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32C-121 (17) 20 FRUIT ST-APT 2 BP-2016-1046 GIs#: COMMO WEALTH OF MASSACHUSETTS Map-.Block: 32C- 121 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-2016-1046 Project# JS-2016-001773 Est. Cost: $18000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. ft.): 10497.96 Owner: DAN JEFFREY A&TALA R ELIA zoning: URC(100)/ Applicant: SOLARGITY CORP AT. 20 FRUIT ST -APT 2 Applicant Address: Phone: Insurance: 604 SILVER ST (971)215-2369 O Workers Compensation AGAWAMMA01001 ISSUED ON:3/1/20116 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL ROOF MOUNTED 7.14 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 3/1/2016 0:00:00 $75.00 212 Main Street,Phone(413)$87-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1046 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (978)215-2369() PROPERTY LOCATION 20 FRUIT ST-APT 2 MAP 32C PARCEL 121 001 ZONE URC(100)/ THIS SECTION FOR OFQCIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED CLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid B Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 7.14 K)y SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existine Accessory Structure Buildim,, 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* i 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 liti Delay Sig re of Building Official Date Note: Issuance of a Zoning permit does not relieve a appli ant'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. ' P8rkrttti a ifs# a City of Northampton it Building Department ul 0, "'YV i mlf 212 Main Streeto ' Room 100 y� Z it111 w NSeEc�o hampton, MA 01060 w ��# of �` I P m . e 413-587-1240 Fax 413-587-1272PPlott$lte lans y 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 20 Fruit St Apt 2 Map Lot Unit Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Jeff Dan 20 Fruit St Apt 2 Northampton, MA 01060 Name(Print) Current Mailing Address: 413-575-1932 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junck 604 Silver St Agawam MA 01001 Name(Print) Current Mailing Address: 978-215-2367 Sign ure 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 12,000 (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4 +5) 18,0010 Check Number This Section For fficial Use Only Building Permit Number: ate k sued: Signature: Building Commissioner/Inspector of Buildings Date i/wj u 1� Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomple4Information Existing Proposed Required bypZoning This column to be filled inky 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 appli cable) —7 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 intergonnected 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 r ad ition toexlstlnaboousirimaletathefollowind: 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 Nq. 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 COMPLETEDW EN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PE MIT Jeff Dan as Owner of the subject property hereby authorize SOLARCITY to act on my behalf, in all matters relative to work authorized by this Wilding permit application. 02/25/2016 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 JUNCK Print Name 02/25/2016 Signature o wner/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 Expiration Date 978-875-1698 Signature Telephone Ln � °' y Not Applicable ❑ SOLARCITY CORP/VICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address Expiration Date 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. Hohie Owner Exemori In 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 TheCammonweaft of Massachusetts Department of Int ustrialAccidents Office Of IN100stigaamts ' „ 1 I Congress Stwied,Scute 100 F 7"� Boston,MA021142017 Workers'Compensation Insurance Af daviti Builders/Contractors/E lectricians/Piumbers Applicani[ or #ion PIMe Paint Legibly Name(BusincWOrganixationttndividual): SOLARCITY OORP Address:3055 CLEARViEW WAY City/State/Zip:SAN MATEO,CA 94402 Phone#:888.765-2469 Arc you an employer?Check the appropriate box: I.� 1 am a employer with 5000 4. Q I am a general contractor and 1 Type of project(required}: e sub-contractors 6. E]New constntction employees(full andtoroart-tithe). have hired the 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. []Remodeling ship and have no employees These sub-contractors have S. []Demolition working for me in any capacity. employees Ind have workers' [No workers comp.insurance comp.insurance. t 9. 0 Building addition required.] 5. 0 We are a cgrporation and its 10.❑Electrical repairs or additions 3.0 1 am a homeowner doing ail work officers have exercised their I t.❑Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12.[]Roof repairs insurance required.]t c. 152,§1(4),and we have no SOLAR i PV employees,;[No workers' 13.H Other coinp.insuMace required.] "Any applicant that dircla box 01 most also fill out the section below showing(heir workers'compertsatinn policy wrotrnation. t itomroKners who submitthis affidavit indicating they arc doing all work and Then hire outside contractors must submit a new a ffidavil indicating such. $Contractors tied check this box must attached an additional sheet showing the"Y ine of the sub-contractors and state whether or not those entities have employees. irthe sub--oniractors have employees,they must provide their wo*ers'comp.policy number. I Ron all employer that is providing workersconnpensesfton iiislarance fiir my erorlployea. Aclow is the polky and jab site lir,foFnrrttiop. '� Zurich A Insurance Company Name: Policy o111pd11y Polis It or Self-ins.Lie. ll: WC0182014-00 09/01/2016 Y .�j-_'..__._._..,.,_. _ �-`� Expiration Date: - -- - ��/� r� Job Site Address: _,;;k<%, ��.(.it - - cam. City/state/zip. - l " to 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 MOL c. 152 can lead to the imposition of criminal penalties of fine up to$1,500.00 andlor one-year imprisonment,as well as givil penalties in the form of a 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 the Office of investigations of the DIA for insurance coverage verification, I oto hereby certify sander the pains sono! analtle sof„perjury 001 Ase Inrarnindarr provider!above is true erred correct. r'c �'�"'�._.�..�' Phone-tl: {ljflclal nose oniiy. Do not write in this area,to be conipleteil icy city or towit official. City or Town: Permit/License# Issuing Authority(circle one): i.hoard of Health Z.13uilding Department 3.City/Town Clerk 4.Electrical inspector S.Plumbing Inspector 6.Other Conlact Person: Phone#: A�RV CERTIFICATE OF LIABILITYINSURANCE 0F0811712015 lYYYY) 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 INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poHcy(ies)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 . .. HARSH RISK&INSURANCE SERVICES NAME:PHONE �1 Fax 345 CALIFORNIA STREET,SUITE 1300 IALC Ne.li ijAltyMol., _ CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO CA 94104 DREss;_ Attn:Shannon Scott 415.743 8334 tNsURls�s)AFFORDING COVERAGE ..- _. NA1C rt . 998301_STND-GAWUE-15-16 INSURER A:Zurich American insurance Company 16535 INSURED . . .. ... .......- - INSURER B:NIA NIA SDIarCity Corporation +.. —-—- 3055 Cleatview Way INSURER C;NIA 'NIA San Mateo,CA 94402 INSURER D.;American Zurich insurance Company 40142 .INSURER E, . NS UR FR F: COVERAGES CERTIFICATE NUMBER: SEA-002713836-08 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 BY PAID CLAIMS. WSR — ._...._.... ADPI.SUER ........_..._.—._._—.._.— .POLICY BFFT POLICY ERP LS TYPE OF INSURANCE POLICY NUMBER MfODJYYYY 1 MMIODIYYYYI LIMITS A I X '.COMMERCIALGENERAL LIABILITY tGLQ01B2016-DD 09!4112015 ;0910112016 EACHOCCURRENCE S 3,000,000 5— t)ALfAGE TO RENTED ..,CLAIMS-MADE 1.X._.OCCUR I ? PRf;M35FS{Ea occurcence). .S .._...... 3000.000 XX SIR:$250,OD0 i MED ERP(Any.one Person S r)'000 ..__. .,... ... ......_.. _... . _...._. _� .. ._....... .. PERSONAL&ADV INJURY 5 3.000,000, GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 6,000,000 .. PRO- I...-. s ......_._.............._......_.--- ._... ........-.. x 1 POLICY L..J JECT I, .,L LOC PRODUCTS-GO MPIOPAGGi.S 6,000000 OTHER: I I S A AUTOMOBILE LIABILITY .13AP0182017-00 0914112015 •0910112016 COMBINED SINGLE LIMIT $ 5.000,000 X ANYAU70 j BODILY INJURY(Per person) $ ALL OWNED SCHEDULED -- - " X i X BODILY INJURY(Per scddent) S AUTOS ..... AUTOS .... ...... ... ......... XX NON•OWN6D PROPERTY aAIdRGE S HIRED AUTOS ..... AUTOS i 1Per acadenl_....._............ ...__._...._...................... , COMPICOLL DED: s $5,000 UMBRELLA LIAO I OCCUR ! EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADEI AGGREGATE S DED I RETENTION S I I S D WORKERS COMPENSATION WC0182014-DO(AOS) 09101/2015 09101/2016 X f PER 1 AND EMPLOYERS•LiARILITY iTA7)17E,. LCA" A YIN CO182015.00 1 MA) 0981112015 09,1112016 t.. ANY PROPR[ETORIPAR7NERIEXECUTIVE NN l E L EACH ACCIDENT 5 1 006 W6 OFFICER/MEMBER EXCLUDED? A I t ." .. . .�.... ... {Mandatory In NH) ;WG DEDUCTIBLE:$500,000 E.L.DISEASE-EA EMPLOYE _S 1'ODD 000 If yes.describe under .. ....._... .--- - ...... I DESCRIPTION OF OPERATIONS belaw ! E.L.DISEASE-POLICY LIMIT $ 1,0D0,000 DESCRIPTION OF OPERATIONS/LOCATIONS r VEHICLES IAC.ORD 161,Additional Remarks Schedule,may be attached K more space Is requlredl Evidanc6 of Insnranm.. CERTIFICATE HOLDER CANCELLATION S61arCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cimiew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Masao,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORM90 REPRESENTATIVE: of Marsh Risk&Insurance Services I CtlarIOS MarmolOjO CC}1988-2094 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:53164A76-4F76-469C-8527-1 B934FE8A8E2 iUy- I PPA SolarCt Customer Name and Address Installation Location Date Jeff Dan 20 Fruit Street Apt Z 2/8/2016 20 Fruit Street Apt 2 Northampton,MA 01060 Northampton, MA 01060 Here are the key terms of your Power Purchase Agreement $ AMB6, 70c 20" yrs 0 3,00h, 0 System installation cost Electricity i ate kWh Agreement T Initial he., Initial he'[i_''_, The SolarCity Promise •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ......... .......................... initial hereE •We warrant all of our roofing work. DS •We restore your roof at the end of the Agreement. •We warrant, insure, maintain and repair the System. ...... ................................................... initial here E •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 2/8/2016. Your SolarCity Power Purchase Agreement Details Your Choices at t4 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 Est.amount due at building inspection the latest solar technology under a new year term of our Agreement and $0 contract. not beyond that term. -You may purchase the System from Est.first year production SolarCity for its fair market value as 5,047 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 Way, San Mateo, CA 94402 1 888.765.2489 solarcity.com 1557562 Power Purchase Agreement,version 9.1.0,November 11,2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 2/8/2016 2 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:53164A76-4F76-469C-B527-1 13934FEWE2 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:Jeff Dan EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. Signature: IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23,YOU MAY ALSO CANCEL Date: 2/8/2016 THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 2/8/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 2/8/2016,SolarCity reserves the right to Signature: reject this PPA unless you agree to our then current pricing. Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 2/8/2016 ,,verPtIr tzar ,_,_pit v .i-ri 9.1. o -rnher 2il1.`i RL 10 Version#53.6-TBD SolarCity, February 24, 2016 RE: CERTIFICATION LETTER A Project/Job # 0101928 JAS014 WIL IAM Project Address: Dan Residence z TUMAN -4 20 Fruit Street Apt 2 O STRUCTURAL m STR Northampton, MA 01060 No.CTUR 554 AHJ Northampton 9O�STE.P�sJ 4`Q SC Office Springfield F SSt ���' Design Criteria: ahgL 5/2016 -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 = 13 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) - MP5: Roof DL = 11 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP7: Roof DL = 13 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;22462 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design cj iteria listed above. Based on this evaluationI 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Jason Toman Date: 2016.02.25 01 :04:58 -07'00' 3055 Clearview Way San Mateo. CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com Version#53.6-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 45.0% MP2 64" 24" 39" NA Staggered 44.8% MP3 64" 24" 39" NA Staggered 44.8% MP5 64" 24" 39" NA Staggered 45.0% MP7 64" 24" 39" NA Staggered 44.8% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 18" 65" NA Staggered 56.1% MP2 48" 17" 65" NA Staggered 55.8% MP3 48" 17" 65" NA Staggered 55.8% MPS 48" 18" 65" NA Staggered 56.1% MP7 48" 17" 65" NA Staggered 55.8% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Vaulted Ceiling @ 16 in.O.C. 25° Member Analysis OK MP2 Stick Frame @ 16 in.O.C. 200 Member Analysis OK MP3 Stick Frame @ 16 in.O.C. 200 Member Analysis OK MPS Stick Frame @ 16 in.O.C. 250 Member Analysis OK MP7 Vaulted Ceiling @ 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. 3055 Clearview Way San Mateo. CA 94402 T ((:;50)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPI Member Properties Summary MPi Hon ontal Member Spans Rafter Propertles Ove ang 0.24 ft Actual W 1.50" Roof System Prorhes Spa' 1 7.58 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Spao Spa' 3 A 8.25 in.^2 Re-Roof No Spa h 4 1 SX 7.56 in.^3 Plywood Sheathing Yes SpaO Spa5 I20.80 in.^4 Board Sheathing None Total Rake Span 8.63 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 rt 0.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV i End 6.67 ft Wood Grade #2 Rafter Slope 250 PV 2 it Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1 1400000 psi Bot Lat Bracing Full PV 3!End Emin 510000 psi Member Load ng Summary Roof Pitch 6/12 In' al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.10 14.3 psf 14.3 psf PV Dead Load PV-DL 3.0 Osf x 1.10 3.3 Dsf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL SLl'Z 40.0 psf x 0.7 1 x 0.7 1 28.0 psf 28.0 psf Total Load(Governing LC I TL I 1 1 42.3 psf 45.7 osf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0. (Ce)(CO(IS)Pg; Ce=0.9,Ct=1.1, I5=1.0 Member Design S mma (per NDS Governing Load Comb I CD CL CL - CF Cr D+ S 1.15 1. 1.00 1 1.3 1.15 Member Analysis esults Summary Goveming Analysis Max Demand 0 Loc tion Capacity DCR Result Bending + Stress 690 psi 4.0'ft 1504 psi 0.46 Pass CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type Solaraty SleekMountT"' Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 250 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/13 Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic FactorKA 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) 16.7 psf Eq uation 6-15 Wind Pressure Ext. Pressure Coefficient U ) GC,(up) -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up RUM -14.6 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 -225 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 45.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" 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 -280 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Pro e' les Summary MP2 Hors ontal Member Spans Rafter Pro rties Over ang 0.49 ft Actual W 1.50" Roof System Propmertles S 1 11.61 It Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof S a 3 A 13.88 in.^2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes S a 5 1 98.93 in A4 Board Sheathing None Total Ra e S an 12.88 ft TL DefPn Limit 120 Vaulted CeilingNo PV 1 rt 1.58 It Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1,End 11.00 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 J Emi„ 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' sf 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 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL.1,2 40.0 psf x O.7x O. 28.0 psf 28.0 psf Total Load(GoverningLC 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(CQ)(Ct)(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 1.92 1 0.42 1.1 1.15 Member Analysis results Summary Governing Analysis Max Demand @ Lo tion Capacity DCR Result Bending + Stress 537 psi 6.3'ft 1273 osi 1 0.42 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mountina Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"" Spanning Vents No Standoff Attachment Hardware Comp Mount Tye 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 Desion 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 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 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up P(UP) -14.6 psf Wind Pressure Down 10.0 psr 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 -224 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.8% 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 -279 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.8% STRUCTURE ANALYSIS - LOADING SUMMARY ND MEMBER CHECK- MP3 Member Propeies Summary MP3 Hod t1ontal Member Spans Rafter Propertles Oveang 0.49 ft Actual W 1.50" Roof stem Pro rhes Spall 11.35ft Actual D 9.25" Number of Spans w/o Overhang) 1 Spah 2 Nominal Yes Roofing Material Comp Roof Spao Spa3 A 13.88 in.^2 Re-Roof No SpaVSan S, 21.39 in.^3 P ood Sheathing Yes Spa 1 98.93 in.^4 Board Sheathing None Total Ra 12.60 ft TL DefTn Limit 120 Vaulted Ceilin No PV 1 1.17 ft Wood S ecies SPF Ceilin Finish 1/2"G sum Board PV 1 1 10.67 ft Wood Grade #2 Rafter Slope 200 PV 2rt Fb 875 psi Rafter Spacing 16"O.C. PV 2 nd F„ 135 psi Top Lat BracingFull PV 3 rt E 1400000 psi Bot Lat Bracing At Supports PV 3 Pnd Emin 510000 psi Member Loadng Summary Roof Pitch 5/12 Ini al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 1psf 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/SL 1,2 40.0 psf x 0.7 ( x 0.7 28.0 psf 28.0 psf Total Load(Goveming LC I TL 1 39.7 psf 42.9 psf Notes: 1. ps= Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.2(CQ)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Desi n Su maty er NDS Governing Load Comb CD CL CL - CF Cr D+S 1.15 -1.0R, 0.43 1 1.1 1.15 Member Analysis sultsSummary Governing Analysis Max Demand @ Loc tion Capacity DCR Result Bending + Stress 514 psi 6.2 ft 1273 psi 0.40 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mountinal Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT"' 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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kc, 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 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(„p) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig,6-11B/CJD-14A/B Design Wind Pressure p p = qh(G ) Equation 6-22 Wind Pressure Up P(UP ) -14.6 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 -224 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.8% 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 -279 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.8% i I STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MPS Member Propeies Summary MPS Horiontal Member Spans Rafter Pro rties Over ang 0.49 ft Actual W 1.50" Roof stem Prorties S a 1 8.72 ft Actual D 9.25 Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp,Roof Sa 3 A 13.88 in.^2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes Spa5 11 98.93 in.^4 Board Sheathing None Total Ra e S an 10.16 ft TL Defl'n Limit 120 Vaulted CeilingNo PV 1 rt 1.83 ft Wood=Species SPF Ceilin Finish 1/2"Gypsum Board PV 1. nd 7.75 ft Wood Grade #2 Rafter Slope 250 PV 2rt Fb 875 psi Rafter Spacing 16"O.C. PV 2 nd F„ 135 psi Top Lat Bracing Full PV 3 V rt E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Load ng Summary Roof Pitch 6/12 Ini al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.01psf x 1.10 12.1 psf 12.1 psf PV Dead Load PV-DL 3.0 sf x 1.10 3.3 psf Roof Live Load RLL 20.0';psf x 0.93 18.5 psf Live/Snow Load LL SL"12 40.0psf x 0.7 J x 0,7 28.0 psf 28.0 psf Total Load(GoverningLC TL 40.1 sf 43.4 sf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0. (Ce)(Q)(IS)py; Ce=0.9,Ct=1.1, I,=1.0 Member Desi n Summary er NDS Governing Load Comb I CD CL CL CF Cr D+S 1 1.15 1.92 1 0.53 1 1.1 1.15 Member Analysis esults Summary GoverningAnalysis Max Demand 0 Loc tion Capacity DCR Result Bending + Stress 304 psi 4.9 ft 1273 psi 0.24 Pass I_ CALCULATION OF DESIGN WIND LOADS - MPS Mountina Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 250 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 ,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 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 TopographicFactor 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 16.7 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(„p) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC,(D,,,,,n) 0.45 Fig.6-118/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure U -14.6 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 -225 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 45.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 18" 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 -280 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 56.1% STRUCTURE ANALYSIS - LOADING SUMMARY WD MEMBER CHECK- MP7 Member Proptii ties Summary MP7 Horintal Member Spans Rafter Propertiles Overhang 0.24 ft Actual W 1.50" Roof System Prorhes Spa 1 9.19 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Spar)2 Nominal Yes Roofing Material Comp Roof Spao Spa3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing Yes Spao 5 I 20.80 in A4 Board Sheathing None Total Rake S an 10.04 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV 1 rt 1.50 ft Wood Species SPF Cellina Finish 1/2"Gypsum Board PV 1 lEnd 1 7.75 ft Wood Grade #2 Rafter Slope 200 PV 2 rt Fb 875 psi Rafter Spacing 16"O.C. PV 2 lEnd F„ 135 psi Top Lat Bracing Full PV 3 Nurt E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Load Summary Roof Pitch 5/12 Init 1 I Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.0 psf x 1.06 13.8 psf 13.8 psf PV Dead Load PV-DL 3.0 sf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL 42 40.0 sf x 0.7 I x0.7 28.0 psf 28.0 f Total Load(GoverningLC TL 41.8 psf 45.0 sf Notes: 1. ps= Cs*pf; Cs -roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)P,; Ce=0.9,Ct=1.1,I5=1.0 Member Desi n Su ma (per NDS Governing Load Comb CD I CL CL - CF Cr D+ S 1.15 1 1.00 1 1.00 1 1.3 1.15 Member Analysis esults Summary Governing Analysis Max Demand @ Lo tion capacity DCR Result Bending + Stress 997 psi 4.8 ft 1504 psi 0.66 Pass CALCULATION OF DESIGN WIND LOADS - MP7 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountT`" Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 200 Rafter Spacing 16"O.C. Framing Tye/ 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 Mean Roof Height h 1 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 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 16.7 psf Wind Pressure Ext. Pressure Coefficient U GCp(„p) -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) G Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up MUM -14.6 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 -224 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.8°l0 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 -279 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.8% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ` AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC 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, CITY OF NORTHAMPTON FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. BUILDING DEPARTMENT GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL These plans have been reviewed Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). And approved. Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). Date MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. Signatur NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES - • PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached 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 JOB NUMBER: JB-0101928 0 0 NED SHALL NOT USED FOR THE PREMISE OWNER: DESCRIPTION: DESIGN: CONTAIJEFF DAN Jeff Dan RESIDENCE Trent Schutte SolarCit BENEFIT OF ANYONE EXCEPT PT SOLARCITY INC., MOUNTING SYSTEM: �� NOR SHALL IT BE DISCLOSED IN WH �AOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY , PART IZ OTHERS OUTSIDE THE CONNECTION VAT MODULES: NORTHAMPTON, M A 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PD05.18 PACE NAME SHEET: REV: DATE Marlborough,MA Building Z PERMISSION OFITY ISOLARCITY INOUT THE WRn1EN ( ) 38-1028 F: (650)638-1029 ISOLAREDGE SE6000A—USOOOSNR2 4135751932 COVER SHEET PV 1 2/24/2016 (w8)-soaaTY(7165-24a9) ,w..9alaraitr.corn PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH:221 ARRAY AZIMUTH:221 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH: 131 ARRAY AZIMUTH: 131 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP3 AZIMUTH:311 ARRAY AZIMUTH:311 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 25 ARRAY PITCH:25 MP5 AZIMUTH:311 ARRAY AZIMUTH:311 MATERIAL: Comp Shingle STORY: 2 Stories g PITCH: 20 ARRAY PITCH:20 MP7 AZIMUTH:221 ARRAY AZIMUTH:221 MATERIAL:Comp Shingle STORY: 2 Stories LEGEND (E) UTILITY METER & WARNING LABEL Pitch 1Z r A AC DISCONNECT PLACED Im INVERTER W/ INTEGRATED DC DISCO NEXT TO INVERTER TO & WARNING LABELS REDUCE EXTREMELY �,- . LONG AC WIAC DISCONNECT WAS RE RUN IF DC DISCONNECT & WARNING LABELS E �; � Inv I_ PLACED NEXT TO METER.AC Ac DISCONNECT IS STILL © AC DISCONNECT & WARNING LABELS ry ACCESSABLE TO THE _ _.. ... UTILITY 3 O DC JUNCTION/COMBINER BOX & LABELS Ln zil r D DISTRIBUTION PANEL & LABELS xx Lc LOAD CENTER & WARNING LABELS ' � DEDICATED PV SYSTEM METER i MP7 � _ STAN F LQAll_ ,4NS . CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR ~` ti.�� �, GATE/FENCE a f EWAY HEAT PRODUCING VENTS ARE RED s , ✓ r INTERIOR E UIPMENT IS DASHED F f House i \ s�� ✓ ;`� '� �-420 Fruit Street Apt � � ,"�,�� � , ���"� r � � � zSITE PLAN t f E , Sca e: if zl 01, 10, 21' i JB-0101 928 0 O PREMISE OWNER i DESCRIPTION: DESIGN: Tre CONFIDENTIAL— THE INFORMATION HEREIN 108 NUMBER: �O�af��ty CONTAINED SHALL NOT BE USED FOR THE JEFF DAN Jeff Dan RESIDENCE Trent Schutte .._ {T,� BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .0A. o Nal SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY PART To OTHERS 011-1^1 THE RECIPIENTS MODu�s NORTHAMPTON, MA 01060 ORGANIZATION, EXC n'; -,CONNECTION HATH 24 St. Martin Drive,Building 2 Unit 11 THE SALE AND USE ` Y RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT"WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCIrY INC. INVERTER: 41 35751 932 SITE PLAN PV 2 2/24/2016 (886)—SOL—CITY(765-2489) www.solarcity.com SOLAREDGE SE6000A-USOOOSNR2 S1 S1 4 7'-8" 11 -7 " r(E) LBW 6 (E) LBW A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS MPI X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 18" PORTRAIT 48" 17" RAFTER 2x6 @ 16" OC ROOF AZI 221 PITCH 25 STORIES: 2 RAFTER 2x10 @ 16"OC ROOF AZI 131 PITCH 20 STORIES: 2 ARRAY AZI 221 PITCH 25 ARRAY AZI 131 PITCH 20 C.J. 2x6 @ 16" OC Comp Shingle Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER S 1 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4" (4) (2) SEAL PILOT HOLE WITH 11'-4" ZEP COMP MOUNT C POLYURETHANE SEALANT. 6 (E) LBW ZEP FLASHING C d (3) (3) INSERT FLASHING. SIDE VIEW 0 F MP3 NTS (E) COMP. SHINGLE ( ) 1 (4) PLACE MOUNT. C (E) ROOF DECKING ') (2) INSTALL LAG BOLT WITH MP3 X-SPACING X-CANTILEVER Y SPACING Y CANTILEVER NOTES 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH LANDSCAPE 64" 24" STAGGERED WITH SEALING WASHER (6) BOLT & WASHERS. PORTRAIT 48" 17" ROOF AZI 311 PITCH 20 STORIES: 2 (2-1/2" EMBED, MIN) RAFTER 2X10 @ 16" OC ARRAY AZI 311 PITCH 20 (E) RAFTER C.J. 2x6 @16" OC Comp Shingle #-qT--� CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-01 01928 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: `\, CONTAINED SHALL NOT BE USED FOR THE JEFF DAN Jeff Dan RESIDENCE Trent Schutte `orz BENEFIT OF " - EXCEPT SOLARCITY INC., MOUNTING SYSTEM: SolarCity. NOR SHALL ;7--' iISCLOSED IN WHOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY 'i�� PART TO TION,E, E TSIDE THE RECIPIENTS MODULES: NORTHAMPTON, M A 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 1 24 St. Martin Drive, Binding 2, Unit 11 SOLARGTY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Modboroigh,MA 01752 PERMISSION OF SMENTY INC. INVERTER. 4135751 932 T: (650)638-1028 R (650)638-1029 SOLAREDGE SE6000A—USOOOSNR2 STRUCTURAL VIEWS PV 3 2/24/2016 (888)-Sot.—CITY(765-2489) www.solarcity.com S1 S1 8'-9" 6 (E) LBW (E) LBW E SIDE VIEW OF MP5 NTS G SIDE VIEW OF MP7 NTS MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP7 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 18" PORTRAIT 48" 17" RAFTER 2X10 @ 16" OC ROOF AZI 311 PITCH 25 STORIES: 2 RAFTER 2x6 @ 16" OC ARRAY AZI 221 PITCH 20 ROOF AZI 221 PITCH 20 STORIES: 2 ARRAY AZI 311 PITCH 25 C.I. 2x6 @16" OC Comp Shingle Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (s) 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. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES FINSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6) BOLT & WASHERS. (2-1/2- EMBED, MIN) (E) RAFTER STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-01 01928 00 PREMISE OWNER: DESCRIPTION: DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THE JEFF DAN Jeff Dan RESIDENCE Trent Schutte ;SO�a�C�}" BENEFIT OF AuvnuF EXCEPT SOLARCITY INC., MOUNTING SYSTEM: AA- NOR SHALL IV--- >CLOSED IN WHOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY PART TO OTH-''r_ TSIDE THE RECIPIENTS M�� NORTHAMPTON, MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PD05.18 SHEET: REV: DATE: Moriborough,MA 01752 SOLARCITY EQUIPMENT, NATHOUT 1HE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 4135751932 STRUCTURAL VIEWS PV 4 2/24/2o1s (efie)-SOL-an(765-2469) www.solorcity.corn UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0101928 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BEE USED FOR THE JEFF DAN Jeff Dan RESIDENCE Trent Schutte '4,":,solarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,� Nat SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY 03 PART TO OTHERS E OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON M A 0106 0 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PDO5.18 24 St. Martin Drive, Building z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 PERMISSION Of SOLARCITY INC. INVMTER: 4135751932 T. (650)638-1028 F. (650)638-1029 ISOLAREDGE SE6000A—USOOOSNR2 UPLIFT CALCULATIONS PV `J 2/24/2016 (888)—SOL—CITY(765-2489) www.sdarcitycom 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-USOOOSNR LABEL: A -(28)TRINA SOLAR ��yy TSM-255PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:052711036 Tie-In: Supply Side Connection Inverter; 6000W, 240V, 97.57.; w/Unifed Disco and ZB,RGM,AFCI PV Module; Z55W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Overhead Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 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 CUTLER-HAMMER (E) WIRING Disconnect CUTLER-HAMMER I / Disconnect 3 SOLAREDGE DC+ 1,MP2: 1x16 100A 2P SE6000A-USOOOSNR2 DG MP A 35A ------------ EGc-------------- 4 ----� L1 2aoV A I B L2 DC+ I NDC 1 2 I (E) LOADS GND ____ GND _-__ GEC --- Dc+ + P2,MP3,MP5,MP7 --------------------- --- 3 11 '1� DC G --------1X12 ------t� GND EGC--- ------------- ------------- N (1)Conduit Kit; 3/4" EMT I o EGC/GEC 2 I 1 I I I I - GEC-r_1 TO 120/240V 1 SINGLE PHASE I 1 UTILITY SERVICE 1 1 1 I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN tAS MAX VOC AT MIN TEMP (2)Gr qd Rod A (i)CUTLER-HAMMER /DG222NRB /� PV (B)SOLAREDGE#P300-2NA4AZS D� 5�8 z 8, C per Disconnect; 60A, 24OVoc, Fusible, NEMA 3R A PowerBox Optimizer, 30OW, H4, DC to DC, ZEP (2)ILSCO IPC 470-#6 -(1)CUTLER- AMMER#DGiOONB Insulation Piercing Connector; Main 4/0-4, Top 6-14 Ground/Neutral it- 6D-100A, General Duty(DG) (1)AWG #6, Solid Bare Copper UPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE (t)c C1lass RHF MseEKit/OSi6FK -(1)Ground Rod; 5/8" x 8', Copper SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAWMUT/TR35R PV BACKFEED OCP '(N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL Fuse 35A, 250V, class RK5 ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE I--J (1) HAMMER /DG222UR8 Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R -(1)CUTLER-HAMMERDG10ONB Ground/Neutral It; 60-100A, General Duty(DG) (1ADC )AWG #6, THAN-2, Black (1)AWG #8, THWN-2, Black ( _ _ 4 O O�(1 AWG Solid BareCopperVmp 350 VDC Imp 1551 ADC V do O I . (1)AWG #'6, THWN-2, Red (1)AWG /8, 1HWN-2. Red ) li (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC - - (1 Conduit Kit 3/4".EMT. . . . . . -(1)AWG �G,.Solid Bare.Copper, GEC. , , .-(1)Conduit,Kit;.3/4'.EMT. . . . . . . . . . . . . . . .-(1)AWG8,.THWN-2,.Green , , EGC/GEC.-(1)Conduit.Kit;.3/4'.EMT. . . . . , . , , ( AWG /10 P d Bar 600 EGC c* 350 VDC 3 AD 2 V V Black Vo 500 VDC Isc 15 ADC O (1)AWG#6, Soli a Copper Vmp - Imp=8 6 C (1)Cond4it Kit.3/4" EMT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E JB-0101928 0 0 PREMISE 0N�1� DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: SO�c��C�ty. CONTAINED SHALL NOT BE USED FOR THE JEFF DAN Jeff Dan RESIDENCE Trent Schutte �. ; NORESHALL ITBE ED N WH�INC., M01NT1NG VSTEM;Mount 20 FRUIT STREET APT 2 7.14 KW PV ARRAY A�i,` PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODuLM. NORTHAMPTON, M A 01060 THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PD05.18 24 St Matin Drive, MA Building12 Unit it THE SALE EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME REV. DATE Marlborough,MA 50) PERMISSION of saNT, WI INC. INVERTER: 4135751932 � T: (s56)638-1626 F: (s5 w s36-1o2s SOLAREDGE SE6000A-USOOOSNR2 THREE LINE DIAGRAM PV 6 2 24 2o1s (888)-SOL-CITY(765-2489> www.solarcity.oam CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 20 Fruit Street Apt 2 INVERTER AND DC DISCONNECT r r—i I I I I L__ _ ____J I I I AC,,- DISCONNECT C DISCONNECT L J r rJ rJ L AC UTILITY DISCONNECT SERVICE r--------------------------� 1SOLAR PHOTOVOLTAIC ARRAYS) L--------------------------J PHOTOVIOLTAIC BACK-FED CIRCUIT BREAKER IN FAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0101928-00 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0101928 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: � CONTAINED SHALL NOT BE USED FOR THE JEFF A Jeff Dan RESIDENCE Trent Schutte a SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 FRUIT STREET APT 2 7.14 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: NORTHAMPTON MA 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (28) TRINA SOLAR # TSM-255PD05.18 24 St Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME' ' DAIS T. (650)6438-1028 MA01752 F. (650) 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE6000A—USOOOSNR2 4135751932 SITE PLAN PLACARD PV 7 2/24/2016 (888)—SCI—CITY(765-2489) �.sdarcity.com Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE - CAIN IVIG .. ..- ` WARNING ■- ..- ELECTRIC SHOCK HAZARC� '•' NEC •• ELECTRIC SHOCK HAZARD 690.35(F) NEC Dt7 NCiTTC>L}GH TERMINALS THE DC CONDUCTORS OF THIS •- • • TERMINALS 3i 13bTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN L©Al SIDES MAY BE ENERGIZEDUNGROUNDED ANDINVERTERIS PHOTOVOLTAIC DC IN THE bPN PbSITION MAY BE ENERGIZED UNG■• UNDED NEC DISCONNECTPer Code: •.0 Label Label • - • PHOTOVOLTAIC POINT OF ■• INTERCONNECTION Per Code: MAXIMUM POWER -A WARNING; ELECTRIC SHOCK POINT CURRENT{Imp) Per Code: HAZARD. DO NOT TOUCH NEC 690.17.4; NEC 690.54 MAXIMUM POWER- VNEC 690.53TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp)- BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM � 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 MAXIh�UM AC A OPERATING CURRENT - MAXIMUM AC V Label • - • OPERATING VOLTAGE - WARNING Code:Per NEC ELECTRIC SHOCK HAZARD •• IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label • - • CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS NEC690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • WARNING = Per Code: Label . . ELECTRICAL SHOCK HAZARD 69 0 ■• - DO NOT TOUCH TERMINALS I TERMINALS ON BOTH LINE AND Per ••- LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4•, C IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT .•- • • WARNING (POI)-er Code: INVERTER OUTPUT Label Location: CONNECTION NEC 690.64.13.7 PHOTOVOLTAIC AC -• DO NOT RELOCATE Disconnect DISCONNECTPer ••" THISODEVCERRENTConduitCombiner ■• Distribution Conduit(DC): DC Disconnect (IC): Interior Run Label Location: (INV): Inverter With In -. -. DC Disconnect MAXIMUM AC • • Load OPERATING CURRENT A ■- Code: MAXIMUM AC VNEC 690.54 OPERATING VOLTAGE � '• Point of • • 3055 aearview Way San Mateo,CA 11 1 '• 1' I . 1 11 li 638-1028 II618-1029 •F 1.• 1 1 1 �1 1' 1 ab_ \/ / / ® ,_. ^SolarCity ZepSolar Next-Level PV Mounting Technology 1',`-SolarCity ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs _._...__._..... . J" z I Leveling Foot 3 Ground Zep F Part No.850-1172 71 - ETL listed to UL 467 ti j Zep ComWble PV Module > 4 ` ' .. Roof Attachment ,ts,a,t � a,'i' Comp Mount �r Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 GO14PATj Description PV mounting solution for composition shingle roofs ` FA Works with all Zep Compatible Modules °0Mp0t�0 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 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 • 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 60,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 " • solar=@@ SolarEdge Power Optimizer Module Add-On for North America P300 1 P350 / P400 SolarEdge Power Optimizer P300 _-P350 P400 Module Add-On For North America (f module PV (formodules) PV (formodule PV modules' modules) _ modules) INPUT P300 > P350 / P400 ® Rated Input DC Power"I 300 350 400 0 W ® Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc ', 1 MPPT Operating Range 8-48 8-60 8-80 Vdc z' �" ,' Maximum Short Circuit Current(Isc) 10 - Adc � � • Maximum DC Input Current 12.5 Adc 's,. Maximum Efficiency 99.5 - _ R ,he; 98 8 r Weighted Efficiency # _ I Overvoltage Category OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING_INVERTER) _ t Maximum Output Current 15 Adc u yE - �x r a e �� ! Maximum Output Voltage - - 60 - Vdc - e ® OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ` Safety Output Voltage per Power Optimizer 1 _ _Vdc m. tea+ aI - STANDARD COMPLIANCE .. - Parc15 class 8 IEC610o0-6-2 FCC- IEC6100-6-3 '. ' FMC Ak 0 * - Safety IEC62109 1(class II safety),UL1741 RoHS __._. _...... _...... .._.Yes € 7 tY INSTALLATION SPECIFICATIONS _ r 7 { Maximum Allowed System Voltage 1000 Vdc t ;'r Dimensions(WxLx H) 141 x 212 x40.5/5.55 x 8.34 x 1,59 mm/in [ at Weight(including cables) 950/2.1 - gr/Ib - 4 Input Connector MC4/Amphenol/Tyco is _ FU Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 1.2/3.9 m/ft Operating Temperature Range 40-+85/-40-+185 'C/'F Me Protection Rating IP65/NEMA4 Relative Humidity 0-100 a R—d STC Powe,ofinem 01 m d.ie of SP1 s ewe11 1, mmwea. " r - THREE PHASE PHASE SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE - - INVERTER ` Minimum String Length(Power Optimizers) 8 10 18 powerr tirrdaa » Maximum String Length(Power Optimizers) 25 25 50 +K Upt£!25%moreen ergy Maximum Power per String 5250 6000 12750 W 5utterlor dfffciency(99.59fi) Parallel Strings of Different Lengths or Orientations Yes Mitigates all types of module mismatch losses,from rhanuiliattudog tolerance tR partial shadfing Flexible system tesigrefor maximum space uti0zation Fast installation with a single bolt Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety Jit - i,,.RNIA... - ITA": i..A. C,I A'..., CH.NIA S AE. - A WAI A Vd4,w.sola, I,ReF i THE TrInamount MODULE .1 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA,>�STC unit.mm Peak Power Watts-PM (Wp) 245 250 255 260 - 941. Power Output tolaranee-FMrar(17.) 0-r3 T11 11 E Tir i na 1100%ln(0.:A)v 0 ntM o nAP Maximum Power Voltage-vMP(V) 29,9 30.3 30.5 30,6 roNCTION I c BO% Maximum Power Current iMPP{A) 820 8,27 8.37 8.5t] E u E I�+ Open Circuit Voltage Voc(V) 37.8 38.0 38.1 38.2 • o eZI'2 Short Circuit Current-Isc(A) 8,75 8.79 8.88 9.00 114-1 Module Efficiency qm(%) 15.0 15.3 15.6 15.9 STC:Irradiance 1000 W/m',Cell Temperature 25°C,A7 Mass AMI.S according to EN 60904-3. LE Typical efficiency reduction of 4.5%a1200 W/m2 according to EN 60904-1. 0 0 ELECTRICAL DATA C?NOCT ELL Maximum Power-P.-(Wp) 182 186 140 193. Maximum Power VOltage-VMP(V) 276 28.0 28,1 28.3 M rLTICRY TALL' E MODULE 60„cao„nancnorE Maximum Power Current I.nPP(A) 6.54 6.65 6.74 6.84 WITH TRINAM©UNT FRAMEono nnoLE A Open Circuit voltage(v)Vac(V) 35.1 352 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCT:Vradiance at 800 W/m',Ambient Temperature 20"C,Wind Speed 1 m/s. 245812 6 W PD05.18 atz Tsa Back View POWER OUTPUT RANGE MECHANICAL DATA t 1 Solar cells Muiticrystgiline 156*156 mm(6 inches) Fast and simple to install through drop in mounting solution Cell orientation 60 cells(6 x 10) Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) 10 ■ 0 ....._..... ............ ...-_..... __.__. _._.___.. ... ........... __._ ...___. _._.... Weight 21.3kg(47.Olbs) � * .... Glass 3.2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass A-A Backsheet White Good aesthetics for residential applications Frame Black Anodized Aluminium Alloy with Trinamount Groove I-V CURVES CSF PV MODULE(245 ) J-Box IP 65 or IP 67 rated Iw Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), to.- � 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9 .__400gw7m? Fire Rating Type 2 } Highly reliable due to stringent quality control QWW/m _ r oI 1 s G rT el °°�­ " r r , iur € r_t1 i g s.pp - ` In ,., B e`lilng 4C:e,s beyond g 04.10 40011F1' TEMPERATURE RATINGS MAXIMUM RATINGS ot next generofior pf of vc n- 3m �a3 2°' 2-W/m _ _{ Nominal Operating Cell Operational Temperature 40-+85°C > L ,u _.._ t 44°C(+2°CI 1 Temperature(NOCT) c Our rcT ,T + ( ;rfr,e's - - - � Maximum System 1000VDC(IEC) cirlical to Success� With local 040- Temperature Coefficient of PMAx 0.:41%/°C Voltage 1000V DC(U - -- 001 10.`" 20.40 30.1° 40.°p 1 r- r';: r 'r«theg.oFP Trr:l�ts Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A abe, ,pts c e exceptional serr -O Voltage(V) ecchI _--tI er,r eactl ma ke.. Certified to withstand challenging environmental Temperature Coefficient of 1. 0.05%/°c r: sup, e nevi conditions Of 1 ria os a trong,DainkaoEe WARRANTY ;ireco. + uC ca 10 year Product Workmanship Warranty o!-nel r d1 TT i t y 25 year Linear Power Warranty N. eFuiric, ;ie crotion with devr,l0p .,-dki bu-o,_ (Please refer to product warranty for details) an o­ oal iii' cs ^.:.. bocki-�one of `Urcar d;t E, CERTIFICATION 11g rn U En 1 T , her LINEAR PERFORMANCE WARRANTY PACKAGING CONNGURATION �._ `®us 10 Year Product Warranty<25 Year linear Power Warranty „�, p � c us Modules per box 26 pieces w Trina Scalar Limited ------- ite " fro Tr y100% Modules per 40'container.728 pieces � ._ �.v..._ _....._....- 3 Aa€fR4 __..__. hili W-I EE OMPLIAM p rp} C ® P 90% Cy Solar',% Or Warra'7P}y ® CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Qc014PA, ° ©2014 Trina Solar Limited.All rights reserved.Specifications included in this datosheet are subject to BO% ti p sod r solar change without notice. S€,c i k E Eogether t En 7, "' Years 5 10 15 20 25 epMPp4 solar=@@ Single Phase Inverters for North America soIar — • - . SE3000A-US/SE380OA_US/SE500OA-US/SE600OA-US/ SE7600A-US/SE10000A-US 1 SE1140DA-US ' - -- -- -- SE3000A-US SE380OA-US' SESOOOA US SE6000A-US SE7600A-US SE1000OA-US ' SE11400A-US _W...____._ _......_ ...�..........__.. ... OUTPUT ......... . _ .,.._ ... .__. SolarEdge Single Phase Inverters . 10000@240V 9980 @ 208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA Max.AC Power Output - 3300 4150 5400 @ 208V 6000 8350 - 70800 @ 208V 12000 VA For North America 5450 @240V 10950 @240V AC Output Voltage Min.-Nom.-Max Itl 183-208-229 Vac SE300OA-US/ E3 OA-US/SE500OA-U / 6000A-US/ AC Output Voltage Min.-Nom.-Max.111 ` ✓ , r ✓ r r SE760OA-US/SE1000OA-US/SE11 0OA-US z11-zoo-z64Vac AC Frequency Min:Nom.-Max.(° 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A @ 240V 42 @ 240V z GFDI Threshold I A �t Uhhty Monitoring,Islanding Protection Country Configurable Thresholds _ Yes _ Yes_ F F INPUT A i yet g�, y Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc ' p r e { �W �� ,Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc �' 16.5 @ 208V 33 @ 208V t� rdY a Max.Input Current(�1 9.5 13 18 23 34.5 Adc P15.5 @ 240V 30.5 @ 240V Max.Input Short Circuit Current 45 Adc 3 s� � Reverse-Polarity Protection Yes ,V Ground-Fault Isolation Detection 600ks2Sensitivity rri - Maximum Inverter Efficiency 97.7 98.2 - 98.3 983 98 98 98 % k :Ro CEC Weighted Efficiency 97.1 98 - 97.5 @ 208V 97.5 97.5 97 @ 208V 97.5 ANIIN 98 @ 240V _ 97.5 @ 240V 3 ,gyp W Nighttime Power Consumption <2.5 <4 W..._ ,a e g - - --- — — — — _m _ _ .� _ .. ADDITIONAL FEATURES -1A, 15 Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) I = �€ .' Revenue Grade Data,ANSI 012.1 OptionaF'( i F111 ' f > Rapid Shutdown NEC 2014 690 12 _ Functionality enabled when SolarEdge rapid shutdown kit is installed(-) .,.,_,. _ _...._ _ .__........_._ STANDARD COMPLIANCE - �_ — . ..._.... ' - Safety UL1741,UL1699B,UL1998,CSA 22.2 :. l " t''F Grid Connection Standards IEEE1547 qa .. - - Emissions FCC partly class B s r ... .. _... __ ........ __.. _ ..... ...- �., INSTALLATION SPECIFICATIONS �.. = _AC output conduit size AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG r cn fir., ` I DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/ ., ,4 3/4"minimum/1-2 strings/16-6 AWG 14-6 AWG AWG range = Dimensions with Safety Switch 30.5 x 12.5 x 10.S/ in/ (HxWxD) 30.5x12.5x7.2/775x315x184 775x315x260 mm Weight with Safety Switch 51.2/23.2 ! 54.7/24.7 88.4/40.1 Ib/kg Natural convection f7, .E Cooling Natural Convection and internal Fans(user replaceable) -., a ¢ fan(user 10 T i s <25 replaceable) I <50 dBA " `tTdge' �i � Noise r Itgtad arUlt ptotiaTyl for N2Cl,,51.1 . rnpllance':- Min:Max.OperatingTemperature (51 .. -13 to+1.40/-25 to+60(-40 to+60 version available ) "F/°C SuperfOreffl�iency.# Protection NEMA 3R Range Prote ti n Rating l Smalt ligh-tWeighta11 tin rvidelf bracket,- For other regional settings please contact SolarEdge pp rt A higher current source may be used,the inverter will i'mit its-nput current to the values stated. BUifi4"ule4ivel Monitoring, i3)Revenue grade inverter P/N SE—A-1150001,114112(for 760OW inverter SE7600A-US002NNR2). ,. .., y e .. # Rapid shutdown kit P/N:SE1000-RSD-Sl. — Irtternet connection thraffgh€thernet or Wlrele$s iso 40 version P/N:SEx—A-US000NNU4(for7600W nverter:SE7600A-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 sur s RoHS USr^. uER y4aNY I`P:LY F Rft"ii.E 1AFGi(V CHINA A.::S:IJAUA 1 E N T H ERL.t"d57S SQ, 11, WVJ.S S I a ret.uS