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38A-123
27 OLANDER DR BP-2016-1152 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A- 123 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL 042A) Category: SOLAR PANELS BUILDING PERMIT Permit# BP-2016-1152 Project# JS-2016-001981 Est. Cost: $21000.00 Fee: $75.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SOLARCITY CORP 107663 t_ot Size(sd. ft.): 11194.92 Owner: WRIGHT BUILDERS INC C/O KENNETH ALBERT Zoning: Py(100 /SG b(80)/SG a(80) Applicant: SOLARCITY CORP AT. 27 OLANDER DR Applicant Address: Phone: Insurance: 604 SILVER ST (978)215-2369 O Workers Compensation AGAWAMMA01001 ISSUED ON:9/5/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.INSTALL ROOF MOUNTED 8.415 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 4/5/2016 0:00:00 $75.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1152 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (978)215-2369 Q PROPERTY LOCATION 27 OLANDER DR MAP 38A PARCEL 123 001 ZONE PV(100)/SG_b(80)/SG a(80)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ZONING FORM FILLED OUT ENCLOSED REQUIRED DATE Fee Paid 2 Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 8.415 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accesso 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 INFORMATION PRESENTED: proved 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 emo y Sig of Building f ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of Northampton StatusofPermit: ilding Department Curb ut/Drive�r, ?#�arrnit 12 Main Street sewerlSepailkriity . 1 Room 100 illte x�el�A�railability ort mpton, MA 01060 TtW Sets of Structural Plans A 3 hone 41 -5 7-1240 Fax 413-587-1272 Ploti ite Plans tatter Sperm+ A040C14' STRUCT,ALTER,REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING___1 SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 27 Olander Dr Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Kenneth Albert 376 Florence Rd,Northampton MA Name(Print) Current Mailing Address: 413-727-3577 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junc 604 Silver St Agawam MA 01001 Name(Pri Current Mailing Address: 978-215-2367 nature 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 15,000 (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) 21,000 Check Number 7 , This Section For Official Use Only Date Building Permit Number: Issued-.------ Signature: ssued:Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 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 Brief Description of Proposed r Er I 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 Ba. if New and or addition to existinsa housing. I omglete the followina: a. Use of building : One Family Two Family _Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED VHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Kenneth Albert 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. 03/29/2016 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 03/29/2016 Si ature er/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 ignature Telephone 9.Registered Home Improvement Contractor: 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. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature a The Commonwealth of Massachusetts Department of IndustrialAccitlents Office Of investigations 1 Congress Street,Sidle 100 7�7 '. Boston,AM 02114-2017 °n:r`Si°•' nopmmass gov/dia Workers'Compensation Insurance Affidavit:Builders/ContractorsA rlectriclatts/Plumbers AnDlicant Info mtion Plegge Print Le ibl Name(Business/Otgattizationitndividual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/State/Zip:SAN MATED,CA 94402 Phorle#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.® 1 am a employer with 5000 4. 0 1 am a general contractor and l 6. New construction employees(fall and/or part-time), have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. Q Remodeling ship and have no employees These sWcontractors have g ❑Demolition working for me in any capacity. employees and have workers' 9. [:] Building addition [No workers'comp_insurance comp.insurance. required.] S. Q We are a corporation and its 10.❑ Electrical repairs or additions 3.0 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions thyself: [No workers' comp, right of exemption per MGL. 12_[]Roofrepairs insurance required.]t c. 152,§1(4),and we have no 13.®other SOLAR/PV employees.[No workers' — comn.insurance required.] •Arty aplriicant that chccW box#t must also fill 0411 the section below showing their workers`compensation policy inforssation. I t lonerowners who submit this efTidavit indicsiatg they arc doing all 8%wkk and then hire outside contractors must submit a nein af6davil indicating such, tContractors that check this box must attached an additional sheet showing the Flame of the sob-coniractorsand state whelher or not those entities have cmpfoyccs. lr the wb-cnntractens have ompioyecs,they IaLnt provide theit woit-M'comp.lwtiey manlier. I oar all eirtptoyer that rix providlag workers'cotaperrsatioa insurarrcc fst my enrplrryeas. Below is the poitcv nrrrt fob site lrrforraatton. Insurance company Nemo: Zurich American Insurance Company Policy 11 or Self-ins.Lic. r1: WC0182014-00 � Expiration Date: 09/01/2016 Job Site Address:_ - I � City/State zip: kA Attach it copy of Ike workers'compensation policy declaration gage(showing the policy number and expiration date). J'j �U J�� Failure to secure coverage as required under Section 25A of MUL c. 152 can lead to the imposition of criminal penalties of a ll' a t5C fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the forth of STOP WORK ORDER and aline 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 1?iA for insurance coverage verification. I rto hereby certify ander she paths atilt Panatttesijfo/f,perJrtry neat the iri/orniallou provfdefl above is true and correct. Siguatum: Mom Of Bial rise oiNy. Do riot write In this area,lobe completed by city ar towit official. City or Town: Permit/License# Issuing Authority(circle one.): 1.Board of Health 2.wilding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A1C PATE(MMrODIYYYYI 40C CERTIFICATE OF LIABILITY INSURANCE 0611712015 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 pollcy(les)must he 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 andorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES PHONEpoo ..... .... _.. ... FA% 345 CALIFORNIA STREET,SUITE 1300 (ACC Kv %6L liArc Not._.. CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO CA 94164 Attn:Shannon Scott 415743.8334 tNsuRE1s)AFFORDING covERAGE,.._ _.. NA1C X 998301.3TNO-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED NIA .. .. :NIA Solarcity Corparatiort INSURER B;, _ 3055 Clearview Way INSURER C:NIA 'NIA San Mateo,CA 94402 INSURER U:American Zurich insurance Company 40142 FNSURER 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. !NSR '"-- ---..—.._......... AUPL SUi9R._ POLICY EFF POd OD YYxYY�.—_—_—__..__.LIMITS LT TYPE OF INSURANCE POLICY NUMBER lYwoor YYY A I X .'COMMERCIALGENERALLIABILITY IGL00182016-OD 095112015 '09,10112016 EACHOCCURRENCE S 3,000,000 t]AMAGE TO RENTED .]CLAIMS-MADE !,x...-OCCUR I i PR�1!EI,SIsS(Ea occurcenee)..,_ 5 3000,000 X SPR:$250,000 MEO EXP(Any one person_, s 5,000 I PERSONAL&ADVINJURY s 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER- f GENERAL AGGREGATE $ 6,000,000 _.... 1 I X POLICY ARO-_ J JECT I I LOC PRODUCTS COMPIOPAGG f S 6000,006 OTHER I Is A AUTOMOBILE LIABILITY IBAP0182017-00 09/01/2015 '0910112016 COMBINED$INGLC LIMIT S 5,000,(100 ,LFe.Wklenl] ...- ...... ... ... .......... X ANY AUTO j BODILY INJURY(Per person) S ALL DVVNED SCHEDULED ._-_. ...__.— _..._ ....._ _.._.- X AUTOS X AUTOS ®DOILY INJURY(Per accident} S NON•OVUNEO PROPERTY DAMAGE X HIRED AUTOS .X". AUTOS iPer awdenq_. _,... S COMPICOLL DED: S $5,060 UMBRELLA LIAa OCCUR i i EACH OCCURRENCE S _ I EXCESS LIAB ._CLAIMS.MAOEI : AGGREGATE tS DED I I RETENTION$ l S D WORKERS COMPENSATION WC01820100(AOS) 09R7112D}5 09101/2016 X I PER L-124-1- A OTH AND EMPLOYERS•LIABILITY i.-$TATUTE j..-_ ER A ANY PROPRIETORIPARTNERlEXECU7IVE Y� NIA A IWC0182015.00(MA) 09,,10112015 09101/2016 EL. EACH ACCIDENT t s 1 000 006 OFFICERlMEMBCR EXCLGDED9 I € ..".... ..�._. _ {Mandatoryin NH) FVC DEDUCTIBLE:550000 E L DISEASE-EA EMPLOYE__ S 1,000,000 Ad es,descnbe under I DESCRIPTION OF OPERATIONS Woro ! E L DISEASE•POLICY UMIT $ 1,0(}0,000 I I ` 1 DESCRIPTION OF OPERATIONS I LOCATIONS t VEHICLES(ACORD 161,Additional Remarks Schedule,may be attached H more space Is required! Evidence al insurance. CERTIFICATE HOLDER CANCELLATION SoiarC8y Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleww"Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHOR2ED REPRESENTATIVE of Marsh Risk&Insurance Services I Charles Marmolejo 0 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2414101) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:OD3E5AD2-8745-47C9-AF45-9OA7AFC571 FA SolarCity PPA Customer Name and Address Installation Location Date Kenneth Albert 27 Olander Dr Lot 3/24/2016 27 Olander Dr Lot 1 Northampton,MA 01060 Northampton,MA 01060 flare are the key terms of your Power Purchase Agreemerst 'dolls '00h, $0 a 1105 0: 4 Us srs System installation castl ctricitylrate kWh'' AgreementT%m Initial here _. Initial hereE The SolarCity Promise os •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. _._. ___ _ _ Initial here__�Q ___ •We warrant all of our roofing work. os •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 3/7/2016. 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. $0i •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 7,291 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 1637329 Power Purchase Agreement,version 9.1.1,February 15,2016 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Li�,❑ Document generated on 3/7/2016 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved i'_ DocuSign Envelope ID:OD3E5AD2-8745-47C9-AF45-9OA7AFC571FA 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:Kenneth Albert EXPLANATION OF THIS RIGHT. DmuSignedrr by: 24. ADDITIONAL RIGHTS TO CANCEL. ��4i. Q� 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. Pricine The pricing in this PPA is valid for 30 days after 3/7/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 3/7/2016,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: 3/7/2016 3 o'% ?ui h e;"- eirent,ve -,)rn? ,Febr a 3732 7 Version#55.3-TBD SolarCit y March 29, 2016 OF RE: CERTIFICATION LETTER WXLIAM� Project/Job # 0102050 sv Project Address: Albert Residence 27 Olander Dr Lot 1pispl� Northampton, MA 01060 Northampton SC J, SC Office Springfield pJi�/yam, Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C - Ground Snow Load = 40 psf - MPI: Roof DL = 14 psf, Roof LL/SL = 26 psf(Non-PV Areas), Roof LL/SL = 14 psf(PV Areas) - MP2: Roof DL = 15 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 18.8 psf(PV Areas) - MP3: Roof DL = 15 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 18.8 psf(PV Areas) - MP4: Roof DL = 9 psf, Roof LL/SL = 26 psf(Non-PV Areas), Roof LL/SL = 14 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 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 Professional Engineer by William A. T: 888.765.2489 x58636 Eldredge Jr. email: weldredge@solarcity.com Date:2016.03.29 12:37:52-04'00' 1028 ':8=a)"'A cl P' Version#55.3-TBD u So a r-Cit y 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 MPl 64" 24" 39" NA Staggered 44.6% MP2 64" 24" 39" NA Staggered 44.0% MP3 64" 24" 39" NA Staggered 44.0% MP4 72" 24" 39" NA Staggered 50.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPI 64" 20" 65" NA Staggered 74.2% MP2 48" 20" 65" NA Staggered 54.9% MP3 48" 20" 65" NA Staggered 54.9% MP4 48" 20" 65" NA Staggered 55.6% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPi Finished Attic @ 16 in.O.C. 400 Member Impact Check OK MP2 Vaulted Ceiling @ 16 in.O.C. 300 Member Impact Check OK MP3 Vaulted Ceiling @ 16 in.O.C. 300 Member Impact Check OK MP4 Pre-Fab Truss @ 24 in.O.C. 400 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. i;, n STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP1 Member Prop4rdes Summary MPI Ho zontal Member Spans Rafter Propertless Overhang 1.16 ft Actual W 1.50" Roof System Pro 'es Sp4n 1 15.85 ft Actual D 9.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp,Roof S n 3 A 13.88 in.^2 Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing Yes Sp4n 5 f 98.93 in.^4 Board Sheathing None Total Rake Span 22.20 ft TL DefTn Limit 120 Vaulted Ceiling Yes PV 1 rt 0.83 It Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 16.17 ft Wood Grade #2 Rafter Slope 400 PV 2 tart Fb 875 psi Rafter Spacing 16"O.C. I PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1400000 psi Bot Lat Bracing Full PV 3 End Emi„ 510000 psi Member Loa ing Summary Roof Pitch 10/12 Ini ial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3 psf PV Dead Load PV-DL 3.01psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL/SL 1,2 40.0 psf x 0.65 1 x 0.35 26.0 psf 14.0 psf Total Load(Goveming LC TL 1 1 44.3 psf 36.2 sf Notes: 1. ps =Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(CQ)(Ct)(IS)py; Ce=0.9,Ct=1.1, I5=1.0 Member sign S mmary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1.1 1.15 Member Analysis gesufts Summary Governing Analysis I Pm-PV Demand Post-PV Demand I Net Impact Result Gravity Loading Check 1 1031 psi 841 psi 1 0.82 Pass CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin'Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd) (V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GC, (up) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient`((Down) GCp Do,," 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) 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 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 -223 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 44.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 65" Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 29 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -371 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 74.2% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2 Member Proprties Summary MP2 Ho zontal Member Spans Rafter Propertles Overhang 1.16 ft Actual W 1.50" Roof System Prort-es S n 1 7.55 ft Actual D 11.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Spon 3 A 16.88 In.A2 Re-Roof No Span 4 S, 31.64 in.^3 Plywood Sheathing Yes Sein 5 1. 177.98 in.^4 Board Sheathing None Total Rake S an 10.06 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV i Start 1.92 ft Wood Species SPP Ceiling Finish 1/2"Gypsum Board PV 1 End 7.00 ft Wood Grade #2 Rafter Slope 300 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End I F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loa4ing Summary Roof Pitch 7/12 Intial 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 3.01 psf x 1.15 3.5 sf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SL1'z - 40.q,psf x 0.7 1 x 0.47 28.0 psf 18.8 psf Total Load(Governing LC I TL I 1 45.3 psf 39.6 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(CQ)(Ct)(IS)py; 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. 0 1.00 1 1.15 Member Analysis lResultis Summary Governing Anal sis Pre-PV Demand I Post-PV Demand Net Im actResult Gravity Loading Check 157 psi 135 psi 0.86 Pass CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm 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 h i5 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) GC,(uo) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Dora 0.88 Fig.6.11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up -14.2 psf Wind Pressure Down down 13.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 641' 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% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Pro 'riles Summary MP3 Hortzontal°Member Spans Rafter Propertles Overhang 1.16 ft Actual W 1.50" Roof System Propmerties Sp4n 1 7.56 ft Actual D 11.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof 9 n 3 A 16.88 in A2 Re-Roof No Span 4 S. 31.64 in.^3 Plywood Sheathing Yes S 'n 5 11 177.98 in.A4 Board Sheathing None Total Rake Span 10.07 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV 1 rt 2.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 7.17 ft Wood Grade #2 Rafter Sloe 300 PV 2'IStart Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 ISUrt E 1400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loa ging Summary Roof Pitch 7/12 Ini ial 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 Jpsf x 1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl'Z 40. psf x 0.7 1 x 0.47 28.0 psf 18.8 psf Total Load(Goveming LC TL I j 1 45.3 psf 39.6 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)py; Ce=0.9,C,=1.1, I,=1.0 Member sign S mma er NDS GoverningLoad Comb CD CL + CL - CF Cr D+ S 1.15 1. 0 1.00 1 1.15 Member Analysis Otesufts Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 157 psi 135 psi 0.86 Pass CALCULATION OF DESIGN WIND LOADS - MP3 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 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.6-116/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 Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256( z)( psf (Kd)(V^2)(I) Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down G (D..,,) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up p(„ -14.2 psf Wind Pressure Down own 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 2011 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% STRUCTURE ANALYSIS - LOADING SUMMARI AND MEMBER CHECK - MP4 Member Proprties Summary MP4 Ho zontal Member Spans Rafter Pro rties Overhang 1.16 ft Actual W 1.50" Roof System Prort-es S n 1 5.05 ft Actual D 3.50" Number of Spans w/o Overhang) 2 Span 2 5.65 ft Nominal Yes Roofing Material Comp Roof spin 3 A 5.25 in.^2 Re-Roof No Span 4 S. 3.06 in.^3 Vliwood Sheathing Yes S n 5 1 5.36 in.^4 Board Sheathing None Total Rake Span 15.48 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 I Start 1.00 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.25 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb 875 psi Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3'Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loa ing Summary Roof Pitch 10/12 Inikial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.31 11.7 psf 11.7 psf PV Dead Load PV-DL 3.01 psf x 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL1,2 40.q psf x 0.65 1 x 0,35 26.0 psf 14.0 psf Total Load(Governing LC I TL 1 37.7 psf 29.7 Pcf Notes: 1. ps= Cs*pf; Cs-roof, Cs pv per ASCE 7[Figure 7-2] 2, pf= 0.7(Ce)(CO(IS)p9; Ce=0.9, Ct=1.1,I5=1.0 Member Desi n S mma per NDS GoverningLoad Comb CD CLI+) CL - CF Cr D+ S 1.15 1. 0 1 0.92 1.5 1.15 Member Analysis Results Summary Governing Anal sisPre-PV Demand Post-PV Demand Net Impact Result GravityLoadingCheck -1031 si -797 psi 0.77 Pass CALCULATION OF DESIGN WIND LOADS - MP4 Mountin Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 400 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 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.6-118/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256( z)( psf (Kd)(V^2)(I) Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,, (uD) -0.95 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) G w,, 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up P(UP) -14.2 psf Wind Pressure 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 -251 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 50.2% 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 WindUplift at Standoff T-actual -278 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 55.6% solar - Single Phase Inverters for North America so I a r - - • • z SE300GA-US j SE380GA-US SE5GGGA-US;'SEf1GGGA-US • • r • SE7600A-liS!SEI0100A-US/SF114GGA-,lS SE300OA-US '..SE3800A-US'. SESOOOA-US '.. SE600OA-US'. SE760OA-US SE10000A-US SE1140OA-US OUTPUT SolarEdge Single Phase Inverters _ _ lDoo�@taw Nominal AC Power Output 3000 3800 5000 5000 7500 9980 @ 208V 11400 VA 5400 @ 208V 10800 @ 208V For North America Max.AC Power Output 3300 4L>0 5450 @240V 5000 83'0 10950 @240V 2000 VA AC Output Voltage Min.-Nom.-Max u ✓ ✓ - 183-208-229 Vac SE300OA-US/ SE800A- S/SE500OA-US SE500OA-US/ AC Output Voltage Min.-Norn.-Max.1'i ✓ ✓ ✓ ✓ ✓ ✓ Vac SE750OA-US 1 SE10000A-U 1 SE1140OA-US ACF r quency Min. AC frequency Min,Nom.Max."' 593 60-60.5(with lil country setting 57-50-60.5) Hz 24 @ 208V 48 @ 208V , �', f i Max.Continuous Output Current 12.5 15 25 32 47.5 A r - 21 @ 240V 42 @ 240V "- t FDIr hresho'd A - r LL Ily Momtonrig,Isla ndirig Protection,Country Configurable Ihr'esholdsYes Yes INPUT - - - - — - - - T114 Tr Maximum DC „� r1� � ..r.., _ Maxsln Input less,Ungrounded - 4050 5100 5750 8100 10250 13500 ,- 15350 W loyl, grounded yes gj �e3 1 t Voltage 500 Vdc Nom.UC put Voltage _ 125 @ 208V/350 @ 240V Vdc s e ld7loAtitar" Ti EMax.Input Current"' ,5 13 18 23 _ 34.5 Ad, N Im . ., �5.. @ 40 _ 30. @ AOV M n u ai S.5 r s * zt Max.Input Short Circuit Current 45 Adc a r Reverse Polarity Protection yes a n Ground-Fault isoiation Detection 500krr Sensitivity f r ;s-IS Maximum Inve•ter Efficiency - 97.7 98.2 98.3 983 98 98 98 �'-� 9Z5 @ 208V = 47 @ 208V ' CEC Efficiency 97 5 sWeighted 98 97.5 97.5 97.5 % M r4i mfr g - 98 @ 240V _ 97.5 @ 240V Nighttime Power Consumption <2.5 <4 W - - ADDi71ONAL FEATURES — — �- - .«. Supported Communication interfaces -.. RS48.5,RS232, Ethernet Zi.g.8ee(optional) Revenue Grade Data,ANSI 012.1 Optlorral"I p Rapid Shutdown NEC 2014 690.12 runctonality enabled when SolarEdge rapid shutdown kit Is v?stallee(n " STANDARD COMPLIANCE Safety - -- - - -- ---- -�MIMI,Ut1599B,UI.1998,CSA 22.7 Grid Connection Standards IEEE1547 Emissions. ._.. _... ._....... FCC partes class B INSTALLATION SPECIFICATIONS r. AC output conduit size/AWG range 3/4"minimum J 16 b AWG 3J4"minimum/8-3 AWG DC input.conduit size J q of strings/ 3/4"minimum/1-2 strings/ AWG range 3J4"minimum/]-2 stings/16-5 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 1.2.5 x 10.5 J in f .T,,'" 30.Sx1.2.5x7.1 775x315x184 (HxWxD) 175 x 315 x 260 _ mm Weight with Safety Switch 51,2 J 23.2 54.7/24.7 88.4/40.1 Ib/kg . Natural ' convection .t ". Cooling Natural Convection and internal Fans(user replaceable) fan(user The best chalice for SolarEdge enabled systems eplaceable) Noise <25 <50 '., dBA • Integrated arcfault protection(Type 1)for NEC 2011690.11 compliance Min.Max.Operating temperature -1.3 to+140/-2510+60(-40 to+60 version available!") -F J-C r Superior efficiency(98%) Range Protectlon Rating NEMA 313 Small,lightweight and easy to install on provided bracket h'For other regmnal seurngs please contact SolarEdge support. 'A higher current source may be used,the nverter will limit its,np,t current to the values stated. Built-in module-level monitoring 'i Revenue grade-nverter P/N�SE....A-USOOON NR2(for 7600W'nvert-SE7600A-US002NNR2). ui Rapid shutdown k't P/N'SE1000-RSD-Sl. Internet connection through Ethernet or Wireless 40 vers on P/N SE—A-US000NNU4(for 7600W nirSE760OA-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 RoHS ( n � �. ? w w isc lare„o us THE TrInamount MODULE , R Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA''4,STC unrill Peak Power Watts-Pmnx(Wp) 245 250 255 260 941 _-_-__.- _._--_ Power Output Tolerance-P'MAx(%) 0-+3' 8OMaximum Power Voltage-VmR(V) 29.9 30.3 30.5 30.6 o o TH' E Tr i na rill o u n t %NcrloN Maximum Power Current l-(A) 8 20 8127 8.37 8.50 !!..,P,- I o Open Circuit Voltage Voc(V) 37.8 38.0 38.1 38.2 �NarE Short Circuit Current-Ise(A) 8.75 8,79 8.88 9.00 INSTALLINModule Efficiency nm 1%) 15.0 15.3 15.6 15.9 STC:Irradiance 1000 W/m',Cell Temperature 25"C,Air Mass AMI.5 according to EN 60904-3. Typical efficiency reduction of 4.5%a1200 W/m'according to EN 60904-1. 0 rn - e D o ELECTRICAL,€.ATA"dd NOCT Maximum Power Pmnx(Wp) 182 186 190 193 60" CELL A f �x Maximum Power Voltage-VMP(V] 27.6 2810 28.1 28.3 MULTI'CRYSTALLINE MODULE GROUNDING NOtE - Maximum Power Current ImPP(A) 6.59 6.65 6.74 6.84 043 WITH TRINAMOUNT'FRAME DRaN or A A Open Circuit Voltage(V)-Vac(V) 35.1 35;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 I m/s. • /r PD05.18 Back View POWER OUTPUT RANGE MFCHANiC AL>ATA _ I 1 Solar cells Multicrystalline 156 x 156 mm(6 inches) Fast and simple t install through drop in mounting solution Cell orientation 60 cells(6 x 10) 0(*f4 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 Inches) 0 ._____ __.__ Weight 21.3 kg(47.0 Ids) MAXIMUM EFFICIENCYGlass 3.2 mm(0.13 inches),High Transmission AR Coated Tempered Glass -a- A-A Backsheet White Good th tfcs for residential llc tions Frame Black Anodized Aluminium Alloy with Trinamount Groove / I-V CU82'K ES OF^V'R,C> LE(245w) J-Box IP.65orIP67rated !w Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), 10.°°..--------- --- - ---- - 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9'O---4000w/m' _ Fre Rating Type _ 7m 800W/m' Highly reliable clue to stringent quality control `tJ 600W/m3 ole; ( �ta3.?.,1. _ ".,'t�C "`. .� �;�..., c: n-. ,. v 4.°'. 400W/m' RATINGS ;v:AXIttJ,c§?;ATt's€:=a .... ,.._I .� _.. 2oow/m Nominal Operational Temperature 40-+g5°C 2m 44°C(+*2°C) Temperature INOCT) _.._.. 1� - Maximum System TOOOV DC{tEC}. _ 0E. Temperature Coefficient of Pmnx -0,41%/°C Voltage 1000V DC(UE) .,r 10 in �Ni 30.'" 41 ='r' ,�drtd ;t ':.i rs Vdtage(V) temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A � v _ Temperature Coefficient ofIse 0.05%f'C 1 cn)< challengingCertified d t withstand environmental - -- i conditions vs':A RAN r - 10 year Product Workmanship Warranty 25 year linear Power Warranty # ? (Please refer to product warranty for details) a CERTIFICATION �> 10L0%INEARRtl PERFORMANCE Pt rRtt Mpyo ATri NSCa E WARRANTY 5 IACKAIGCFIGUON _ Sti'N Msx pieces1tYear Produt Warrant25 Year 1A near Power Worra My usTw rnzolar!(i ted _.. ._...... .... ............... ......_ ........ Modules per 40'container 728 pieces A a EuaweEe coMPunNi 90% �;" '"�/' tar S tttag,Crl ` CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. QaoMPATiB a TI TH® a ©2014 Trina Solar Limited.All rights reserved.Specifications included in this datasti are subject to nasolarc7 80% „ ,,, Trin-asr change without nofice. ..'s; r-tp lc7p,;,;e_ITer 1rarr-`_n r, ,p,> m Years 5 10 I5� 20� 25 - paor4p Pi so I a r " ® • T Solar " • SolarEdge Power Optimizer Module Add-On for North America P300 % 0350 ? P400 SolarEdge Power Optimizer _ P300 P350 P400 Module Add-On For North America (formodules) PV (formodules PV (formodule PV --__madufes)._. ...modules) modules) -.._ �1 t`� 7q C ( ry ft t5 • INPUT _ ..... P300 f 1350 1 P`i td td Rated Input DC Power') _. _... _... __... 300 . .350 400 _. W-...., ® Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc _� € 'r � -€° � MPPT Operating Range 8-48 8-60 - 8-80 Vdc �,�. y , Maximum.Short Circuit Current('sc) '10 Adc Maximum DC input Current 12.5 Adc Maximum Efficiency 99.5 Weighted Efficiency 98.8 Overvoltage Category it x j t OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED I'D OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage _.. ._. ..... _-60 _ _Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF)_ '� �' t� '. .. • Safety Output Voltage per Power Optimizer_ _ 1 —. ._ Vdc STANDARD COMPLIANCE EMC FCC Part75 Cass B.1[{61000-6-2C-2,IEG67000 6 3 . Safety IEC62109-1_(class II safety),Ut 1741 yy RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc ` Dimensions(W x L x hl) 141 x212 x40.5/S.SSx8.34x3_s9 mm Jin Weight(including cables) 950/2.] gr/Ib _ a Input Connector MC4/Amphenol%Tyr. _ r Output Wire Type/Connector Double Insulated;Amphenol Output Wire Length 0.95/3.0 L2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 "C/'E Protection RatingIP65/NEMA4 Relative Humidity 0-100 % rac Stt Oowero!r,emodu e.Module of 5%power,.eranceaowed. PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimaersl 25 25 50 - Up to 25%more energy Maximum Power per String 5250 6000 12750 'W -I Superior efficiency(99.5%) Parallel Strings of Different Lengths or Orientations Yes +'Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Flexible system design for maximum space utilization Fast installation with a single bolt Next generation maintenance with.module-level monitoring Module-level voltage shutdown for installer and firefighter safety ^SoiarCity ZepSolar Next-Level PV Mounting Technology 1'^So1arCity ZepSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs �. .__. ...._ .. •I ., - ,: �Tt Leveling Footer ' iter Zep Part No.850-1172 GroundGround �,-A�_ ,a.�,�-' LsvetEyt Foot _ - - f ETL listed to UL 467 Zep Compatible PV Module � a law h ' t iW � t �,•• Zep 6roewe _....w.........,�..,..� .,. ' �,: '. .. Rog AttscF-t ArraySkirt Comp Mount Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 �,OMPgT� Description t PV mounting solution for composition shingle roofs FA Works with all Zep Compatible Modules COMO, 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 • 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 el Location: Label Location: Label Location: Lab WARNING:PHOTOVOLTAIC PQWER SOURCE Per . " WARN N'G Code: WARN I N G 'Per Code: _ F4 -•ELECTRIC SWtpCK HAZARD ELECTRIC SHOCK HAZARD NEC 690.31.G.3 Ltd NdTTdUCH TERMINAL5.' NEC 1 THE DC CONDUCTORS OF THISNEC 1 Label TO BE USED WHEN LOAD SIDES MAY BE ENERGIZES? UNGROUNDED AND PHOTOVOLTAIC DCtN THE OPEN POSITIdN MAY BE ENERGIZED UNGROUNDED D DISCONNECTPer Code: NEC 6./ LabelLab_ on: PHOTOVOLTAIC POWT OF - INTERCONNECTION Per od- POWER- A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp)- NECNEC •1 ■- Code: HAZARD. DO NOT TOUCH 690.17.4; ' MAXIMUM POWERVNEC 690.53BOTH 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 50URCE CURRENT(Isc)- AN'D MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM o V Label Location: OPERATING VOLTAGE _ WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel Location: CONDUCTORS MAY BE CAUTION ■ UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- S�COND SOURCE IS 690.64.B.4 PHOTOVOLTAIC SYSTEM Label • • Per WARNING Code: Location: ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES M'AY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.B.4/ • IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • Per WAR N IN G Code: INVERTER OUTPUT Label • • CONNECTION NEC 690.64.13.7 M VAJ •1 ' - LTAACDO NOT RELOCATE (AC): AC Disconnect ode: Per C THIS ODEV CERRENT - Conduit NEC 6•1 :. Distribution Conduit(DC): DC Disconnect (IC): Interior Run LabelIntegrated DC Disconnect MAXIMUM AC ' -OI) (LC): Load Center OPERATING CURRENT A ■-r Code : (M): Utility Meter AC VNEC 690.54 ('• Point of • • OPERATING VOLTAGE IDW 3055 Clearview Way :� • • r • r • r • San Mateo,CA 94402 T:(650)638-1028• • • a' • � • • 0 •- • • • ' • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC404OB1200 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ## SE760OA-US002SNR LABEL: A -(33)TRINA SOLAR # TSM-255PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44 483 025 Tie-In: Supply Side Connection Inverter; 76'OOW, 240V, 97.57.-, w/Unifed Disco and ZB, RGM, AFCI PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 HOFFMAN ENCLOSURE Disconnect i (OUTSIDE NEXT TO METER) 4 3 SOLAREDGE Dc• - - MP1, - - A 40A SE760OA-US002SNR2 DC- MP 7,MP3: zaov -------- ------------ EGC------------------ � I L2 DC+ I 1 N DC- 1 2 (E) WIRING r- -- GND ------------------------------------- -E� ---lj DGC MP4: 1x16 ' i (E) LOAD CENTER I GND [7--4 - EGC--- --------------------- ------------- ----------------- tJ (E) LOADS (i)Conduit Kit; 3/4" EMT • I I I I I -- cec_T Z TO 120/240V I I SINGLE PHASE 1 UTILITY SERVICE I I I I I i I I 1 PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP OTT (2)Gr qd RoQ a (1)CUTLER-HAMMER B DG222NRB 03)SOLAREDGE P300-2NA4AZS 1 578 x 8, C per ^ Disconnect; 60A, 24OVac, Fusible, NEMA 3R AC Power9ox Optimizer, 30OW, H4, DC to DC, ZEP DC -(2)ILSCO/IPC 4�0-/6 -(1)CUTLER XMMER 1 DG10ON8 1 AWG Solid Bare Copper Insula ion Piercing Connector; Main 4/0-4, Tap 6-14 Ground/Neutral it; 60-100A, General Duty(DG) nd ( ) PP S - )CUTLER-HAMMER 11'DS16FK SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Class R Fuse Kit -(1)Ground Rod; 5/8" x 8', Copper AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(2)FERRAZ SHAWMUT#TR40R PV BACKFEED OCP Fuse; 4oA, 250V, Class RK5 (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE _.__ _._. . ..._ _... _..___.__ W___ ___ _ _ _.. _. ____ _ _..__ .. ....._. ..... .............. _.._ __ _.____ -- ...... 1HWN-2, Black ��(1AWG #8, THWN-2, Black (2)AWG /10, PV Wire, 600V Black Voc* 500 VDC Isc 15 ADC ®IcnF (1)AWG #6, THWN-2, Red O 14F-(1)AWG /8, THWN-2, Red O (1)AWG X16, Solid Bare Copper EGC Vmp 350 VDC Imp-12.22 ADC Ir-IL-(1)AWG 16, THWN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)AWG #10, THNN-2, White NEUTRAL Vmp =240 VAC Imp=32 AAC (1)Condwt Kit 3 4 EMT . . . -,(i)AWG /6,_Solid Bare,Copper GEC. . . .-(1)Conduit Kit; 3/4'.EMT . . . . . . , .-(1)AWG #8,.1H,WN-2,,Green . EGC/GEC.-(1)Conduit,Kit;,3/4" EMT, . . (2)AWG /10, PV Wire, 60OV, Black Voc* =500 VDC Isc =1551 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11. ADC (1)Conduit Kit;.3/4 EMT, , , , . , . , CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-0102050 00 PREMISE OWNER: DESCRIPTION: DESIGN: ■} CONTAINED SHALL NOT BE USED FOR THE KENNETH ALBERT Kenneth Albert RESIDENCE Eric Patten �Q'ar�� ly BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'., NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 27 OLANDER DR LOT 1 8.415 KW PV ARRAY ►�, PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES NORTHAMPTON MA 01060 THE SALE AND SEEOF INPT CONNECTION RESPECTIVE�TM (33) TRINA SOLAR # TSM-255PDO5.18 r 24 St. Martin rough Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough, MA 50) PERMISSION OF SOLARgTY INC. INVERTER: T. (650)638-1028 F. (650)638-1029 SOLAREDGE SE7600A-US002SNR2 THREE LINE DIAGRAM PV 5 3/28/2016 (888)-SOL-CITY(�65-2469> www.sdar�ity.�am UPLIFT CALCULATIONS PV MODULE 5/16" BOLT WITH FINSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. 11 (1) Il (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULESINSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. JB-0102050 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: solarCity.CONTAINED SHALL NOT BE USED FOR THE KENNETH ALBERT Kenneth Albert RESIDENCE Eric PattenBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �►"�0 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 27 OLANDER DR LOT 1 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MOOIILES NORTHAMPTON M A 0106 0 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 SG!,ARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 f: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 UPLIFT CALCULATIONS PV 4 3/28/2016 (ass)—sot—CITY(7s5—z4es) w.solarcity.�am (E) COLLAR TIE (E) KNEE WALL S1 i (E) 2x6 „ —7,-7" op S1 (E) LBW _ _ SIDE VIEW OF MP2 NTS 4" 15-10" B (E) LBW SIDE VIEW OF MP1 NTs MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES A LANDSCAPE 64 24 STAGGERED MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 4$11 2011 LANDSCAPE 64" 24" STAGGERED RAFTER 2X12 @ 16° OC ROOF AZI 282 PITCH 30 STORIES: 1 PORTRAIT 1 64" 20" ARRAY AZI 282 PITCH 30 RAFTER 2x10 @ 16"OC ROOF AZI 192 PITCH 40 STORIES: 1 Comp Shingle ARRAY AZI 192 PITCH 40 C.I. 2x8 @16"OC Comp Shingle S1 (E) 2x6 S1 7'-7» (E) LBW 41, C )- SIDE VIEW OF MP3 NTS (E) LBW 5 8 MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES D SIDE VIEW OF MP4 NTS LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20r, MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES ROOF AZI 102 PITCH 30 LANDSCAPE 72" 24" STAGGERED RAFTER 2X12 @ 16" OC ARRAY AZI 102 PITCH 30 STORIES: 1 PORTRAIT 48" 20" ROOF AZI 192 PITCH 40 Comp Shingle TOP CHORD 2X4 @ 24" OC ARRAY AZI 192 PITCH 40 STORIES: 1 BOT CHORD 2X4 @24" OC Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN [ERER PREMISE OWNER: DESCRIPTION: DESIGN: J B-0102050 00 Eric Patten `�!?SolarCit CONTAINED SHALL NOT BE USED FOR THE KENNETH ALBERT Kenneth Albert RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., TEM: ��a �/ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ount Type c 27 OLANDER DR LOT 1 8.415 KW PV ARRAY �' PART TO OTHERS OUTSIDE THE RECIPIENTS NORTHAMPTON M A 0106 0 ORGANIZAII EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE USE OF THE RESPECTIVE NA SOLAR # TSM-255PD05.18 SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY.. ,IPMENT, WITHOUT THE WRITTEN PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSIG.`,;SOLARCITY INC. GE SE7600A—US002SNR2 STRUCTURAL VIEWS PV 3 3/28/2016 (SBS)—sa—aTY(ass-2aas) wrr...eolarcity.c«n PITCH:40 ARRAY PITCH:40 MPI AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH:282 ARRAY AZIMUTH:282 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 1 Story J PITCH: 40 ARRAY PITCH:40 MP4 AZIMUTH: 192 ARRAY AZIMUTH: 192 r MATERIAL: Comp Shingle STORY: 1 Story (E) DRIVEWAY AC o O � Inv CV f D 1 , L -�J LEGEND Front Of House (E) UTILITY METER & WARNING LABEL lnv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS o 0 O DC JUNCTION/COMBINER BOX & LABELS t P 1 L o MP4 °0 DISTRIBUTION PANEL & LABELS Z �1 3 m ` Lc LOAD CENTER & WARNING LABELS D OM DEDICATED PV SYSTEM METER ` STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR A = CONDUIT RUN ON INTERIOR GATE/FENCE HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 1/8" = 1' E W O 1' 8' 16' S CONFIDENTIAL— THE INFORMATION HEREIN J OB NUM J B-0102050 OO PREMISE OWNER: DESCrdPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KENNETH ALBERT Kenneth Albert RESIDENCE Eric PattensolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., G SYSTEM: ,NOR SHALL IT BE DISCLOSED IN WHOLE OR INp Mount Type C 27 OLANDER DR LOT 1 8.415 KW PV ARRAY �� PART TO OTHERS OUTSIDE THE RECIPIENT'S NORTHAMPTON MA 01060ORGANIZATION, EXCEPT IN CONNECTION WITH24 St Mortin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 SVR EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PV 2 3/28/20161 (Baa)—Sa)CITY(7658 2489(6 0)638-1029 c«n P MISSION 2f SOLARCITY INC. SOLAREDGE SE7600A—US002SNR2 SITE PLAN ) Y 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. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 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 HOG 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(8). Anda roved. 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 _ /6/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. Signature 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 UPLIFT CALCULATIONS PV5 THEELICENSE GENERAL NOTES Cut heets AttaI h D IAGRAM 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) J B-0102050 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER �,�SolarCit CONTAINED SHALL NOT BE USED FOR THE KENNETH ALBERT Kenneth Albert RESIDENCE Eric Patten �_ a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:MOLE •.S y NOR SHALL IT BE DISCLOSED IN OLE OR IN Comp Mount Type C 27 OLANDER DR LOT 1 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs NORTHAMPTON M A 01060 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-255PDO5.18 SHEET: REV: DATE Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: PERMISSION OF SOLARCITY INC. SOLAREDGE SE760OA—US002SNR2 COVER SHEET /28/2016 ( L (OLO) 5 F. (650) 638-1029 P V 1 3 (W8)—SOL—CITY n(76(7s5--lass) ....salaraty.a«n