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36-099 (9) 981 BURTS PIT RD BP-2016-1136 GIS COMMOEALTH OF MASSACHUSETTS Map:Block: 36-099 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) CategorySOLAR PANELS BUILDING PERMIT Permit# BP-2016-1136 Project# JS-2016-001947 Est. Cost: $27000.00 Fee: $75.00 PERMISSION ISHEREB Y GRANTED TO: Const. Class: Contractor: License: Use Group: SOLARCITY CORP 107663 Lot Size(sq. 1): 22956.12 Owner: POPIELARCZYK EDWARD J JR&ADELE A Zoning: Applicant: SQLARcrry CORP AT. 981 BURTS PIT' RD Applicant Address: Phone: Insurance: 604 SILVER ST (978)215-2369 Workers Compensation AGAWAMMA01001 ISSUED ON.312 812 0,11 6 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ROOF MOUNTED 10.965 KW SOLAR ARRAY POST THIS CARD SO IT IS VISIBLE FROM THE §TREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House ft 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 3/28/2016 0:00:00 $75.00 212 Main Street,Phone(413)'587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1136 APPLICANT/CONTACT PERSON SOLARCITY CORP ADDRESS/PHONE 604 SILVER ST AGAWAM01001 (97 )215-2369 Q PROPERTY LOCATION 981 BURTS PIT RD MAP 36 PARCEL 099 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION,CHECKLIST EN LOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid t� Building Permit Filled out Fee Paid Typeof Construction: INSTALL ROOF MOUNTED 10.965 KW SOLAR ARRAY New Construction Non Structural interior renovations Addition to Existing Accessoa Structure Building Plans Included: Owner/Statement or License 107663 3 sets of Plans/Plot Plan i FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER;§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission 'Permit DPW Storm Water Management D Signaute o u din f ial 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 ot'Health,Conservation Commission,Department of public works and other applicable permit granting autholrities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. I �lrff only ity of Northampton B ilding Department curb Otlt '' OR 2 5 2016 12 Main Street t �W�r/Septic Ay�illlty Room 100 Nell Avallbil a ort mpton, MA 01060 T � rl F.", ` SPECS of 140 or -1240 Fax 413-587-12 '2 Plot/Site t1t r Sp cIN 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 I 981 Burts Pit Rd rfd Map Lot Unit ZoneOverlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Edward J Popielarczyk 981 Burts Pit Rd rfd Florence, MA 01062 Name(Print) Current Mailing Address: 413-584-7675 Telephone Signature 2.2 Authorized Agent: SolarCity CorpNictoria Junr 604 Silver St Agawam MA 01001 Name Pr' :Current Mailing Address: 978-215-2367 Signbfure iTelephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant- 1. licant1. Building 8,000 (a)Building Permit Fee 2. Electrical 19,000 (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) 27,000 Check Number 0*73 This Section For Official Use Only Date Building Permit Number: I sued: I Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK check all appli cable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors Accessory Bldg. Demolition New Signs [ ] Decks [ ] Siding[ ] Other Brief Description of Proposed OU" Work: Install solar electric panels to roof of existing home,to be interconnected with home's electrical system V Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to'exlstina housina, iomolete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETEDW EN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PE MIT Edward J Popielarczyk 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. 03/24/2016 Signature of Owner Date SOLARCITY CORPNICTORIA JUNCK as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. SOLARCITY CORPNICTORI NC Print Namel 03/24/2016 Signat of Owne Date i 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 9.Reaistered Horne Improvement Contractor: Not Applicable ❑ SOLARCITY CORPNICTORIA JUNCK 168572 Company Name Registration Number 604 SILVER ST AGAWAM MA 01001 03/08/2017 Address � Expiration Datedephone phone 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 Exemntian 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 r r The Commonweatt I of Massachusetts Departmentof in, tr JAccitlents Office of.fnwSl'gcr owls 1 Congress Sttteet,Sltite 100 7 tiw .>' Boston,MA 02114-2017 www mass govldia Workers'Compensation Insurance Affidavits guilders/Coi itractars/Electrielans/Piumbers Applicant I f tiara Plea s Print Legibly Mame(BusincWorganizationlindividual): SOLARCITY CORP Address:3055 CLEARVIEW WAY City/StatefZi :SAN MATEO,CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1, 1 am a employer with 5400 4. ❑ I am a general contractor and 1 6 Q New construction employees(full and/or pail-time).* have hired She sub-contractors 2. 1 am a sole proprietor or partner- listed on tht attached sheet_ 7. []/remodeling shipand have no employees 'These sub-contractors have g ❑lletnolil'ton working for me in any capacity. employees and have workers' t 9, [}Building addition nsucancc; [No workers'comp.insurance comp. . required.] 5. [] We are a corporation and its 1011 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions inyself. [No workers' comp. right ofexeniption per MGI.. 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.M ether SOLARI 1 FV employees.,'[No workers' comp.insurance required.] 'Any applicant that cheep box#I most also fill ool the scctinu blow showingtheir workers'compensation policy inforn+aiion. t 1-torntowacts who submit this ef3'tdavit indicating they are doing all vvo*and then hire outside contractors must submit a nmv atTdavil indicating such. tContractors that check this box mast attached an additional sheet showing the"me of the sub-oontractors and state whether or not those entities have employees. irthe sub-contractors have amployess,they must provide their wotxrs'comp.policy number. I iron all employer Ili alis providing workers'compensation 111spra11cc for my employees. Ifetow Is the poker+81111 Job site Information. Insurance Company Name: Zurich American In' suCa11Ce Company Policy#or Self-ins.Lic.tl: WC0182014-00 � Expiration Date, 09/01/2016 Job Site Address: 1 l -BUJS �t� City/Stttte/Zip:po i t� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties ofa fine up to$1,500.00 and/or one-year imprisonment,as well as civil 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 cppy of this statement may be forwarded to lite Office of Investigations of the DIA for insurance coverage verification, do hereby certify ander she pains a nd penaldes of perjury 111x11 Nte Istrrrniallon provider/above is true raid correct. li Phone fit; OfJ7cial use only. Da nol wrUe in!itis area,to be contpieled bi,city or town ojftclal. City or Town: Perinit/License€I Issuing Authority(circle osis): I.ticta of Health 2.Building Department 3.Gity/Towa Cleric t Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: A40 �® DATE(12016 1'YYY) �n.�RV CERTIFICATE �F LIABILITY INSURANCE Datm2©1s . . F THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, 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 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 andersement(s). PRODUCER CONTACT NAME-. MARSH RISK&INSURANCE SERVICES PHONE 71"FA% 345 CALIFORNIA STREET,SUITE 1300 !ALC 10 AEU ....... .. ._ - ...... ..1jAiC Mol.... .. ...- CALIFORNIA LICENSE ND.6437153 E-MAIL SAN FRANCISCO CA 94104 DREss;_ . __ _ Attn:Shannon Scott 415 743.8334 iNSURS!LS)AFFORDINGCOVERAGE_ _. NA}C 1C 998301_STND-GAWUE-16-16INSURER A:Zurich American Insurance Company 16535 INSURED - ..... ... .._ INSURER B!NA .... :NIA SolarCity Corporation .. ---4 - ———- 3055 Clearview Way INSURER C!NfA NIA San Mateo,CA 94402 INSURER p:AnIerlCan Zurich insurance Company 40142 tNSURERE. �- - INSURER 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 IPOLICY EFF POLICY EXP T TYPE OF INSURANCE POLICY NUMBER YYY MIDDIY �MMIDDIYYYYI LIMITS A I X 'COMMERCIAL GENERAL IJAeiLITY GLD01a2O16-DO 09R)i2015 09,0912016 EACH OCCURRENCE S 3,600,000 DAMAGE TO RENTED CLAIMS-MADE ! �000UR I ? 3660,600 Jx SIR:$260,000 MER EXP{Any one persona.-- s 5,000 I PERSONAL&ADV INJURY S 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE s 6,D00,000 �... ARO- x POLICY[. ,JECT t (LOC PRODUCTS COMPIOPAGG 5 6000006 ... f. .... ...._..._... ..L. .... .. ....... OTHER. I S A AUTOMOSILE LIABILITY dAP0182017-00 091012D15 •0910112016 COMBINED SINGLE LIMIT g 5,000.000 X I ANYAUTO j BODILY INJURY(Per pemon) S ALL OWNEDSCHEDULED -- X 'AUTOS X AUTOS BODILY INJURY(Per acddenq S XX NON-OWNED PROPERTY 04MAGE S .._ HIREDAUTOS AUTOS I i lf?OPIE .. ............................ ........ COMPICOLL DED: S $5,000 UMBRELLA LIAa I OCCUR ! i EACH OCCURRENCE S ... I EXCESS LIMB CLAIMS-MADE! AGGREGATE }S T_ T DEQ I I RETENTION S I I S D WORKERS COMPENSATIONWCO182O Y14•DO(AOS) 09/012015 09MI12016 X [PER 0TH- AND EMPLOYERS!LIABILITY I >_. iSTATUTE..l.._ EH .-.-.. .. ......... A ANY PROPRtETORIPARTNERIEXECUTIVE � N f A WCD182015-DD(MA) D91Q12015 09701/2016 E.L.EACH ACCIDENT 1 t$ i 000,600 OFFICERIMEMBER EXCLUDED? - " ;Mandatory In NH) �WC DEDUCTIBLE:$500,600 t E.L.DISEASE-EA EMPLOYE__S 1,000,600 Iryes,describe kinder I DESCRIPTION OF OPERATIONS betow E.L DISEASE•POLICY LIMIT $ 1,000,000 4 ( 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES{ACORO lbs,Additional Remarks Schedule,may be attached N more space Is requlredl Evidence of insurance. CERTIFICATE HOLIDER CANCELLATION SalarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Cleamew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo.CA 99402 ACCORDANCE WITHTHE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE or Marsh Risk&Insurance Services i CharIOSMarmolejo ®1588-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:FF62EE07-845A-4C20-BCE1-29B21168231B SolarCi PPA Customer Name and Address Installation Location Date Edward J Popielarczyk 981 Burts Pit Rd rfd 2/1/2016 981 Burts Pit Rd rfd Florence,MA 01062 Florence, MA 01062 I Here are the key terms of your Power Purchase Agreement $ / U 13 � W` 20yrs System installation cost Electricity i ate kWh .Agreement Tm Initial he e Initial here DS The SolarCity r is •We guarantee that if you sell your Home,the buyer will qualify t0 assume your Agreement. __.. ............. Initial here _ •We warrant all of our roofing work. Ds •We restore your roof at the end of the Agreement. 1, •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 1/17/2016; Your SolarCity Prower Purchase Agreement Details Your Choices at thl End of the Initial Options for System Purchase: Amount due at contract signing Term: •At certain times, as specified in $0 •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection contract. not beyond that term. $0 , •You may purchase the System from Est.first year production SolarCity for its fair market value as 12,938 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 I solarcity.com 1496811 Power Purchase Agreement,version 9.1.0,November 11,201.5 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 1/17/2016 a Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID: FF62EE07-845A-4C20-BCE1-29B21168231B 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: Edward J Popielarczyk EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. Docusigned by: 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: 2/1/2016 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 1/17/2016. Customer's Name: If you don't sign this PPA and return it to us on or prior to 30 days after 1/17/2016,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: 1/17/2016 P ns� ;z r , t �siln , �i,;c r �_r i 1 ❑� ❑� L Version #53.6-TBD 4. y March 22, 2016 RE: CERTIFICATION LETTER Project/Job# 0101903 Project Address: Popielarczyk Residence 981 Burts Pit Rd rfd Florence, MA 01062 AH] Northampton SC Office Springfield Design Criteria: -Applicable Codes = MA Res. Code, 8th Edition,ASCE 7-05,and 21005 NDS - Risk Category = II -Wind Speed = 90 mph, Exposure Category C - Ground Snow Load = 40 psf - MP1: Roof DL = 7.5 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP3: Roof DL = 7 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP4: Roof DL = 6 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) - MP8A: Roof DL = 6.5 psf, Roof LL/SL = 28 psf(Non-PV Areas), hoof LL/SL = 28 psf(PV Areas) - MP8B: Roof DL = 7.5 psf, Roof LL/SL = 28 psf(Non-PV Areas), Roof LL/SL = 28 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0;22424 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. o=ff K. 2 tUKI v ST UCTURAL �+ Sincerely, Digitally signed by HKariuki NO.si933 Date: 2016.03.22 17:14:38 �FGIST�a�° Humphrey Kariuki, P.E. cc_S.S�gyp,L Professional Engineer —04'00' T: 443.451.3515 email: hkariuki@solarcity.com 3055 Clearview Way Sari Mateo, CA 94402 T(650)638-1028 (888)SOL.-CITY F(650)638-1029 solarcity.corn i Version#53.6-TBD l ,, SolafCit . 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 32" 15" 39" NA Staggered 70.6% MP3 32" 15" 39" NA Staggered 70.6% MP4 32" 15" 39" NA Staggered 70.6% MPGA 32" 15" 39" NA Staggered 70.6% MPBB 32" 15" 39" NA Staggered 70.6% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 16" 9" 65" NA Staggered 58.7% MP3 16" 9" 65" NA Staggered 58.7% MP4 16" 9" 65" NA Staggered 58.7% MPGA 16" 9" 65" NA Staggered 58.7% MPBB 16" 9" 65" 1 NA Staggered 58.7% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPI Stick Frame @ 16 in.O.C. 180 Member Analysis OK MP3 Stick Frame @ 16 in.O.C. 180 Member Analysis OK MP4 Stick Frame @ 16 in.O.C. 18, Member Analysis OK MPGA Stick Frame @ 24 in.O.C. 180 Member Analysis OK MPBB Stick Frame @ 16 in.O.C. 180 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 94:102 r(650)638-1028 (888)S01_--CITY F(650)6:38-1029 solarcity.con) i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Prope les Summary MP1 No on al Member ns Rafter Pro rhes ' Over ang 1.16 ft Actual W 1.50" Roof stem Pro rhes S a 1 11.56 ft Actual D 5.50" Number of Spans w/o Overhang) 1 Spa 12 Nominal Yes Roofing Material Standing Seam Roof S a3 A 8.25 in A2 Re-Roof No Spat4 SX 7.56 in.^3 P ood Sheathing No ARRa I 20.80 in.^4 Board Sheathing Solid-Sheathing TS an 13.37 ftTL Defl'n Limit 120 Vaulted Ceilin No rt 1.17 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 180 PV 2 09rt Fb 875 psi Rafter Spacing 16"O.C. PV 2End I F„ 135 psi Top Lat Bracing Full PV 3 rt _E 1400000 psi Bot Lat Bracing At Supports PV 3frid Emin 510000 psi Member Loac$ng Summary Roof Pitch 4/12 In` al I Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.05 7.9 psf 7.9 psf PV Dead Load PV-DL 3.0 sf x 1.05 3.2 psf Roof Live Load RLL 20.0:psf x 1.00 20.0 psf Live/Snow Load LL/SL 1,2 40.0 psf x 0.7 1,x 0.7 28.0 psf 28.0 psf Total Load(Governing LC I TL 1 1 35.9 psf 39.0 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0. (Ce)(Ct)(IS)pg; 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 0.59 1 1.3 1.15 Member Anal sis esults Summary Governing Analysis Max Demand 0 tion Capacity DCR Result Bending + Stress 1348 psi 7.01.ft 1504 psi 0.90 Pass CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Standing Seam Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware S-5 Clamp Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only 16" Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd)(V^2)(I) 15.0 psf Eq uation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient(Down) GC, Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up P(UP) -13.1 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 32" 39" Max Allowable Cantilever Landscape 15" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 9 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -99 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 70.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 16" 65" Max Allowable Cantilever Portrait 9" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 7 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -82 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 58.7% i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member properties Summary Ho ontal Member ns Rafter P, . MP3 Ove ang 0.16 ft Actual W 1.50" Roof stem Pro `es S 1 15.10 ft Actual D- 7.25" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Standing Seam Roof S a 3 A 10.88 in.^2 Re-Roof No Span 4 SX 13.14 in.^3 P ood Sheathing Yes S 5 I 47.63 in.^4 Board Sheathing None #Total Ra e S an 16.05 ft TL Deffn Limit 120 Vaulted CeilingNo V i rt 2.17 ft Wood Species SPF Ceiling Finish 112"Gypsum Board PV I f rid 15.42 ft Wood Grade #2 Rafter Slope 180 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 At Supports PV 3End Emi„ 510000 psi Member Load n Summa Roof Pitch 4/12 In` al Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.0rsff x 1.05 7.4 psf 7.4 psf PV Dead Load PV-DL 3.0 x 1.05 3.2 psf Roof Live Load RLL 20,0psf x 1.00 20.0 psf Live/Snow Load LL SL'1Z 40.0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 1 J=35.4 Dsf 38.5 sf Notes: 1. ps= Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0. (Ce)(Ct)(IS)p,; 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 L 0.39 1 1.2 1.15 Member Ana is esults Summary Goveming Analysis Max Demand I @ L tion Capacity DCR Result Bending + Stress 1332 psi 7J'ft 1389 Dsi 0.96 Pass CALCULATION OF DESIGN WIND LOADS - MP3 Mountina Plane Inftirmation Roofing Material Standing Seam Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware S-5 Clamp Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only 16" Wind Desian Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) G (Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up p(„ -13.1 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 32" 39" Max Allowable Cantilever Landscape 15" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 9 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -99 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 70.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 16" 65" Max Allowable Cantilever Portrait 9" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 7 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -82 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 58.7% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Prope ties Summary MP4 ontaI Member Spans Rafter Proparties Overl iang 0.16 ft Actual W 1.50" Roof System Pro "es Spa 11 6.10 ft Actual D 3.50" Number of Spans w/o Overhang) 2 Spah 2 6.14 ft Nominal Yes Roofing Material Standing Seam Roof a 3 A 5.25 in.^2 Re-Roof No SpVSan S. 3.06 in.^3 PI ood SheathingYes I 5.36 in A4 Board Sheathing None Total R 13.04 ft TL DefTn Limit 120 Vaulted Ceilin No PV 1 0.83 It Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 7.50 ft Wood Grade #2 Rafter Slope 180 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 si Bot Lat Bracing At Supports PV 3End E,mi„ 510000 psi Member Loan mary Roof Pitch 4/12 In" aI Pitch AdJust Non-PV Areas PV Areas Roof Dead Load DL 6.0 sf x 1.05 6.3 psf 6.3 psf PV Dead Load PV-DL 3.0 sf x 1.05 3.2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL 5012 40,0 psf x 0.7 1 x 0.7 28.0 psf 28.0 psf Total Load(Governing LC TL 1 1 34.3 Dsf 37.5 sf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0. (Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1, I5=1.0 Member Desi n S roma (per NDS Governing Load Comb I CD CL CL 0 CFCr D+S 1.15 1. 0.94 1.5 1 1.15 Member alysis Itesults Summary Governing Analysis Max Demand 1 0 Loc tion I Capacity DCR Result Bending - Stress -882 psi 6.3;ft -1632 psi 0.54 Pass 1_ CALCULATION OF DESIGN WIND LOADS - MP4 Mounting Plane Information— Roofing n ormationRoofing Material Standing Seam Roof PV System Type SolarCity SleekMount"m Spanning Vents No Standoff Attachment Hardware S-5 Clamp Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only 16" Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd)(V^2) (I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(po,,,,) 0.45 Fig.6-118/C/D-14A/B Design Wind Pressure p p = qn (GC ) Equation 6-22 Wind Pressure Up P(UP) -13.1 psf Wind Pressure Down W 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 32" 39" Max Allowable Cantilever Landscape 15" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 9 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -99 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 70.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 16" 65" Max Allowable Cantilever Portrait 9" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 7 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -82 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 58.7% I 'STRUCTURE ANALYSIS - LOADING SUMMARY ND MEMBER CHECK - MP8A Member Prope ies Summary MP8A Ho " ontal Member Spans Rafl:er ProPertles Over ang 0.16 ft Actual W 1.50" Roof System Pro Spa 1 6.88 ft Actual 3.50 Number of Spans w/o Overhang) 2 Spap 2 6.16 ft Nominal Yes Roofing Material Standing Seam Roof SRO 3 A 5.25 in.^2 Re-Roof No Span 4 SX 3.06 in.^3 PI ood Sheathing No spa 5 1 115.36 in A4 Board Sheathing Solid-Sheathing Total Ra e S an 13.88 ft TL DefPn Limit 120 Vaulted CeilingNo PV 1 ft 0.67 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV VEnd 10.67 ft Wood Grade #2 Rafter Slope 180 PV 2 rt Fh 875 psi Rafter S acin 24"O.C. PV 2 iEnd F„ 135 psi Top Lat Bracing Full PV 3 tart E 1400000 psi Bot Lat Bracing At Supports PV 3 iEnd Emin 510000 psi Member LoadPal Summary Roof Pitch 4/12 Ini Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 6.5Pf x 1.05 6.8 psf 6.8 psf PV Dead Load PV-DL 3.0 x 1.05 3.2 Psf Roof Live Load RLL 20.0psf x 1.00 20.0 psf Live/Snow Load LL SL31Z 40.0 psf x 0.7 j x 0.7 28.0 psf 28.0 psf Total Load(GoverningLC TL4 34.8 psf 38.0 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0. (Ce)(C0(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design S ma (per NDS Governing Load Comb CD Ci. CL Cf Cr D+ S 1.15 1. 0.92 1 1.5 1.15 Member nalysis Jtesults Summary Governing Analysis Max Demand 0 on CapacitV DCR ResuR Bending - Stress -1578 psi 7.0'.ft -1604 psi 0.98 Pass i CALCULATION OF DESIGN WIND LOADS - MP8A Mounting Plane Information Roofing Material Standing Seam Roof PV System Type SolarCity SleekMountTM Spanning Vents No Standoff Attachment Hardware S-5 Clamp Roof Slope 180 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 16" 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 KZt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd) (V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp (up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.45 Fig.5-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure Up P(UP) -13.1 psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 32" 39" Max Allowable Cantilever, Landscape 15" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 9 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -99 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 70.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 16" 65" Max Allowable Cantilever Portrait 9" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 7 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -82 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 58.7% STRUCTURE ANALYSIS - LOADING SUMMARY ND MEMBER CHECK- MP8B Member Prop e les Summary MP813 Ho . ontal Member Spans Rafter P Over ang 1.16 ft Actual W 1.50" Roof System Pro es Sp 1 10.46 ft Actual R 5.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Standing Seam Roof S 3 A 8.25 in.^2 Re-Roof No Span 4 S. 7.56 in.^3 Plywood Sheathing No a 5 I 20.80 in.^4 Board Sheathing Solid-Sheathing Total Ra e S an 12.22 ft TL Defl'n Limit 120 Vaulted CeilingNo PV 1 rt 1.50 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1;End 11.50 ft Wood Grade #2 Rafter Slope 180 PV 2'gart Fb 875 psi Rafter Spacing 16"O.C. PV 2End F„ 135 psi Top Lat Bracing Full PV 3 rt E 1400000 psi Bot Lat Bracing At Supports PV 3"End Emin 510000 psi Member Loa ng mary Roof Pitch 4/12 In al I Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 7.5 psf x 1.05 7.9 psf 7.9 psf PV Dead Load PV-DL 3.0 Osf x 1.05 3.2 psf Roof Live Load RLL 20.0psf x 1.00 20.0 psf Live/Snow Load LL/SL 1,2 40.01 psf x 0.7 1 x 0.7 28.0 psf 28,0 psf Total Load(Governing LC I TL I 1 35.9 p# 39.0 psf Notes: 1. ps= Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member sign S mma per NDS Governing Load Comb CD CL + CL CF Cr D+ S 1.15 1. 0 1 0.65 1.3 1.15 Member Analysis esults Summary Governing Analysis Max Demand 0 L tion Capacity DCRResult Bending + Stress 1101 psi 6.51 ft 1504 mi 0.73 Pass i CALCULATION OF DESIGN WIND LOADS - MP8B Mounting Plane Information Roofing Material Standing Seam Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff Attachment Hardware S-5 Clamp Roof Slope 180 Rafter Spacing 16"O.C. Framing Type/ Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standin Seam/Trap Spacing SM Seam Only 16" Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 90 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 1 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt) (Kd)(V^2)(I) Equation 6-15 15.0 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(D w.) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC ) Equation 6-22 Wind Pressure Up RUM -13.1 psf Wind Pressure Down 10.0 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 32" 39" Max Allowable Cantilever Landscape 15" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 9 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual -99 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff Demand/Capacity DCR 70.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 16" 65" Max AllowableCantilever Portrait 9" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 7 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual 82 lbs Uplift Capacity of Standoff T-allow 140 lbs Standoff DemandlCapacitDCR 58.7% ,- 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 EGC EQUIPMENT RRENT LABOAORY SHAL LIST ALL GROUNDING CONDUCTOR COMPR ATNCE WITHLART. 110.3. EQUIPMENT IN CITY OF NORTHAMPTON (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING BUILDING DEPARTMENT EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE These plans have been reviewed GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY Anda r HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. approved. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 3- Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER Date 45 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). Signature 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. 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 SHEETPV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES ` P.5 STRUCTURAL VIEWS 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 ROCU 03/22/2016 Included 15 modules on M138 UTILITY: National Grid USA (Massachusetts Electric) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OVNJER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-01019 0 3 0 0 EDWARD J POPIELARCZYK Edward J Potlrielarcz �( RESIDENCE Rafael Castro Veramendi }SoI arCi ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: J ��.,; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Standing Seam 981 BURTS PIT RD RFD 10.965 KW PV ARRAY 4, a PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: FLORENCE M A 0106 2 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (43) TRINA SOLAR # TSM-255PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REW. DATE T. (650)638-1028 F: (650) 636-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE10000A—USOOOSNR2 4135847675 COVER SHEET PV 1 a 3/22/2016 (888)—SOL—CITY(765-2489) www.solaraityc. A (E) DRIVEWAY 981 Burts Pit Rd rfd PROPERTY PLAN N g Scale:I" = 20'-0' 0 20' 40' 5 J B-0101903 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: �21�s CONTAINED SHALL NOT BE USED FOR THE EDWARD J POPIELARCZYK Edward J Popielarczyk RESIDENCE Rafael Castro Veramendi �,1`SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��'�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Standing Seam 981 BURTS PIT RD RFD 10.965 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 .THE SALE AND USE OF THE RESPECTIVE (43) TRINA SOLAR # TSM-255PD05.18 SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650)63B-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER: SOLAREDGE SE10000A—USOOOSNR2 4135847675 PROPERTY PLAN PV 2 a 3/22/2016 (8B8)-SOL—CITY(765-2489) wwsolarcitycom PITCH: 18 ARRAY PITCH:18 MP1 AZIMUTH:202 ARRAY AZIMUTH: 202 MATERIAL: Metal Seam STORY: 1 Story PITCH: 18 ARRAY PITCH:18 MP8 AZIMUTH:22 ARRAY AZIMUTH:22 MATERIAL: Metal Seam STORY: 1 Story H PITCH: 18 ARRAY PITCH:18 t MP3 AZIMUTH: 112 ARRAY AZIMUTH: 112 C MATERIAL: Metal Seam STORY: 1 Story PITCH: 18 ARRAY PITCH:18 MP4 AZIMUTH:202 ARRAY AZIMUTH:202 I MATERIAL: Metal Seam STORY: 1 Story ST UC URE i O Inv a I r- AC Sdw I Ir`cl 0 LEGEND e e3 t. o r M P bbd w D (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS O © DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS O DC JUNCTION/COMBINER BOX & LABELS A DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER (E) DRIVEWAY -z STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR mm CONDUIT RUN ON INTERIOR — GATE/FENCE 981 Burts Pit Rd rfd Front Of House r0, HEAT PRODUCING VENTS ARE RED ;i INTERIOR EQUIPMENT IS DASHED L—J SITE PLAN N Scale: 1/8" = 1' O 1' 8' 16' W S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0101903 0 0 EDWARD J POPIELARCZYK Edward J Poflielarcz RESIDENCE Rafael Castro veramendi �`r • ff BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: p ��iO SOIarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Standing Seam 981 BURTS PIT RD RFD 10.965 KW PV ARRAY �1% PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES FLORENCE M A 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (43) TRINA SOLAR # TSM-255PD05.18 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE MariT. (650)638bo1O28h, MA01752 (85O) 638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE #SE10000A-USOOOSNR2 4135847675 SITE PLAN PV 3 a 3/22/2016 (888)-SCI-CITY(765-2489) www.solarcity.com S1 S1 4" 15'-4" 1'— (E) LBW (E) LBW A SIDE VIEW OF MP1 NTS � SIDE VIEW OF MP3 NTS MPJ X-SPACING X-CANTI LEVER Y-SPACING Y-CANTILEVER NOTES MP3 X-SPACING X-CANTI LEVER Y-SPACING Y-CANTILEVER1 NOTES LANDSCAPE 32" 15" STAGGERED LANDSCAPE 32" 15" STAGGERED PORTRAIT 16" 9" PORTRAIT 16" 9" ROOFAZI 112 PITCH 18 RAFTER 2x6 @ 16" OC ARRAY AZI 202 PITCH 18 ROOF AZI 202 PITCH 18 STORIES: 1 RAFTER 2X8 @ 16"OC ARRAY AZI 112 PITCH 18 STORIES: 1 C.J. 2X6 @16" OC Metal Standing Seam C.J. 2x6 @16"OC Metal Standing Seam S 1 (E) 2x4 A S 1 (E) 1x4 4" 4" 7'-1„ ,-2» -4" -2" r(E) (E) LBW W SIDE VIEW OF MP4 NTS H SIDE VIEW OF MP8A NTS D MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP8A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 32" 15" STAGGERED LANDSCAPE 32" 15" STAGGERED PORTRAIT 16" 9" ROOF AZI202 PITCH 18 PORTRAIT 16" 9" ARRAY AZI 202 PITCH 18 RAFTER 2x4 @ 16"OC STORIES: 1 ROOF AZI 22 PITCH 18 C.J. 2x4 @16"OC Metal Standing Seam RAFTER 2x4 @ 24" OC ARRAY AZI 22 PITCH 0 STORIES: 1 C.J. 2x4 @24" OC Metal Standing Seam PREMISE OWNER: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-0101903 0 0 CONTAINED SIA NOT BE USED FOR THE EDWARD J POPIELARCZYK Edward J Popielarczyk RESIDENCE Rafael Castro Veramendi . , SolarCity NORESHALL A V EISCLOSD N WHOLE OR RCIN MOUNTING srsnd 981 BURTS PIT RD RFD 10.965 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ZEP Standing Seam ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: FLORENCE, MA 01062 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (43) TRINA SOLAR # TSM-255PD05.18 PAGE NAME SHEET: REV: DATE Marlborough, MA 01752 SOLARCIIY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE10000A—USOOOSNR2 4135847675 STRUCTURAL VIEWS PV 4 a 3/22/2016 (88BrsOL-CITY(765-2489) www.solarcity.com 1 S1 A PV MODULE M10 BOLT SP �1 INSTALLATION ORDER " ZEP LEVELING FOOT LOCATE SEAM, MARK 10'-6" ZEP ARRAY SKIRT (1) LOCATION, AND SEAM. 1'— 1'— (E) LBW S-5! CLAMP & ft7i (2) TIGHTEN SET SCREW(S) SET SCREW s ON S-5! CLAMP. OOT SIDE VIEW O F M P8 6 NTS (E) STANDING L (3) ((3) 0TOA S-5! CLAMPL LEVELING FWIITH SEAM ROOF (1) (2) (E) ROOF DECKING BOLT & WASHERS. MPBB X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER LANDSCAPE 32" 15" STAGGERED C i STAN DOFF PORTRAIT 16" 911 RAFTER 2x6 @ 16" OC ROOF AZI 22 PITCH 18 STORIES: 1 ARRAY AZI 22 PITCH 0 C.J. 2X6 @16" OC Metal Standing Seam PV MODULE LEVELING M10-1.5 X 20MM FOOT BOLT (E) STANDING S-5 CLAMP SEAM ROOF & SET SCREW 0.54 (E) ROOF DECKING - SP S-5 DETAIL SHOWING SEAM PROFILE Scale. 3"=I'-O" INSTALL INSTRUCTIONS: CLAMPS ARE MADE FOR TYP. STANDING SEAM PROFILES. WHEN ATTACHING THE MACHINE FOLDED SEAMS CLAMPS ARE DESIGNED TO ENGAGE THE SEAM. FOR HORIZONTAL SEAM APPLICATIONS THE SETSCREW MUST BE ACCESSIBLE FROM THE TOP FOR TIGHTENING. ON MANY SNAP—TOGETHER TYPE SEAMS, THE SETSCREWS ARE OPPOSITE THE OPEN OR OVERLAP SIDE OF THE SEAM. ON SOME SEAMS THIS ASPECT OF THE CLAMP ORIENTATION IS NOT CRITICAL. INSTALL WITH A SCREW GUN AND INCLUDED SCREW GUN BIT TIP. FOR OPTIMAL HOLDING STRENGTH. SETSCREWS SHOULD BE TENSIONED AND RE—TENSIONED AS THE SEAM MATERIAL COMPRESSES. SCREWS SHOULD BE TENSIONED TO 130 INCH POUNDS USING A CALIBRATED TORQUE WRENCH. THE S-5 HAS FOUR SETSCREWS LOCATIONS TO MAKE THE CLAMP MORE VERSATILE, HOWEVER ONLY TWO SETSCREWS ARE USED PER CLAMP. THE SETSCREWS SHOULD ALWAYS BE PLACED ON THE SAME SIDE OF THE CLAMP. CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBERPREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0101903 0 0 BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: EDWARD J POPIELARCZYK Edward J Popielarczyk RESIDENCE Rafael Castro Veramendi 501arCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Standing Seam 981 BURTS PIT RD RFD 10.965 KW PV ARRAY ►� PART TO OTHERS OUTSIDE THE RECIPIENTS MODl1LES: FLORENCE MA 01062 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St Matin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (43) TRINA SOLAR # TSM-255PDO5.18 SOLARCITY EQUIPMENT, WIX' T THE WRITTEN PACE NAME SHEET: REV. DATE: Malborough, MA 01752 PERMISSION OF SOLARCIDti-'� '"`ATER: 4135847675 PV 5 a 3/22/2016 888 (OLD)6Y(765- F: (650)638-1029 - SOLAREDGE SE1000OA—USOOOSNR2 STRUCTURAL VIEWS (888)-SOL-CITY(765-2489) rwnsolarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number:LC404081200 Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE ##SE10000A-USOOOSNR� LABEL: A -(43)TRINA SOLAR ## TSM-255PDO5.18 GEN #168572 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:91813885 Tie-In: Supply Side Connection Inverter; 1000OW, 240V, 97.5 ; w Unlfed Disco andZB,RGM,AFCI PV Module; 255W, 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 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER I AT E 200A MAIN SERVICE PANEL SolarCity E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 E BRYANT ( ) WIRING CUTLER-HAMMER 5 A 1 7 Load Center Disconnect 6 SOLAREDGE DC+ 20OA/2P MP 3&4: 1x16 SE1000OA-USOOOSNR2 DCLP - B 60A 2P - -- --- - 2 DC- EGC 3-_- --------- - -- / C zaov r--------- �-- q m L1 B /11 L2 DC+ I DC+ N DC- 1 4 Dc- MP 8: 1x15 (E) LOADS o I-- ---- GND ------------------------- C ---1N DC- NJ DC+ MP 1: 1x12 --- GND - EGC ___EGC J ---- --------- ------------ --♦----- -- ---------- --' I L� N I (1)Conduit Kit, 3/4' EMT - I -J v EGC/GEC W � -, Z I I I I I I - GEC-r-� TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP O1 (2)Gro pd Rod B (1)BRYANT #BR24L70RP A (1)SolarCitYY 4 STRING JD, GROUNDED BOX D� r 8 x 8, C per Load Center, 70A, 120/24OV, NEMA 3R AC 2x2 STR GS, UNFUSED, GROUNDED -(2)ILSCO #IPC 4�0-/6 -(1)CUTLER-HAMMER #BRA 0 PV (43)SOLAREDGE #P300-2NA4AZS Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Breaker, 60A/2P, 2 aces Power$ox Optimizer, 30OW, H4, DC to DC, ZEP SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLEE�J_ (1)CUTLER-HAMMER N DG222URB � AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R n (1)AWG #6, Solid Bare Copper -(1)CUTLER-�IAMMER DGi00NB -(1)Ground Rod; 5/8' x 8', Copper Ground Neutral It; 60-100A, General Duty(DG) (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG /6 THWN-2, Black (1)AWG #6, THWN-2, Black (1)AWG /8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG X10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC (1)AWG 16, THWN-2, Red ©L-L(1)AWG /6, THWN-2, Red ® (1)AWG /8, THWN-2, Red Vmp =350 VDC Imp=19.42 ADC (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC I (1)AW'G #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (I)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (1 AWG /10, THHN/THWN72,.Green EGC. . . . . . . . . . . . . . . . . . . . . . . . . LLLJJJ -())AWG #6, Solid Bare.Copper, GEC. . . .-(1)Conduit.Kit; 3/4' EMT. . . . . . . .', , . , , . ,-(1)AWG 8,.THWN72,,Green . . EGC/GEC,-(1)Conduit.Kit;.3/4',EMT. . . . . (1 AWG /10, THWN-2, Black Voc 500 VDC Isc ='15' ' ADC 1 0, PV Wire, 60OV, Black Voc* =500 VDC Isc =15 ADC (2)AWG i O (1(I)AWG /10, THWN-2, Red Vmp =350 VDC Imp=11.51 ADC (1)AWG� #6, Solid Bare Copper EGC Vmp =350 VDC Imp=10.79 ADC T2 L-1 . . . . . . . . (1)AWG #10 T IHN/THWN72,.Green. EGC. . . . . . . . . . . . . . . . . . . . . . . . . . . . .I L_I (2)AWG X10, PV Wire, 600V, Black Voc* =500 VDC Isc =15 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.63 ADC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i I I JB-0101903 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: "IQ CONTAINED SHALL NOT BE USED FOR THE EDWARD J POPIELARCZYK Edward J Popielarczyk RESIDENCE Rafael Castro Veramendi SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZEP Standing Seam 981 BURTS PIT RD RFD 10.965 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES FLORENCE, MA 01062 ORGTHEASIALE AND USEEPT OF INCONNECTION RESPECTIVE�TM (43) TRINA SOLAR # TSM-255PD05.18 24 St. Martin Drive.Marlborough, MAd01�z Unit 11 PAGE NAME: SHEET: REV: DATE T. (650)638-1028 F. (650) 638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. SOLAREDGE SE10000A-USOOOSNR2 4135847675 THREE LINE DIAGRAM PV 6 a 3/22/2016 (666)-SOL-CITY(765-2489) www.solarcltycom WARNIN11w YII Label ' " ' Label Location: Location: WARNING ;_ '• WARNING Code:Per Code: NEC ELECTRIC SHOCK HAZARD • ELECTRIC SHOCK HAZARD • •• DO NOT Tt)UCH TERMINALS NEC ' NEC ' THE DC CONDUCTORS OF THIS Label • TERMINALS ON BOTH LINE AtJD PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN • LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND PHOTOVOLTAIC DC ••_ IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED•NEC • DISCONNECTPer .•0 Label_ • • PHOTOVOLTAIC POINT OF ■• INTERCONNECTION Per ••_ Per MAXIMUM POWER-_A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp} • - HAZARD. DO NOT TOUCH 690.17.4; 690.54 MAXIMUM POWER--vNEC 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 SOURCE CURRENT(Isc} AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT _ MAXIMUM AC V Label Location: OPERATING VOLTAGE WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• - • CONDUCTORS MAY BE CAUTION '• UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.B.4 PHC1T(1\/fli TAI(`CYRTF�q Label • • WARNING = Per Code: Label • . ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS 690.17(4) CAUTION ' '• TERMINALS ON BOTH LINE AND Per ••- LOAD SIDES MAY 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 • • WARNING '• Per ..- 1NVERTER OUTPUT Label Location: CONNECTION 690.64.B.7 AC -• DO NOT RELOCATEDisconnect THIS OVERCURRENT • • DISCONNECT •'" DEVICE NEC •.� uit :. Distribution Conduit(II DC Disconnect (IC): Interior Run LabelLocation: MAXIMUM AC A ' (POI) Center OPERATING CURRENTPer Code: (M): Utility Meter iv1AXIMUM AC Interconnection OPERATING VOLTAGE V 690.54 Point • • .• . . i r3055 aeawiew Way San Mateo,CA 94402 Label Set T:(650)638-1028 F:(650)638-1029 • • •, � ' - I ® it solar SO�ar ' • SolarEdge Power Optimizer ee Module Add-On for North America P300 / P350 i P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North America (formode es PV (formodules PV (formodules PV modules) modules) modules) INPUT P300 / P350 1 P400 • ��� Rated Input DCPowerr° 300 350 400 W Absolute Maximum Input Voltage(Voc at lowest temper atu re) 48 60 80 Vdc MPPT Operating Range 8-48 8-60 8-80 Vdc 31, ya Maximum Short Circuit Current(isc) 10 Adc Maximum DC Input Current 12.5 .Adc _ 3""""'R"' Maximum o M x mo Efficiencv 99 5 - r `/ Weighted Efficiency 98.8 5 .,s Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING_INVERTER_) So Maximum Output Current S Adc Maximum Output Voltage 60 __Vdc _. OUTPUT DURING STANDBY(POWEROPTIMIZERDISCONNECTED FROM M INVERTER OR INVERTER OFF) _. _.. x r. Safety Output Voltage per Power Optimizer r Vdc STANDARD COMPLIANCE. EMC - lv FCC ParrIS CI+55 n I 0610006-2,IF.C61000-6-3 r Safety 6210 fety .EC 9 1(class safety),1,11741 x RoHS Yes ,y INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141x212 x4Q5/S.SSx8.34x759 mm/in Weight(including cables) 950/2.1 gr/Ib s, Input Connector MC4/AmphenolJTyco Output Wire Type/Connector Double Insulated;Ampheriol Output Wire Length 0.95/3 0 1.2/39 m J f- Operating Temperature Range ! -40-.+85/-40-+185 `C/°F I. Protection Rating IP65/NEMA4 Relative Humidity 0-100 R—d STC p—,mne Moine p 1;.,d PV SYSTEM DESIGN USING A SOLAREDGESINGLE PHASE THREE PHASE THREE PHASE 77777777" 480V g <- _ INVERTER -. ....t08V _.. pnw�C q�1tI1111 L1Qft the module-level Minimum String Length(Power Optimizers) 8 10 18 1l Maximum String Length(Power Optimizers) 25 25 50 Up to 25%more energy Maximum Power per String 5250 6000 12750 W SUperlor efficiency(99=5%) Parallel Strings of Different Lengths or Orientations yes — Mitigates all types ofmodule mismatch losses,from manufacturing tolerance to parbal 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 "SA t:_._?.^A"N' v:=t..,sola : FEi's THE Vinamount MODULE TSM-PDO5.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA n.'STC unit_mm Peak Power Watts-PIAx(Wp) 245 250 255 260 _ ----- 941 1, Power Output Tolerance-PMAx(%) 0-+3` Maximum Power Voltage-VM,(V) 29.9 30.3 30.5 30.6 T" E T1nna1w%1e%10-"& unt I o o%aiory Mawmvm Power Currentb er(A) 8.20 8.27 8.37 5.50 ?4A.-ATE I o Open Circuit Voltage Voc(V) 37.8 38.0 38.1 38.2 u'rvo„ore Short Circuit Current-Ise(A) 8.75 8:79 8.88 9.00 Module Efficiency nm(%) 15.0 15.3 15.6 15.9 STC:Irradiance 1000 W/m',Cell Temperature 25�C,Air Mass AM]5 according to EN 60904-3. Typical efficiency reduction of 4,5%at 200 W/m'according to EN 60904-1. e I e LEC:TF€CALDATA- NOCT 60 �� Maximum Power-P-(Wp) 182 186 190 193 1 t INEC C I Maximum PowerVoltage-YMP(V) 27.6 28'..0 28.1 28.3 MULTICRYSTALL 'MODULE mn3caounarvc„orE Maximum Power Current I-P(A) 6.59 6.65 6.74 6.84 A A WITH'TRINAMOUNTFRAME oRAry„ore - Open GrcuitVoltage(V)-Voe(v) 351 35:2 35.3 35.4 Short Circuit Current(A)-Isc(A) 7.07 7.10 7.17 7.27 NOCT:Irradiance a1800 W/m°.Ambient Temperature 20°C,Wind Speed I m/s. ® '" PD05.18 -- stz ---- iso Back View POWER OUTPUT FLANGE `.1ECH A NIC:A I-DAT 1-� Solar cells Multicrystalline 156 x 156 mm(6 inches) Fost and simple to install through crop in mountingsolution Cell orientation 60 cells(6 x 10) 1 Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) ......... ......... ._...... o ..._........... ............... .............. ._........... .___.....__ ............. � Weight .. 21.3 kg(47.0 lbs) '... _ 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 0 P%w+ F,, Cables IP 65 or olt 67 rated.; : €VCt:FVESOF MODULEpel5W� Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches), to"T--- --- ----- 1200 mm(47.2 inches) POWER OUTPUT GUARANTEE 9 Fire Rating Type2 - 8 _SOOW/m 6 Highly� reliable t to srlr� i�� cal(`i s oorl 4,'A� 400w/mn - TE:x:?e�' iUF PA€PaGS S'rAXI.>,3/vi hATl.aGS 2m 2001 �'\ Nominal Operating Cell 44-C +2°C Operational Temperature -40-+85°C Temperature(NOCT) (- ) r Maximum System 1000V DC(I€Cj Om, _- Temperature Coefficient ofP- -0:41%/°C Voltage 1000VDC(UL) 10.° 20.f° 30.-r 40,- L Volta e v Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A Certifiedtowithstand challenging environmental TemperatureCoeffcienioflsc 0.05 /°C conditions ,A'g' INTY "'fit t =OrF 10 year Product Workmanship Warranty 25 year Linear Power Warranty gIE✓ 3:C,L, J„_ (Please refer to product warranty for details) a P?TE?CATIQN r ---- ,�� c VL us cSPus Modules per box 26piecesV z <1 - LINEAR PERFORMANCE WARRANTY ___.. __.... ilu Year ProdUict Warranty$ 25 Year)linear Power Aafrwity usreo #rtj#a Solar#.#sus#+ed _.__._ .._---- .............. .- ._.___.__ ....._... .. .__..... _......____. ti Modules per 40'container:728 pieces d :?f 909 r' r _.-..m.-__... __.. _- 3l oo� ,i, an r., ,_ EU 28 a CPT` no sof 87{7"F coMPUArvr o r�k r 3 (Irl p t'f.Y:yC3Tr Trin-aso^^slar CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. aaMPq # g O 809 k i }I$31 f d �' st f Is�i�p l)Id`)I)'�TT,� J Trin-a'' c a0ngerina Solar Limited.All rights reserved.Specifications included in this dafasheef are subject to ,(r= /B�,A r' ,,#�# y. a. without notice. j Years 5 10 15 20 25 - CpMFPtA Datasheet ZS Sean Datasheet; ZS Seam, ZepSolar Interlock.._ Z 9 J ,-k: I�_- 203mm 'l 34mm Ij Leveling Foot ZS Seam- 76mm � 106mm q f n i n smm is Hybrid Interlock i 394mm i ''° for " orF frS tl l ' Sf; i Cir. , ., ib �_...............�.......�__._. ..... '.� 203 2mm 30.7 wa y t'o aunt V arrays on standing,seam metal ro=.:gins. With a series of drop-in and quarter-turn connections, ZS Seam offers real ZS Seam mounting hardware is labor savings compared to conventional mounting systems. Its designed for use with Zep structural connections are auto-grounding,eliminating the need for Compatible PV modules from Ground Zep 2— - separate grounding hardware.And with its hyper-bonded grounding leading PV module manufacturers. q __ 29.8mm matrix,ZS Seam offers the safest,most reliable way to ground PV arrays. Visit zepsolar.com for a current list ® amm of Zep Compatible PV modules. a6 u ""'mm 29.Bmm .. ..-�. s,,tern Benefits fey Tech tic=n Feztures O;A ofhe: �r3� 3 cat ,o5it�,a r3 vr�AeE.Q. Universal Box Bracket DC Wire Clip Seam Mount ZS comp E i H r mat mo E _ to r_ . an(.n, In lc k LL Cis (I t o U L 2 E ® ZS Span (r i.. m _ l i at se 9 r y, n 5 i., .� ,ing 1i �__,:r i 1 ..�.,a` )NA ;J bunt - n)P AC'S ZS Tile a. 'tra-re.iable hyper Inorwed Gr,! ( ep U r E i L I e d In fi; Array Skirt p �.ri ld :n,a_i>ix ZS Trap<' End Ca Tools { (,—non fid'XI'l-fing devici. ti for(r .y � . ,t... .. _ 4 y yl id McKeh.iCi 00 ZS Wave UL 7'ideviue 0000 °. _ eF Enliancec at.,;1 l , o r.,,, tr.'+r3, �� t .d . .,.:_,.0 'QMPA)j4 �F` t Q UL LISTED COMPPt� _ Gfi _S Page 1 of 2 Page 2 of 2 l soIar=9@ Single Phase Inverters for North America s o I a r - • • - SF300OA-US/SE3800A-US/SE500OA-US1SE6000A-US/ �° SE7600A-US/SE10000A-US/SE114COA-US SE3000A-USI SE38GOA-US'. SESOOOA-US SE60GOA-USI SE760OA-US_ SE1000OA-USI SE1140OA-US OUTPUT SolarEdge Single Phase Inverters . 9000 @240V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA m Q r 5400 @ 208V 10800 @ 208V For North A 1 1 1 G 1 I C Max.AC.Power Output 3300 4150 5450 @240V 6006 8350 10950 @240V 1.2000 VA AC Output Voltage Min.-Nom.-Max i" ✓ ✓ 183-208-229 Vac '.. SE300OA-US1SE3 0OA-USfSE500OA-USJSE600OA-US; AC Output Voltage Min.Nom.-Max ' ✓ ✓ J ✓ ✓ ✓ ✓ yc SE76OOA-USSE10000A-USSE11 0OA-US ACFrequencMin.- Nom.-Max.°% 93-60 60.5(with HI country setting 57 60 60.5) Hz - 24 @ 208V 48 @ 208V °0V Max.Continuous Output Current 12.5 16 21 C 240V 25 32 42 @ 240V 47.5 A y _ + GFDI Threshold i A Ar �. Al Utility Monitoring,Is ano ng Prcte tron,Country Configurable Thresholds Yes Yes _ 3 ..... ... _.... Ai ✓c INPUT x .1 Maximum DC Powe (STC) 4050 5100 6750 8100 10250 13500 15350 W Transformer less.Ungrounded Yes 'Ad "� a ;' Max.Inpu.Vo tag. Soo Vdc Nom.DC Input Voltage 325 @ 208V%350 @ 240V Vdc _ 16.5 @ 208V 33 @ 208V `� �' z Max.Input Cu«entiz1 9.5 13 18 23 34.5 Adc l ' � E'1 < p _ 15.5 @ 240V 30.5 @ 240V r. t s i Max.Input Short Circuit Curren' _ 45 - Adc Jim 0_ r� Reverse Polarity Protection Yes 01 ' Ground-Fault so ahon Detection 660ka sensitivity Maximum Inve9'rer Efficiency 97.7 98.2 98.3 98.3 98 98 8 r1� CEC Weighted Efficiency p 97.5 98 97.5 ria 208V 97.5 97.5 97 @ 208V 97.5 % 98 @ 240V 97.5 L (r240V Nighttime Rower Consum tion _.. ADD .T,. —_ _ k � ITIONAL FEATURE - y YW�Y! Supported Ce m:;mcation fire.:a;es .... __ ...-... 85485,RS73-2 Ltharnet,ZlgBee(opt;.onal) Revenue Grace Data,ANSI 012.1 Optional" l „, .. . __ ...._ _...... -_. Y ge rapid shutdown k t Is instailedj4'_Rapid Shutdown-NEC 2014 690.12 Fanctionalic enabled when SeEarE=d DCOMPLIANCE — _ ....._ _.. _.... ....... SA 22.2 STANDARD OMPLIANC Jt 1741,iA-16998,UE1998,C E _ Crid Connection Standaros IEFF1547 Ernissions -cc partly class R ' INSTALLATION SPECIFICATIONS AC output cond.�it svP/AWG range -...... _..3, minimum/.1.6-6 AWC __-.. ._._ _..3/4"minim�.m/8 3 AWG _ iF Im ., ' DC input conduit size/ri of strings,7 "s/4"rnirirnum/1-2 strings j AWG range ,14„thin I m u r n/1 2 strings j 16-6 AWG 14-6 AWG Dimensions with Safety Switch 30.5 x 125 x'_0 5/ in/ 30.S x 125 x 7.2/;751,315 x 184 _(HxWxDi ',. 775 x 315 x 260 mm ' Weight With Safety Switch 512/23 2 54.7/24.7 88.4/40.1 la/kg Nato, „- COi1V£'Ct70" Cooling Natural Convection and internal Fans fuser replaceable) fan!user The best choice for SolarEd a, enabled systems Noise <2S eplaceab e) 50 d8A ® Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min.Max.operating Temperature 13 to+140;-25 to-60;40 to+60 version ova lab:ei''j "F/°C Range Superior efficiency(98%) Protection Rating NE MA 313 .r Small,lightweight and easy to install on provided bracket For other reg nna settings Please contact So,,Edge si.PPort s Built-in module-level monitoring 'i Ahgh ve...current source may he used the in,ertODNNR r will r O put current to the values stated. t,Revenue grade-inverter—rce P/N-be...A USOOONNR2(far 7600W-overt..SE rit t,the al,e sial. Rapid shutdown kit P/N'SE1000 RSD S' Internet connection through Ethernet or Wireless rs�40 version P/N.SE—.A-USOOONNU4(for 760OW I-ert.r SE7600A-U5002NNU4). Outdoor and indoor installation Fixed voltage inverter,DC/AG conversion only Pre-assembled Safety Switch for faster installation Optional–revenue grade data,ANSI C12.1ROHS