -220113S Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacty DCR 44.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 274 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca ad DCR 54.9% STRUCTURE ANALYSIS - LOADING SUMMARYAND MEMBER CHECK - MP2A Member Propties Summary MP2A Ho ontai Member ns Rafter Pro les Overhang 2.16 ft Actual W 1.50" Roof System Propmesties S 18.39 It Actual D 11.25" Number of Spans w/o Overhan 1 Span 2 Nominal Yes Roofing Material compof Spap 3 A 16.88 in.^2 Re-Roof No Span 4 SX 31.64 in.^3 P ood Sheathing Yes Spap S Y 177.98 in.^4 Board Sheathing None Total Rake Span 12.18 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV i start 0.92 ft Wood'S ies SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.92 ft Wood Grade #2 Rafter Slope 300 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 21 End F„ 135 psi To Lat Brad Full PV 3 tart E 1400000 psi Bot Lat Bracing Full PV 3 End E,„i" 510000 psi Member Loa ng mary Roof Pitch 7/12 initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 15.0 psf x 1.15 17.3 psf 17.3 psf PV Dead Load PV-DL 3:0 psf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL"' 40AW x 0.7 1 x 0.47 28.0 psf 18.8 psf Total Load(Governing LC TL 1 1 45.3 psf 39.6 Dsf Notes: 1. ps= Cs*pf; Cs-roof, Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary r NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1 1.15 Member Analysis esults Summary Governing Analysis Pre-PV Demand 1post-PVDemandl Net Im act I Result Gravity Loading Check 179 psi 1 152 si 1 0.85 1 Pass CALCULATION OF DESIGN WIND LOADS - MP2A Mounting Plane Information Roofing Material Comp Roof PV System Type SolarGty SleekMountT"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 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 I h 1 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) 15.0 psf Eq uation 6-15 Wind Pressure Ext. Pressure Coefficient(U ) GCp (Up) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient flown GC Down 0.88 Fig.6-116/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up p(u -14.2 psf Wind Pressure Down a Wn, 13.1 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 -220 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf - PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 274 lbs' Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity 54.9% STRUCTURE ANALYSIS - LOADING SUMMARYAND MEMBER CHECK- MP28 Member Propties Summary MP28 Hor#ontal MemberSpans Rafter Pro 'es Overhang 2.16 ft Actual W 1.50" Roof System Prmoperhes span 1 8.19 ft Actual,D, 11.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof SPaO 3 A 16.88 in.A2 Re-Roof No Span 4 S" 31.64 in.^3 Plywood Sheathing Yes Span 5 I 177.98 in.^4 Board Sheathing None Total Rake Span 11.95 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 0.92 ft 7Tood-Spedes SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.92 ft Wood Grade #2 Rafter Slope 300 PV_ rt Ft, 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 I PV 3 End Emi„ 510000 psi Member Loa 'ng mary Roof Pitch 7/12 initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 12.0 psf x 1.15 13.9 psf 13.9 psf PV peed Load PV-DL 30 jpsf * 1.15 3.5 Psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL/S.1.112 40.qj.psf x 0.7 1 x 0 28,0 psf 18.8 psf Total Load(Governing LC TL 1 41.9 psf 36.1 sf Notes: 1. ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design Somma (per NDS Governing Load Comb CD CL 4 CL - CF Cr D+S 1.15 1.00 0.48 1 1.15 Member AnalysisItesults Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 157 psi 131 psi 1 0.84 Pass CALCULATION OF DESIGN WIND LOADS - MP2B Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT'" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 RafterSpacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tice 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 I 15 It 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 1 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 U ) GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.88 Fig.6-118/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up P(UP) -14.2 psf Wind Pressure Down down 13.1 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 -220 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -274 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 54.9% LOAD ITEMIZATION - MP3 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 Existing Roofing Material Comp Roof (2 Layers) _ 5.0 psf Re-Roof No Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 9 psf(MP3) 9.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 7/12 Tributary Area Reduction Rz 1 Section 4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr 4= Lo(RI)(R2) Equation 4-2 Reduced Roof Live Load Lr 17 psf MP3) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 40.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Snow Guards to be Installed? No I Effective Roof Slope 30° Horiz. Distance from Eve to Ridge W 9.7 ft Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor � Fully EEx9posed Table 7-2 0. Structures kept just above freezing Snow Thermal Factor C� 1.1 Table 7-3 Minimum Flat Roof Snow Load (w/ Pr-min 28.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf, pf=0.7(C.)(Q)(I)Pg; pr 2t pf-min Eq: 7.3-1 28.0 pst,. 70% CE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof CS-roof All Other Surfaces Figure 7-2 Design Roof Snow Load Over P.-.f= (C.-.f)pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 28.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules s Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV ps_P„= (CS_P„)pf ASCE Eq: 7.4-1 Modules ps P° 18.7 psf 47% CALCULATION OF DESIGN WIND LOADS - MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SeekMountT"" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 Rafter Spacing 24"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 ,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 Mears Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 TopographicFactor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1 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(U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B F..xt.Pressure'Coefficient Down GC Down 0.88 Fig,6-1B/C/D-14A/a Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure Up p„ -14.2 psf Wind Pressure Down down 13.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 20 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 49.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20' NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -274 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DGR 54.9°!0 COMPANY PROJECT WoodWorkso Apr. 7, 2016 13:52 mp3(top).wwb Design Check Calculation Sheet WoodWorks Sizer 10.4 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL1 Dead Full Area 9.00 (24.011) psf SL Snow Full Area 28 .00 (24.011) psf PV DL Dead Full Area 3 .00 (24.011) psf Load magnitude does not include Normal Importance factor from Table 4 .2 .3 .2, which is applied during analysis. Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) — 6'-2.4,. 0' 5'-2" Unfactored: Dead 72 72 Snow 146 146 Factored: Total 218 218 Bearing: F'theta 520 520 Capacity Joist 390 390 Support 586 - Anal/Des Joist 0.56 0.56 Support 0.37 - Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 - Fcp sup 625 , - *Minimum bearing length setting used: 1/2"for end supports MP3 Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: 1 -Timber-soft Beam, D.Fir-L No.2; 2 -Hanger; Roof joist spaced at 24.0"c/c; Total length: 6'-2.4"; volume = 0.2 cu.ft.; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F] WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mp3(top).wwb WoodWorks®Sizer 10.4 Page 2 Analysis vs. Allowable Stress and Deflection using NDS 2012 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 48 Fv' = 155 psi fv/Fv' = 0.31 Bending(+) fb = 1095 Fb' = 1736 psi fb/Fb' = 0.63 Live Defl 'n 0 .16 = L/447 0 .40 = L/180 in 0.40 Total Defl'n 0.24 = L/299 0 .60 = L/120 in 0.40 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1. 000 1.500 1.00 1.15 1. 00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1. 00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1. 00 1.00 - 2 Emin' 0 .51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC 42 = D+S, V = 187, V design = 167 lbs Bending(+) : LC 42 = D+S, M = 280 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC' s are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 7.50e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. 5. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. COMPANY PROJECT WoodWorks® SOFrWA*f FOR WOOD 0MOV Apr. 7, 2016 13:54 mp3(bottom).wwb Design Check Calculation Sheet Wood Works Sizer 10.4 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL1 Dead Full Area No 9.00 (24.011) psf SL Snow Full Area No 28.00 (24.011) psf PV DL Dead Full Area No 3 .00 (24.011) psf SLU Dead Point No 3 .67 72 lbs DLU Dead Point No 3 .67 1 146 lbs Load magnitude does not include Normal Importance factor from Table 4 .2 .3 .2, which is applied during analysis. Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 4'-5,1 0' 1'-10" 3'-2" 3'-8" Unfactored: Dead 33 343 Snow 189 17 Factored: Total 221 359 Bearing: F'theta 520 520 Capacity Joist 683 683 Support 586 586 Anal/Des Joist 0 .32 0.53 Support 0.38 0.61 Load comb #2 #2 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.75 Cb min 1.75 1.75 Cb support 1.25 1.25 Fcp sup 1 625 625 1 1 *Minimum bearing length setting used: 1/2"for interior supports Maximum reaction on at least one support is from a different load combination than the critical one for bearing design, shown here, due to Kd factor. See Analysis results for reaction from critical load combination. F] � WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mp3(bottom).wwb WoodWorks®Sizer 10.4 Page 2 MP3 Lumber-soft, S-P-F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: All -Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 4'-5.0"; volume = 0.2 cu.ft.; Pitch: 7/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Analysis vs. Allowable Stress and Deflection using NDS 2012 : Criterion Analysis Value Design Value Unit Analysis/Design Shear fv = 56 Fv' = 121 psi fv/Fv' = 0.46 Bending(-) fb = 441 Fb' = 1349 psi fb/Fb' = 0.33 Deflection: Interior Live -0.00 = <L/999 0 .10 = L/180 in 0 .03 Total -0.01 = <L/999 0 .15 = L/120 in 0 .05 Cantil. Live 0 .05 = L/555 0.28 = L/90 in 0.16 Total 1 0.08 = L/309 1 0.42 = L/60 in 0 .19 Additional Data: FACTORS: F/E(psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb' - 875 0.90 1.00 1.00 0.993 1.500 1.00 1.15 1.00 1.00 - 1 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1. 00 1.00 - 2 Emin' 0 .51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #1 = D only, V = 200, V design = 196 lbs Bending(-) : LC 41 = D only, M = 112 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 7.50e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10 .3 Lateral stability (-) : Lu = 11 -6 .50" Le = 21 -10.63" RB = 7.34 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. . ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A F AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING CITY OF NORTHAMPTON EMT FSB FIRE SETT-BACKA METALLIC TUBING SANS MAY BE ENERGIZED IN THE SIGN WILL BE PROVIDED WARNINGOOFNTHE POSITION, BUILDING DEPARTMENT 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 These plans have been reviewed HOG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL And approved, 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 ®ate kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY Signature L29ME—. 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 Pal POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS, S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAR INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 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 JOJB-0102049 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: B NUMBER: CONTAINED SHALL NOT BE USED FOR THE CAROL BEVAN—BOGART Carol Bevan—Bogart RESIDENCE Joe Pickett ���t. ■ � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: — . NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 5 4 S PARK TER 7.8 K W P V ARRAY "' PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MOWI.Es- FLORENCE, MA 01062 24 St. Matin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME: SHEET: REV: DATE; Maiborwgh,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 -4MIssION OF SOLARCITY INC. SOLAREDGE SE760OA—US002SNR2 COVER SHEET PV 1 4/7/2016 a (888)-SOL-CITY(765-2469) www.edarcitycom PITCH: 30 ARRAY PITCH:30 MPI AZIMUTH: 157 ARRAY AZIMUTH: 157 MATERIAL:Comp Shingle STORY. 1 Story PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 157 ARRAY AZIMUTH: 157 AC MATERIAL:Comp Shingle STORY: 1 Story E�E PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH: 157 ARRAY AZIMUTH: 157 MATERIAL:Comp Shingle STORY: 1 Story LEGEND (E) UTILITY METER & WARNING LABEL MP3 _pL �9 6 INVERTER W/ INTEGRATED DC DISCO D1491 & WARNING LABELS STR $ CHAAA I®l DC DISCONNECT & WARNING LABELS JEEE31 AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Front Of House R-1 LOAD CENTER & WARNING LABELS 10 1 1 1 1� DEDICATED RV SYSTEM'METER 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR ' — GATE/FENCE (E)DRIVEWAY 0 HEAT PRODUCING VENTS ARE RED r-_-1 I%/ 11 INTERIOR EQUIPMENT IS DASHED _ L-'J 54 S Park Ter SITE PLAN Scale: 3/32" = 1' 01, 10, 21' . I I i S E-Im- CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-01 02049 00 PROM OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., CAROL BEVAN-BOGART Carol Bevan-Bogart RESIDENCE Joe Pickett MOUNTING SWU: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 S PARK TER 7.8 KW PV ARRAY AqsolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH JOB FLORENCE, MA 01062 THE,SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 24 St.Martin Dri",Bulding 2,Unit 11 SOLARQTY EQUIPMENT, WITHOUT ME W-11— INVERPAGE NAME, SHEET: RR- DATE: Marlborough, MA 01752 PERMISSION OF,SOLARCI—-"IC. TER: T. (650)638-1028 R (650)638-1029 SOLAREDGE # SE760OA-US002SNR2 SITE PLAN PV 2 4/7/2016 (888)—SOL—CITY(765-2489) www sdarcity com S1 (E) 2x10 S1 4» 8'—5» 10'-3" (E) LBW (E) LBW SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2A NTS A MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 4811 2011 ROOF AZI 157 PITCH 30 PORTRAIT 48" 20" RAFTER 2X6 @ 16" OCSTORIES: 1 ARRAY AZI 157 PITCH 30 RAFTER 2X12 @ 16" OC ROOF AZI 157 PITCH 30 C.I. 2x6 @16" OC Comp Shingle-Solid Sheathing ARRAY AZI 157 PITCH 30 STORIES: 1 Comp Shingle S1 S1 „ —10" '-4" 5'-2" (E) LBW (E) LBW SIDE VIEW OF MP3 NTS C SIDE VIEW OF MP28 NTS D MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" PORTRAIT 48" 20" TOP CHORD 2X4 @ 24" OC ROOF AZI 157 PITCH 30 STORIES: 1 ROOFAZI 157 PITCH ARRAY AZI 157 PITCH 30 RAFTER 2X12 @ 16" OC ARRAY AZI 157 PITCH 30 STORIES: 1 BOT CHORD 2X4 @24" OC Comp Shingle C.]. 2x8 @16" OC Comp Shingle JB2 0 49 0 0 "" °Y" DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE CAROL BEVAN-BOGART Carol Bevan-Bogart RESIDENCE Joe Pickett �Ola f�'}� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w,',`" 1. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 S PARK TER 7.8 KW PV ARRAY PART To°TH: OUTSIDE THE RECIPIENT'S Mss FLORENCE MA 01062 ORGANIZATION„ ,,SEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE JSE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET. REV: DATE: Marihorough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. INVERTER:SOLAREDGE SE7600A—US002SNR2 STRUCTURAL VIEWS PV 3 4/7/2016 (888)-SOL-CITY(765-2489) .salarcity.c«n PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE HOLE ZEP LEVELING FOOT (1) LOCATION,AND, DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) ROOF DECKING (2) (5) INLL LAG BOLT WITH 5/16" DIA STAINLESS (5) SSTAEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STAN DOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0102049 00 PREMISE OWNER: DESCRIPTION: DESIGN:CONTAINED SHALL NOT USED FOR THE CAROL BEVAN-BOGART Carol Bevan-Bogart RESIDENCE Joe Pickett �Olar.�'� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 7 /� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 54 S PARK TER 7.8 KW PV ARRAY iii� y PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PD05.18 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER. PAGE NAME SHEET: REV: DATE. Marlborough,MA 01752 PERMISSION OF,SOLARCITY INC. T. (650)638-1028 F: (650)638-1029 SOLAREDGE # SE7600A—US002SNR2 STRUCTURAL VIEWS PV 4 4/7/2016 (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 ## SE760OA-US002SNR LABEL: A —(30)TRINA SOLAR ## TSM-260PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:14 640 325 Tie-In: Load Side Tap Inverter; 76'OOW, 240V, 97.57.a w/Unifed Disco and ZB, RGM, AFCI PV Module; 25OW, 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 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 CUTLER-HAMMER Disconnect +EGM 20OA/2P SOLAREDGE MP1,MP2: 1x18 40A SE760OA-US002SNR2 -------- ----------- ------------------� A L1 I B I I L2 DC+ I I N DG I 2 I r------------ -- GND --- EGCI DC+ M ---------------------- +— GEC TDG cMP2,MP : 1x1 EGC--- ---------------------tI)Conduit ------------- G ----------------- - I i i 20OA/2P Kit; 3/4' EMT I JN I —— (E) LOADS z z EGC/ C •� TO 120/240V I • SINGLE PHASE UTILITY SERVICEGec _Y I I I I I i I i i I I I i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP TT (2)Gr qd Rod e (I)CUTLER—HAMMER /DG222NRB PV OO)SOLAREDGEJP300-2NA4AZS DC O1 5�8 x 8' C per ^ Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC PowerBox Optimizer, 30OW, H4, DC to DC, ZEP —(2)ILSCO#IPC 4�0- 6 —(1)CUTLER— AMMER#DG100N8 „ (1)AWG �6, Solid Bare Copper Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground�Neutral It; 60-100A, General Duty(DG) 1 1� ST -(1)CIITLER—HAMMER /DS16FK LOAD SIDE TAP. DISCONNECTING MEANS SHALL BE PER NEC. Class R Fuse Kit —(1)Grand Rod; 5/8" x 8', Copper -(2)FfuseAZ4oA 25ov, Cl �ass RKS PV BACKFEED OCP (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE _._..__.. .. ... _ ___..._..___.... __ ____ _._._. .___ -- _ _._._.. __ _.._.___._._ __ ....___ _.... _. _._._...._.....__._.__... _ ....__. ._._.___ __. _........._.. _. _-__.__ _____ - _-_- 3 1 AWG #8, THWH-2, Black (2)AWG /10, PV Wire 600V Blodc Voc 500 VDC Isc =15 ADC OIsF(1)AWG /8, THWN-2, Red O (1)AWG /6, Solid Bare Copper EGC Vmp =350 VDC Imp 13.2 ADC L LL(1)AWG /10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC O Conduit Kit; 3/4 EMT. . . . — -(1)AWG A.TFIWN-2,.Green . . EGC/GEC._(1)Conduit,Kit;.3/4'.E. . . . . . . . . . . (2 AWG /10, PV Wire 600V, Bladc Voc* —500 VDC Isc —15 ADC O (1)AWG /6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.8 ADC . . . . . . . . I)conduit Kit 3/4' EMT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J B-0102049 0 0 PREMISE D�'ER: DEscfwnON: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN TOB NUMBER: `\`!} solarCity. CONTAINED SHALL NOT BE USED FOR THE CAROL BEVAN—BOGART Carol Bevan—Bogart RESIDENCE Joe Pickett16 (888)-SOL-CITY �.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ,NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T C 54 S PARK TER 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS [MODUUES- 'e FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION NTH24 St.Matin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME: SHEET- REV: DATEMarlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN [INVERTER: T: (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 THREE LINE DIAGRAM PV 5 4/7/ (765-2489) www.solarcity.com WARNING PHOTOVOLTAIC POWER SOURCE Label • •n: Label Location: '• • • -- :Code: - WARNING _ :'_ �WARNING Code: NEC • • ELEOTRIC SHOCK HAZARDNEC ELECTRIC SHOCK HAZARD DO'NOT TOUCH TERMINALS •• THE DC CONDUCTORS OF THIS •• Label Location: TERMINALS(3N BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE' • BE USED WHEN PHOTOVOLTAIC DC LtAD'SiDES MAY BENEROZEt UNGROUNDED ANOINVERTERIS DISCONNECTPer Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED• . NEC .•0 LabelLocation: •_ • • -•PHOTOVOLTAIC POINT OF • MAXIMUM POWER-� INTERCONNECTION Per ••- POINT CURRENT{Imp) A Per WARNING: ELECTRIC SHOCK • MAXIMUM POWER-- ••_ 690.17.4;HAZARD. DO NOT TOUCHNEC • 0 POINT VOLTAGE(Vmp) VNEC 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) AN'D MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT - MAXIMUM AC Label Location: OPERATING VOLTAGE V WARNING ' Per ..- ELECTRIC SHOCK'HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• • ®RLea] ENERGIZED CAUT��N • DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • WARNING •_ •• - Label ELECTRICAL SHOCK HAZARD • • DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' • TERMINALS ON-BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN-POSITION CIRCUIT IS BACKFEDNEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT .•- • • WARNING '• Per ..- INVERTER OUTPUT Label Location: CONNECTIONNEC '• PHOTOVOLTAIC AC '• DO NOT RELOCATEDisconnect DISCONNECTPer Code: THISODEVCERRENTConduit NEC ••/ 14.C.2 (CB): Combiner :• Distribution Disconnect InteriorLabel Location: (IC): • • (Ill Inverter With -• -• Disconnect MAXIMUM AC A ' -• Load oilOPERATING CURRENT Per •• (11i Utility Meter MAXIMUM AC - OPERATING VOLTAGE VNEC 690.54 (111 Point of • • wels,z 121 1 1'4!VIDU 0 1 A N A I z RK111 • 1 1 1' WRY.) 3055 aearview Way 1 1 / •• 1' • 1 1 1 San Mateo,CA 94402 1 1ffil "M 1 iN 1 k Y 1 1 1will • -,;SolarCity ®pSolar Next-Level PV Mounting Technology ^SolarCity ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs a - r �r06 Leveling Foot m� Interlock ,..� ,, „; Part No.850-1172 , Ground Zep � ETLlisted to UL 467 lcvaiing i'bot � s, Zep C le PV Module r Rod Attachm l �,.. Array Skirt � Comp Mount Part No.850-1382 1 x Listed to UL 2582 { Mounting Block Listed to UL 2703 pOMPAPI, Description •a PV mounting solution for composition shingle roofs FA Works with all Zep Compatible Modules °OMPpt�O 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" Interlock Ground Zep V2 DC Wire Clip �L LISTED 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 -7 • 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, 850-1460,850-1467 zepsolar.com zepsolar.com 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 - SD a r' " r SolarEdge Power Optimizer Module Add-On for North America P300 ! P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (for 60-cell PV (for 72-cell PV (for 96-cell PV modules_)_ '', modules) modules) P300 J P350 / P40 • INPUT Rated Input DC Powers" 300 350 400 W y 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 - s � Maximum Efficiency 995 % Weighted Efficiency Overvoltage Category 988 � 1 .. .. _ r OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _p - - ,x � • Maximum Output Voltage 60 _ Vdc IF", ,p.., Maximum Output Current... 15 .... Adc �. � iz, s OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety �. � g ,! STANDARD COMPLIANCE Powerer O timer _ 1 -- - Vdc , FCC Part15 Class B,IEC61000 6 2,IEC61000-63 Safety IEC62.109-1(class 11 safety),UL1741 r 1 RoHS Yes .INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 1.59 mm In Nil Weight(including cables) 950/2.1 gr/lb _ Input Connector MC4/Amphenol/Tyro Output Wire Type(Connector Double Insulated;Amphenol ' [ Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range 85/ 'C 'F + Protection Rating IP65/NEMA4 Relative Humidity 0-100 % '. , 'l Rated STC power of•M1e motlu e.Module pl up to+5%power tolerance a pwetl. r- _ .. THREE PHASE THREE PHASE PV SYSTEM DESIGN USING A SOLAREDGE ,,7I, INVERTER SINGLE PHASE 208V 480V V power01`ttfllZ f�3f'#"at ih IttlGffUte-lev+ Minimum String Length(Power Optimizers) ._..._ _. 8 ..._... __ 10 .... 18 '" Up to 2$°rQr more4nel'gy - Maximum String Length(Power Optimizers) 25 25 50 - Superior efficiency{99.5'}6) Maximum Power per String - 5250 6000 12750 W i Parallel Strings of Different Lengths or Orientations Yes MiffgatesA types of module mismatch losses,from Manufacturing tolerance to partial shading Flexible system design for maximum space utilization fast installation with a single bolt I Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety ';1. • ii -F" >4,'.N E .A c;. IS 1 Sr r u . H, 4. r: Yl v,by }d t t .,ate THE Vnamount V( DUL TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF PV MODULE w ECT,P'CAz DATA;'STC unit:nim Peak Power Watts-P-(Wp) 245 250 255 260 941 -.- - Power Output Tolerance-Ply-O 0-+3 o e Maximum Power Voltage V-(V) 29.9 30.3 30.5 30.6 Hcrrox o THE Trinal 1 luunt a Maximum Power Current-tnw(A)- 8 20: 8.27 8:37 8.50 WAMEPl E o Open Circuit Voltage Voc(V) 37.8 38.0 38.1 38.2 ns0i9 2 sate Short Circuit'Gurrent-)sc(A) 8.75 8.79 8.88 9.00. S Module Efficiency q°,(%) 15.0 15.3 15.6 15.9 If A STC:Irradiance IEgo w/m',Cell Temperature 25�C,Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5%at 200 W/m2 according to EN 60904-1. 'O o a.,E-'. R CAL DATA 9 NOCT a CELL Maximum Power-PMnx(W p) 182 186 190 193 ■(0 g ,® Maximum Power Voltage-V.,(V) 27.6 28.0 28.1 28.3 MULTI CRYSTALLINE MODULE s¢a3caou rn cuorr Maximum PowerCurrent-IMPP(A) 6.59 6.65 6.74 6.84 WITH TRINAMOUNT FRAME onnin wLe A A Open Circuit Voltage.(V)Voc(V) 35.7 3S.2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7,10 : 7.17 7.27 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,wind Speed 1 m/s. PD05.18 r 812 80 W � Back View POWER OUTPUT RANGE MECHANICAL DATA 11 Solar cells Multicrystalline 156 x 156 mm(6 inches) Fast and simple to install through drop In mounting solution Cell orientation 60 cells(6 x 1_0l Aft Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 15 _ __ _ Weight 21.3 kg(47.0 lbs) MAXIMUM EFFICIENCY Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass _ - A-P' RSLck6hSet White'.. Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove -- I-V CURVES OF PV MODULE(245YV) J-Box IF 65 or IF 67 rated ~ _ _ Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), ...._._ ............ ......._ _._..._ .. .._......._ .. _..._..... __......... ____..- 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9P�'- l000w/ - Fire Rating _ Type Highly reliable due to stringent quality control �6..1 6WW/m >fil3 g`bal n':C �fcrfi-in.et ` .. .; ,.- ,.. `1 •, "ifs U 4.m1 AoOW/m' TEMPERATURE RATINGS MAXIMUM RATINGS I.,..., ,- ..,�.4 _ . f nE.'k g :f:IfYt sr"U J t t It Ic 3m� .... Nominal Operating Cell Operational Temperature 40-+g5°C )f,,'`.3 �' -r'k, '~ CIJtiE 44°C(t2°C) .,«L.:.ein1-or.v^n i i.' , O(` 2�� - Temperature(NOCT) Maximum System 1000voc(lEC)1. 200W/m ...... ...._.__.. ............. om - Temperature Coefficient ofPrux 0.41%/1C Voltage 1000VDC(UL) .,:merit _.T ;c, u1Ce NJ11 S;C, _ - a lot. 20.01 30.°' 4E.- DCt:SE' P Cwt i the I L, `il"C-is Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Voltage(v) jo Certified to withstand challenging environmental TemperatureCoeffcientoflsc 0.05%7°C rir otiv,�, conditions - Tri ...., -. WARRANTY L,art a CI „rel=.t,'-1 10 year Product Workmanship Warranty v +-rl str� m ah;/ 25 year Linear Power Warranty r,erlelicla.i ccd t, c-r..:c :ill .;''r,:`r I .,�.C ?I ..:,. 'JI,Tf){ (Please refer to product warranty for details) G and ther p or r �s C>the P1 CERTIFICATION LINEAR_ PERFORMANCE___WARR_ANTY PACKAGING CONFIGURATION ��-- SR - - TO Year Product Warranty •25 Year Linear Power Warranty � us 25 es Modules per box:26 pieces Trina Solar Limited - Modules per 40'container:728 pieces --. ----__. ._ ......-- -- - .._.-_....__. __ _..__.._._. � � ' C71C31gE _ _ arq®1 y'czlcra f73arP2 7' coMxaunNr p 90% rtrtU SQlarS linear warrgpf CAUTION'READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. J po15 y ©2014 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject toc g0% Trinasolafichange without notice�3 SmArL.-.3•ra':If.a�+h.=i JtT`13;'C Energy T-;djE;`iFPEr Years 5 10 15 20 25 'Y SMPfP'r THE TRinamount MODULE TSM-PD05.18 Mono Multi Solutions DIMii,NSIONS OF PV MODULE ELECTI-DATA-�STC untj:Eorn Peak Power Watts-p-JWP) 250 255 260 265 941 --- Power Output Toleronce-Pm 1%) 0-+3 JONCTION Maximum Power Voltage V.,IV) 30.3 30,5 30.6 30.8 imumPower vrren-l-fA) ,6 THE Max AM Tirinalvolin o U IhH_EPLATE Open Circuit Voltage-Voc(V) 38.0 3B.11 38'.2 38.3 Short Circuit CtUrfei(A) 8,79 8.88 9100 9.10 Module Efficiency ri 1%) 15.3 15.6 15.9 16.2 ST HE chance 1000 WIm',Cell Temperature 250C,Air Mass AMI.5 according to EN 60904-3. MODULE Typical efficiency reduction of 4.5%at 200 W/maccording to FIN 60904-1. O ELECTRICAi DATA�NOCT Maximum Power-P.Ay(WP) 186 190 193 197 60 CELL Maximum Power voltogi IV) MO 28.1 28,3 28,4 MULTICRYSTALLINE MODULE 4 3 EROUND NO HOLE Maximum Power Current-Imn,(A) 6.65 6.74 6.84 6.93 PD05.18 A- -A open Circuit Voltage(VI-V-(V) 35.2 35.3 35,4 35.5 WITH TRINAMOUNT FRAME .14-L Short Circuit Current(A)-isc(A) 7.10 7.17 7.27 7.35 NOCT:Irradiance at 800 W/ni Ambient Temperature 20'C,Wind Speed I m/,. 250-265W Back View 812 180 MECHANICAL DATA POWER OUTPUT RANGE Solar cells Multicrystalline 156-156 mm(6 inches) Cell orientation 60 cells 16 x 10) Fast and simple to install through drop in mounting solution Module dimensions650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) Weight �i kg(43,12 lbs) 16.270 ------------------ Glass 3.2 mm 10.13 inches),High Transmission,AIR Coated Tempered Glass MAXIMUM EFFICIENCY - L A-A BockshEirpt White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy J-Box 1P 65 or IP 67 rated Cables Photovoltaic Technology cable 4.0 (0.006 inches'), + Fri/0 1200 mm(47.2 inches) ............- ..........I........... i-V CURVES W PV MODULE(26OW) Connector H4Amphenol POSITIVE POWER TOLERANCE low - 9.00 L.EvI/rr, Fire Type UL 1703 Type 2 for Solar City P0 Highly reliable due to stringent quality control F100 A-'s a leoding;1..c.^3eD0 "a e,�' c�,c, On TEMPERATURE RATINGS MAXIMUM I Nominal Operating CellOperational Temperature -40-,85'C ,,mdu-�,we be.ieve TANIRfir, tt Temperature[NOCT) 44*C(±2*C) vith oor,r,,ers maximum System IODOVDC(IEC) .......................... ......... cr.::(,-.ol s u,.,c It h(s,.(,-i! Temperature Coefficient of P-x 0,41%/-C Voltage 1000VDCJUQ pre-'Once orciJ.-A the globe,Trina:z Temperature Coefficient of Voc 0.32%/*C Max Series Fuse Rating 15A ,oble to provioJe exceotiorial sery om ta, ("Ustomel III euci-'rfrafit,-,I Certified to withstand challenging environmental 0 io 20 3o 40 0O Temperature Coefficient of liso 0,05%/'C ond suloiiFrit our�rfnve, conditions hak _e omducts iti- in4 i ithl-io o�c ,o g,bcinkctbie WARRANTY ra':".e-r. V'ye are C""mirr"".ed, CERTIFICATION 10 year Product Workmanship Warranty 25 year Linear Power Warranty in' (Please refer to product warranty for details) Oilers,developer�,d sti C& c 010u. bar kbone o�of Shared"J�"Ce�c ri LINEAR PERFORMANCE WARRANTY 2 EIEEE PACKAGING CONFIGLI RATION CeiviLIANT 2, 10 Year Product warranty-25 Year Linear Power Warranty Modules per box:26 pieces E Trina Solm Limited ----------- ................... nln. Modules per 40'container;728 pieces ----------- a gFr% CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING TI IE PRODUCT Qa..P4I, er 2015 Trino Solar Limited.All rights reserved.Specifications included in this clotashoet are subject to 80% change without notice.Trin-asolar Trin-asolar Smart Enerqv Together 1--ther Years '�Npfl-'�s 5 10 15 20 25 T"""Ia-da?d A solar=9e Single Phase Inverters for North America sola r — • • - . SE300CA-IJS/SE3800A-US/SE500OA-IJS 'SE6000A-US,% r SE7600A-US/SE10000A-US/SE1i400A-IJS SE3000A-US 'SE380OA-USI,. SESOOOA-US SE6000A•US SE760OA-US•: SE10000A-US SE1140OA-US , OUTPUT SolarEdge Single Phase Inverters . 10000@240V Nominal AC Power Output 3000 3800 5000 6000 /600 9980 @ 208V 11400 VA 5400 @ 208V 10800 @ 208V For North America Max.AC Power Output 3300 415( 5450 @240V E>000 8350 10950 @240V 12000 VA AC Output Voltage Mir.Nom Max" ✓ _ ✓ 183-208-229 Vac SE300OA-US/' SE380OA-US/ SE500OA- S/SE600OA-US/I AC Output Voltage Min.-Nom211- 't' ' ✓ ✓ J ✓ ✓ ✓ ✓ 264 VaC SE760OA-US/SE10000A-US/SE1140OA-US AC Frequency AC Frequency Min:Nom:-Max.°h 59.3 60-60.5(with HI country setting 57 60-60.5) Hz „s`s ,. �. 24 @ 208V 48 @ 208V Max.Continuous Output Curren? 12.5 16 25 32 47.5 A < tra,..z. Threshold = 21@ 40V 4 @ 40V r� t' : 2 C FDI 1 A Utility r Monitoring,161anding Protection,Gauntry ConhgurabeTres lhholas Yes - _ _ _ Yes INPUT .. _. _ .. -_ a Maximum DC Power(STC) 4050 5100 6750 8100 __ 10250 13500 - 15350 W aP ;tk r» ' '.a* Transformer-less,Ungrounded Yes Max.input Voltage Soo - Vdc Nom.UG Input Voltage 325 @ 208V/350 @ 240V Vdc z 16.5 @ 208V 33 @ 208V r,.. . Max.input Current)1 9.5 '13 18 23 34 5 Ade :r" ,o- �, p 1.55 @ 240V 30.5 @ 240V - x Max.input Short Circuit Current45 Adc - '� Reverse Polarity Protection Yes e < sr Ground-Fault Isolation Detect,on £OOIti:Sensitivity jri Maximum inverter Efficiencv 97.7 98.2 98.3 98.3 98 98 98 y� 97.5 @ 208V 97 @ 208V CECWeightedEfficiency 97.5 98 97.5 97 - 975 % ' 98 @ 240V 97.5 @ 240V - s , Nighttime Power Consumption _ <2.5 <4 ..._W .. FEATURES Supported Com e ADDITIONAL Communication Interfaces I R5485,RS232,Ethernet,ZigBee(optional) ' n Revenue Grade Data,ANSI C12.1 Optional"' Rapid Shutdown NEC 2014 690.12 Functionality er ablea when SolarEdge raped shutdown kit is mstalledi4i_ 3T STANDARD COMPLIANCE % »U 8- — ety � r a Grid s connection Standards - - — UE.i741,FC 6 EEE15 c�a998�CSA 22.2 ,, �. x - 9', a Em vP _ _ ...... ._ .._ INS_TALLATIO_N_SPECIFIC_ATIONS _ ......................... AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG 10 3 ,, DC input conduit size/0 of strings/ 3/4"minimum(1-2 strings/ 3/4"minimum/1-2 strings/15-6 AWG 14-6 AWG AWG range Dimensions with Safety Switch 305 x 12.5 x 10.5/ in/ (HxWxD) ''i 775 x 315 x 260 mm 305x12.5x7.2/775x315x184 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 I Fans(user replaceable) fan(user The b4'S D�Ce or-Sol enaNed S st' S replaceable) <50 dBA #,� _ Noise i <25 :. int ted arc fault'.protection for NEC 2611 6 x1 coin liance Min.-Max.Operating Temperature . +a p, (Typ p -13 to+140/-25 to+60(-40 to+60 version availableis) 'F/'C Range +" Superior effic'lency{}$%) Protection Rating NEMA 3R _ Small,lightweight and easy to install on provided bracket For other regional settings please contact 6 rEdge Pport. Built-in A higher current source may be used, sed the inverter will mit Its input current to the values stated. — Built to module-level monitorin Revenue grade inverter P/N:SExX A-US000NNR2(for 760OW inverter SE7600A-US002NNR2). g �0�Rapid shutdown kit P/N.SE1000-RSD-Sl. — Internet connection through'Ethernet or Wireless -40 version P/N:SExxxxA-US000NNU4(for 7600 W Inverter:SE7600A-US002NNU4). - Outdoor and indoor installation — Fixed voltage inverter,OC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 ON 25sncROHS U5 �.. E .?A.% TA."V R�.`C:E .i-`�riN�C. l."..., LI.T�AII �<F(?E.<iN S�:S?r"I 4S/lhrlv'.svIGC2dgP.Gw