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aG Town of Southold 1/9/2017 y� P.O.Box 1179 a o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38769 Date: 1/9/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2260 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 145.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2016 pursuant to which Building Permit No. 40780 dated 6/16/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on existing one family dwelling as applied for. The certificate is issued to Knapp,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40780 11/22/2016 PLUMBERS CERTIFICATION DATED Authorized Signature gUF tx�, TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40780 Date: 6/16/2016 Permission is hereby granted to: Knapp, Kathleen 2260 Peconic Bay Blvd Laurel, NY 11948 To: install roof-mounted solar panels as applied for. At premises located at: 2260 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 145.4-4 Pursuant to application dated 6/10/2016 and approved by the Building Inspector. To expire on 12/16/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $1001.00 Bit. i pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.0 I ,, Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: I A I 00- House No. Str et Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section S- Block Lot `t Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: SlAf C I t Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $_ 50,(�U W10 4A-AA e&C-2-- Applicant ignature pF SOU�y®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G (a� .®le y® roper.richerttown.southold.ny.us Southold,NY 11971-0959 c®UNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Knapp Address: 2260 Great Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Budding Permit#: 40780 Section: 145 Block. 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Snitches Twist Lock Exit Fixtures TVSS Other Equipment: 7.02 KW Roof Mounted Photovoltaic System to Include; 27- TSM 260 Panels, 1- PVI 6000 Inverter, 1- AC Disconnect, 1- DC Disconnect. Notes, Inspector Signature: Date: November 22, 2016 0-Cert Electrical Compliance Form.xls pP SOdTyo� �COUNi'I,p`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �J ELECTRICAL (FINAL) REMARKS: �i &0,65 DATE �'{ � 1 INSPECTOR i Version#64.1 PIL d0 Lai y Project/Job# 1191274 RE: Installation Approval Letter Project: Knapp Residence of NQ/y 2260 Peconic Bay Blvd �� E C�L I P S E ��P��RION Laurel,NY 11948 Date of Review 11/21/2016 ENGINEERING Ine.,P.C. * j 2 cc Permit# 40780 � Date of Install 10/31/2016 Eclipse Engineering,as a third party, �^ � has provided a structural-only review of Zip 095379 AHJ Southold Town the enclosed project. I Dlg7tailysignedb S Shll 11,9 SC Office Long Island Shenoy, } �FESSION Location 421..W,Rivers7d , STE1421,Spokane;W," Contact Info.56-921'-`7731 To Whom It May Concern, Date 201611 Zi 1,!„�3 10 53 46-08'00'r_✓" On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of NYS. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. D D JAN 9 2011 BUILDING DBPT- TOWN OF SOUTHOLD 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com A.05500 Arr td-81137 A2FOC 2417,VROC 244450 CA CSLF!'U8104 CO EC6041 CT HtC 0,„527/8:ELC Cn25305 DL 4505/400..O807ECC902.'ev,5 OE 20:1120786/T7-6032,R EC73000216 Ht CT.29)JU 1,15-0052 MA HIC 148472/ EL-MaIP,"DHIC I?114MIIC5 NCVPo'-U N,1034TUM23\I[+J tlJM1Ca 13VHObiuia)O/34E501P 21111 VtA EEE98-37959L7 r1JPN?0121P5172/C1-0018648/9'-f✓)79710 OPEL 4110.'OR CPIZ04M'UC 2 P,,KCPA077543 Rl ACrS�t71a/R..?,383C.TX7ECL27FA6 UT 87249EO-55^1 VAELE2105153278 V1 EM-05829 WA5OL4RC'919OVSOLARC'90!P7.Jr4ny439_Grx A-486:+..&5u H24097iM> o Po_'C60,11 R0l4nd M-11664-1.000-Cal S%&H-' 5205741 W-11,1 :tl WC-26066-H13 NYC 920U7394-DCA SC I'AC.'1 YC L—Med n,CS(Clan 012610 00�4d1,155 Y:at x SL 6th Fl (Jolt P).%.lm 71Y 11201 9201396641CA All I.—f—d-0 ty sola,G+tyF rnnc9 G,11P.,y LCC CA F,LL,1t Llt .6C84796 So1¢101,/F.Ia eC9 p"LLCis iia_- el LV the 0d.ra S tal1531 G.+nnllassoner 1,9nyagLr-r—In D-11-le Unde,li ,n, L,019422 MD Con.0 Loan L+cen 241 tlV Ir:tallmen'L9..n L,Co LL'1D23,10192411LIan+.WLmde,020S310FLL TA Rq-1C4 C.eel to 1400050e6202404.VT L-1.Y L LC m1 n6766 FIELD 3N'SPEZ,= N RtE1?'OR.x D= COivINI� S Fj FOUND4tON(1ST) � C7 � r ww}wY•NMYiwwY'YMw.wwYwwYww , FOUNDA'TIOX(Mb) 09 ROUGH YR4N'n Q& ` H INSULATION PEA N.Y. STATE ENERGY CORD FINAL •ITI• T5 -�• - ale 'C o • �tiy,d (' V ,� 'F TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. %�� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: -Anais FernandezAPproved 20 Mailto. SolarCit Disapproved a/c 923C Motor Parkway Hauppauge,NY 11778 Phone: 631-355-5125 Expiration / Z ,20 D [Ec Dvz ✓ D Building Inspector J U N 1 0 2016 APPLICATION FOR BUILDING PERMIT BUIY.DINGDEPT. Date A,y)f-., 20�� TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan-showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building•Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.,If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six month's. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,-and to admit authorized inspectors on premises and in building for necessary inspections. (Signature a licant or n if a corporation) • 92 3C Motor a ay Hauppauge,NY 11788 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor/Agent Name of owner of premises (As on the tax o 1 or latest deed) If applicant is a corporation, signature,of duly authorized officer (Name and title of corporate officer) Builders License No. 52057-H Plumbers License No. Electricians Licensd'No., 5,.1331-ME Other Trade's Licen'see_No. s 1. Location of land on which°prop ` sed' o'rk wi e gane: �. House Number Street !Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� Fee . -(To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Storiesal V Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of S6ri6s 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ` 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law;ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be'removed from premises?YES NO 14.Names of Owner of emises �' Address o i(cl Phone No. Name of Architect e, Address, Phone No�GS(1�� �<b2� Name of Contractor SolarCity Address, 923C Motor Parkway phone No. 631-355-5125 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E:C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO *-IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly'swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor/Agent (Contractor,Agent,Corpora a Officer,etc.) of said owner or owners,and is duly authorized to perform or have perform le this application;, that all statements contained in this application are true to the best of his kn wled INWIthe w rk will be RK performed in the manner set forth in the application filed therewith. NOT Y1'stBLIC, o.GI O128779YA Registration No.®1Zi�12�7T4 Qualified in Suffolk County SwornA before me thi W Expires October 9,20_L day of 20�� Notary P lic gn ture of Ap lic t Scott A. Russell Ir ST01KMWAX1E1K SUPERVISORJ � z MA\lamN A\G]EMlEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ Clearing, grubbing, grading or stripping of land which affects more ,�/ than 5,000 square feet of ground surface. ❑LI" B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[]/E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ [B/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: _ District r NAME- 11 -CVA( �Z S J V Yto Section Bloch t 35FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 355 frekpAoy. /1' oI � 11/A m NuNumber) `l/� yV•`��••i r,>'`�—ly ��pV` Reviewed B — — — — — — — — — — — — — — — — Date: (0 �p Property Address/Location of Construction Work: — — — — — — — — — — — — — --- — — Approved for processing Building Permit. 11y,Al�Yll C �jGl Stormwater Management Control Plan Not Required. ` i I -1 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �0�00�SO�ryo! 0 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road CA (631)765'g&5 r-o.Box 1179 G �• roger.dchert�#o`wn.soutno1uu.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY- Date: Company Name: j Name: A 'l 6 eA)[ Z License No.: Address: �) o I Phone No.: (�31 355- 5 I a, JOBSITE INFORMk+Mf-Cn ATION: (*Indicates required information) *Name: *Address: 6 aoe *Cross Street: *Phone No.: (51(o Permit No.: go-7 Tax-Map District: 1000 Section: ' Block:_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �0C&- `(Ylojo- flay 90.1\C IS (Please Circle All That Apply) *Is job ready for inspection: YES/ 40 Rough In Final *Do-you need a Temp Certificate: � NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 14 too - �C' � �y -110--1 pF SOU�y®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 'Q lyc®UNTV,�� December 1, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Anais Fernandez 923C Motor Parkway Hauppauge NY 11778 Re: Knapp, 2260 Peconic Bay Blvd, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Engineer's certification letter stating the panels were installed to the roof per NYS Building Code required Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40780 - Solar Panels SolarGty. January 6, 2017 Town of Southold Building Dept. Town Hall Annex PO Box 1179 Southold NY 11791 Dear Inspector, 1 I am submitting the post installation letters for: 1160 N. Parish Dr. Southold Permit #40772 2260 Great Peconic Bay Blvd, Laurel Permit #40780 1205 Horseshoe Dr. Cutchogue Permit #40921 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, &ins€ GFapone Gina Capone D 631-835-7394 D gcapone@solarcity.com JAN 9 2017 BUILDING DEPT• TOWN OF SOMOLD 923 Motor Parkway,Ste C Hauppauge, NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ RCJ 2.13%711ROC 2454501RCC277"gy CA LIC=eRtMl CO EC8n47 CT nC Of22'79.ESC^:25:05,DC 717G1:8b`CC6CecE$,HC-?9770 MA HIC k;"&572,4AD M4C 124948, NJ NJH'Cnt3`�rHO81EG>GO:,4f801%37.700,CR CB 180498105621-P1102 Pa NICPA077543 Tn TECL27005 WA SOLAa0'9+q01.S61 ARC'905P7 C,2013 SOWCGry Al rrgM:.rssdree; W ACCC)ROOS ® CERTIFICATE OF LIABILITY INSURANCE008/14120N15D� 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 policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 PHONE FAX AIC No CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn•Shannon Scott 415.743.8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A Zurich American Insurance Company 16535 INSURED INSURER B;American Zurich Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A NIA San Mateo,CA 94402 INSURER D. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 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. ILTR TYPE OF INSURANCE fNSD WVD SUER POLICY NUMBER MMIDD/YYYY EFF MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLOO18201600 09/01/2015 09101/2016 EACH OCCURRENCE $ 3,000,000 DAMAGE To CLAIMS-MADE a OCCUR -PREMISES Ea occu ante $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY 1:1JECT [XI LOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER. SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident Deductible $ 100,000 UMBRELLA LIAB H OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WC018201400 0910112015 09/0112016 X STATUTE ER H AND EMPLOYERS'LIABILITY � A YIN WC018201500(MA) 09101!2015 0910112016 ANY PROPRIETOR/PARTNER/EXECUTIVE � N/A E L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descnbe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addihonal Remarks Schedule,may be attached if more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD .q STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,Cao 94402 Registration Number of Insured 49-892777 Work Location ofInsured(Only requiredifcoverageisspedjicaffy Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le., a Wrap-Up or Social Security Number Policy) 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Number of entity listed in bog"Ia" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 911115 to 911/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if nll partners/officers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also no*the above cert&ate holder within 10 days IFapolicy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this CeM f lcate is validfor one year after thisform is approved by the insurance carrier or its licensed agent;or until thepolicy expiration date listed in box 113c';whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Lola Kamimura (Printname of auth�dfl d agent of insurance carrier) /, Approved by: �r r-A`!T— (Date) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier: (415)538-7109 Please Note: Only insurance carriers and their licensed agents are authorized to Issue Form C-105.2. Insurance brokers are NOT authorized to issue it. 4 � STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name and Address of Insured(Use street address lb.Business Telephone Number of Insured only) 650-963-5100 lc.NYS Unemployment Insurance Employer Registration SolarCity Corporation Number of Insured 3055 Clearview Way San Mateo,California 94402 1d.Federal Employer Identification Number of Insured or Social Security Number 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) CIGNA LIFE INSURANCE COMPANY OF NEW YORK Town of Southold 3b.Policy Number of entity listed in box"1a": 54375 Main Road NYD075344 Southold,NY 11971 3c.Policy effective period: 06/01/2016 to 06/01/2017 4. Policy covers: ®a.All of the employer's employees eligible under the New York Disability Benefits Law ❑b. Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability Benefits Insurance coverage as described above Date Signed: May 26,2016 By: (Signature of insurance carner's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 1.866-761-4236 Title: Underwritinq Director IMPORTANT- If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mall it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,New York 12305. PART 2.To be completed by NYS Workers'Compensation Board (Only if box"4b"of Part 1 has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note• Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) � tiv Version#58.7-TBD '�solarCit PIL May 31,2016 RE: CERTIFICATION LETTER Project/Job# 1191274 Project Address: Knapp Residence 2260 Peconic Bay Blvd Laurel, NY 11948 AHJ Southold Town SC Office Long Island Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 120 mph,Exposure Category C -Ground Snow Load = 20 psf -MP1A&MP1C: Roof DL= 13.5 psf, Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP1B: Roof DL= 10.5 psf, Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP2A: Roof DL= 13.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP2B: Roof DL= 13.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP3A: Roof DL= 13.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP3B: Roof DL= 13.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19951 < 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. QF NEVI/ " ECLIPSE 5�p��gR10N 9� Y 9 . ELI PSE Di (tall sl ned by u§hil', Shenoy - l '° _ Location:4211WRversidel ENGINEERING Ine.,P.C. STE 421;Spokane UUP 1 W Contact-Info 509=9 1=7731 ct` Date.°2016.06.0`9 Eclipse Engineering,as a third party, 12:06:54-07'00' y3 has provided a structural-only review of FO X95379 the enclosed project. 10 531c) 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)538-1029 solarc)ty.com Al 05,,CCr AR M-8933.A2 ROC 24377VROC N54_1.r G M66'41.11^4 CO EC00-1.CT Niv C63'?77drLC Oli'w>05,CC DG 23t11_63rdf?t-St3.32.R ECx<lftM Ht CT-247A0.st S:-6352.h+n r>:C St957?! [L-lira!SR MDHiCsp$9:Es.n_:O.NC308,�"N,Z,347Cl1T5237n r2J r:,;r,iC++t:<iriGA tEOLODfSdEfJ.tti3ZirAa-NAf cEAtt-31C?sc0.tv'1Vd_Jl?T 6t72/C2-Cnnt',z813Y-Lk3NIt9 CH EC_�i1G7 C2 C95(}.a48/C.'id2.P.t t^CA..U773a3 R; ACON71AI,w3W,'XitCL2200.4'1 U269$9^$5Cn YAEL'27i !1 27619VA-U05Ei2v`dlA 54LAsC'C1L`pLSCLF°i"4faP3 A!b 429 Grr.CdA-:h-I4es3S�H:409i74C°10 FLknmfiC«Nl.'ncYtxr-dH-T,GD+-Ct1�;4'.^OJ.Sut'gfL S;C:il-rt tva:e.�s„Strr YtC-25t�s3-lri3N YCu2CYn33a JCA.:f:.Er;YC:t7YC.t.!t+nxa9 ET-ca+czar,nt26M1O rtMUM155Wt�Fttt+ln Ung;II?.&scez4Atn,tfYtt>„Rr?4t;4Gb+JCA All l<e�s r�oicl 3Nsc:ert+trFtnvccs Con7,ary.t>_C CA Rnsnae Lend.•.LscensebC+S:�v6 Sc74r:.'NFlnan.,e Co++•sany.:c:9bP.C•rsed fa{Rh�Ds58 Ns•aSG¢a Rznk Commi3�onN to 4rxsE®m :ne:A In Q:faza+v u+w tFcrn,a ruribtt t�t9a22 61D Cenisnnar!,o3n tttrn.a 2'tG7 UV vn>aamont F nan Llr.rn.•it412s!13 Stt2d RI Lk<nsaU Lrntle:r."20b3S03:i.TX fteeiii:rc3 Crmrhtn'30R19C?33 241-00.”+?Ls.5r.L7<tnsc,u&76$ Version#58.7-TBD PIL SolarCity. Q HARDWARE:DESIGN`:ANDASTRUCTURALANALYSIS'RESULTS-SUMMAR-Y,TABLES: - " ' : Landscape '' Hardware-olandscape:ModuleW Standoff Specifications° Hardware,r" X-X Spacing X-X Cantilever: - Y-Y Spacing- Y-Y-Cantilever Configuration.- Uplift DCR, MPiA&MP1C 64" 24" 39" NA Staggered 59.0% 111111111,113 64" 24" 39" NA Staggered 59.0% MP2A 64" 24" 39" NA Staggered 59.0% MP213 64" 24" 39" NA Staggered 59.0% MP3A 64" 24" 39" NA Staggered 59.0% MP36 64" 24" 39" NA Staggered 59.0% Poitrait "` =Hardwafe=Portrait°Mod_ules'-Standoff.SpecWications„ Hardware'. X-X Spacing X-X Cantilever- Y-Y Spacing Y-Y Cantilever Configuration E Uplift DCR , MP1A&MP1C 48" 20" 65" NA Staggered 73.6% MP113 48" 20" 65" NA Staggered 73.6% MP2A 1 48" 20" 65" NA Staggered 73.6% MP2B 48" 20" 65" NA Staggered 73.6% MP3A 48" 20" 65" NA Staggered 73.6% MP313 48" 20" 65" NA Staggered 73.6% 'Structure ?, Mounting'Plane Framing; T - uglification Results Type Spacing Pitch Member Evaluation Results MPiA&MP1C Vaulted Ceiling @ 16 in.O.C. 240 Member Impact Check OK MP113 Stick Frame @ 16 in.O.C. 240 Member Impact Check OK MP2A Vaulted Ceiling @ 16 in.O.C. 240 Member Impact Check OK MP213 Vaulted Ceiling @ 16 in.O.C. 240 Member Impact Check OK MP3A Vaulted Ceiling @ 16 in.O.C. 240 Member Impact Check OK MP3B Vaulted Ceiling @ 16 in.O.C. 240 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 emsting gravity and lateral load carrying members were evaluated In accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY r(650)638-1029 solarcity com N.05b00.fR 64-9:37.A?ROC 2837.1fRCC?.•Sa's0.CA+,SL9 G$9SOd,C4 ECSRCf Cr M(C`.16327761 Lcol-,5x3,oc Jio,,,-'JCr1GSOtECI--?o 555.BEZO t2OZ VT1-501-.2ft E'-IS1'.0.'.226.Ni Ci-24770,ILt'�Cs:2 fdA Y,.G1b857F! EL-ti3btd$ss4lsiC L:x;428l1190»NC3Ci4G1-U,P!'H 03Jd.^.JL2§2sh:,t�J M.:•tiCro'1S'�M4S!b?MOl3kECv.11r2i�.NM£�48-3749x0.hV PSY?i31?P.36472/C3-CYt7Cda9132-C�i74t14-CN EL,S7iai 6RL"tl'C3t498.'C55?>'A lv"C%'Affi.'7543.SU AdCC7dJliFdcg32dT;,T%FECL?lL`«b,U127:64;05501,:A£LE2]OS153277 N Ey-05Rc"fi,V,gSQU,.2C`¢:J9VS4LA.RG'SGS�J A;ksmi F30.atc>:ir?A-A87,Nesesu M2:09TQCq%,e4,Ls.n PCd"w7.FtotkL9nd M-515.58-:0-0G-Q`;SutPptq 0,0,7-4- CA Fin. P0S7-N.CAFinr.-U"JarB LIc,Y 6td4796,SLIfi'CP{'{flryi4•C>7 C4Ri(ns,LLC It 14.Y ed I,'F{the D Iawif I5?.Ert 0,,fW:Yon,,I._Zn4 In bwl.n wrt Del-- rPc?P -I,,Of $U li.D(',(+n;t:iTT«#i"LC9'}LfG?I 2:d1 IN hrstAmani Lafin Llcanse tk1'433i ILti4.P5,RS lt;ansed La^s;iar a?OS,i10311.T%Rer9st<:c�tZ¢tx!tar 1d0E�W�8:,-P0240:,:R L�dsr Licer'sa abibb ISTRUCTURE:ANALYSIS LOADiNG`SUMMARY AND MEMBER CHECK.Y=1 MKA&MPICM i Member Properties Summary MP1A&MP1C Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof stem Pro erties San-1 15.98 ft 'Actuaul) r. 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material= _ Comp Roof = San 3 A 10.88 in. ^2 - = Re-Roof No Span 4 Sx 13.14 in.A3- Plywood 3PI ood Sheathing Yes- San S_ I 47.63 in.^4 , Board Sheathing None Total Rake Span 18.76 ft TL Defl'n Limit 180 Vaulted Ceiling" Yes , PV 1_Start 4:33 ft Wood.S ecies' = SPF . Cellina Finish 1/2"Gypsum Board PV 1 End 17.58 ft Wood Grade #2 Rafter Sloe 240 PV 2 Start Fb 875-psi- Rafter 75 si-Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracin :i Full PV 3 Start` E 1400000psi'' Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 6/12 _ Initial Pitch Ad'ust Non-PV Areas -PV Areas Roof Dead Load DL 13.5 psf x 1.09 14.8 psf 14.8 psf PV Dead Load m PV-DL.;` 3A sf -k-1.09 -3.3 sf ° Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load' LL/S019_: 20.0 psf x 0.7-- x 0.7 14.0 psf 14.0 psf` - Total Load(Governing LC TL 28.8 psf 32.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 r Member Design Summary(per NDS) Governing Load Comb CD CL + CL - - _. CF Cr D+S 1.15 1.00 1 1.00 1.2 1.15 Member Analysis Results Mary GoverningAnalysis = Pre-PV Demand Post-PV Demand : Net Im act Result Gravity Loading Check 1286 psi 1 1 1222 psi 1 0.95 Pass CALCULATION OFVDE5IGN�UVIND,L®ADS_=MP1A_&MP1C Mounting Plane Information_ Roofing Material Comp Roof Roof slope_ _ _. —_ _-- - _._ 240 _....__ Rafter Spacing 77 Framing Type/Direction _ _rA Ta _ _ _ Y-Y Rafters _ _SolarCit SleekMountTII - Zep System Type _ ZS Comp_ Standoff Attachment Hardware 4 Comp—Mount Type C No Wind Design Criteria Wind Design Code _ _ ASCE 7-05 Wind'DesignAMetlioy dw _ �.,_._,_ Fartially/FullyyEnclosed Mettiody„ Basic Wind Speed . V _ Exposure_Category.___ _ 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�._. -_1.0_0 _ Section 6.5.7 Wind Directionality Factor Kd0.85Table 6-4 Importance Factor v I r 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U 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(GCp) Equation 6-22 Wind Pressure Up p„ -23.3 psf Wind Pressure Down 12.0 psf X-Direction Y-Direction. Max Allowable Standoff Spacing_ _ Landscapes _ _ 64" _ 39" Max Allowable_Cantilever _Landscape A a 24"_ NA Standoff Configuration Landsca a sta ered Max Standoff Tributary_Area ,. :_ _,; Trib 17 sfK PV_Assembly_Dead Load _ _ W-PV -_ _._... ._ 3.0 NettWWind Uplift at-Standoff T-actual) - v -3761bs Uplift Capacity of Standoff _ _ �T-allow 637 lbs Standoff Demand/CapacityDCR 59:0% X-Direction Y-Direction- Max Allowable Standoff Spacing Portrait _ _ _ 48" _ 65" Max Allowable.Cantilever _.---- � Portrait 20" �_`_ NA Standoff Configuration yPortrait Staggered Max Standoff Tributary Area _ �_u__ Trib v _ 22 sf PV Assembly Dead Load _ W-PV ._ _ _ _ 3.0 psf NetrvWind_llpliftatStandoff _— v_ a rT-aactual___. _ _- ____� 469�lbs Uplift Capacity of Standoff T-allow 637 lbs T Standoff Demand Ca aci �� DCR y �� 73.6%R�p - 17 �TRUCTUREANALYSIS =LOADING'-SUMMARY-AND MEMBER CHECK v-MP1B "��� _�{_�,�� Member Properties Summary MPiB Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof ro stem Perties S an_i.' . " `15.78:ft .Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof -S an 3 A 10.88 in.^2 Re-Roof No San 4 SX 13.14 in.^3 P ood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Rake Span 18.54 ft TL Defl'n Limit 120 Vaulted Ceilin w No, .`' PTI,Start4.33 ft Wood S ecies`" SPF' ' Ceilin Finish 1/2"Gypsum Board PV i End 17.58 ft Wood Grade #2 Rafter Sloe 240, PV 2 Start - - - - F1, 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracin Full,.-- 'Y PV,3 Start E 1400000 si, Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 6/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.09 11.5 psf 11.5 psf PV Dead Load:. :,` PV-D4` :3.0 d> , x 1.09 -` 3.3 psf Roof Live Load RLL 20.0 pisf x 0.93 18.5 psf Live/Snow Load LL/SL"' 20.O.psf n z 0.7-_J x 0.7 14.0 psf 14.0 psf Total Load(Governing LC TL 1 25.5 psf 28.8 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.91 Ct=1.1,I5=1.0 Member-Design Summa (per NDS Governing-Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 0.36 1.2 1.15 µ Member,Anal sis Results Summary Governin Analysis _' .Pre-PV Demand Post-PV Demand Net Im act Result Gravity Loading Check 1 1131 psi 1067 psi 0.94 Pass CALCULATION OF DESIGN WIND:LOADS==MPB��_-.y:� .��' _ : - • -_____ __«-.. �..�.._.,_:�.. Mounting Plane_ Information Roofing Material Comp.Roof Roof Slope240 Rafter S acini _—_ Framing Type/Directionrc _ _ Y-Y Rafters PV System Type �_� _ _ talarCity SleekMount-fm n Lep System Type ZS Comp�R Standoff Attachment Hardware Comp_Mount Type C Spanning Vents Wind Design Criteria Wind Design Code _ ASCE 7-05 aPartially/Fully EnclosedfMethod Basic Wind Speed V120 mph Fig. 6-1 C Section 6____5.6:3 Exposure Category`. Gable Roof Fig.6 116/ Roof Style C/D-14A/B_ Mean Roof Hei - h 15 ft ht - "'Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor_ K� 1.00 Section•6.5,7 Wind Directionality Factor _ICd 0.85 Table 6-4 e Importance Factor--= - I _ 1,0 Table.6-1-"" _ Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GC Up -0.88 Fig.6-118/C/D-14A/B Ext. Pressure Coefficient Down GC Down " 0.45- _ Fig:-6-11B/C/D-14A/B Design Wind Pressure P p=qh(GCp) Equation 6-22 Wind Pressure U ° 23.3 psf Wind Pressure Down 12.0 psf �Al'LOWABLE STANDOFF SPACINGS _. - _ __.-. _ - X-Direction Y-Direction . Max Allowable Standoff Spacing Landscape 64° 39" Max Allowable Cantilever � .__:_.� Landscape_ -24, ' `__ NA Standoff Configuration Landsca pa Staggered Max,Standoff Tributary Area.,.. _ .w Tribes: PV Assembly,Dead Load W-PV _ 3.0 psf _ w_ Net Wind Uplift at Standoff Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Ca aci— DCR 59:0% X=Direction Y-Direction.>> Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 20" Standoff Configuration Portrait Staggered Max,Standoff Tributary Area_ Tri-b, __._ _ 22 sf PV Assembly_Dead Load _ W-PV 3.0 psf - T=actual 4691bs Net WlndUplift at Standoff _ Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand Ca aci DCR•.- Mountina Plane Information Roofing,M'aterial ''` Comp Roof Roof Slope _ 240 Rafters acin 16"O.C. Framin Type_L Direction Y-Y Rafters _ SofarCity-Sleek_MountT"'_ Zep System Type - -- ------ _ ZS Comp Standoff Attachment Hardware _ Comp Mount Type C Spanning Vents _ _ No --- �— -- Wind Design Criteria Wind Design Code __ ASCE 7-05 Wind Design.Method _ __ �77 artially%Fully Encloseo Method Basic Wind Speed V 120 mph Fig�6-1 Exposure,Category__. _ - _.°, w _ u-. °W_ Section 6.5.6.34 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof,Hei ht h 15 ft Section 6.2.. Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ 0.85 Table 6-3 Topographic Factor Kzc � "1.00 Section 6.5.7 6.5 Wind Directionality Factor Kd _ 0.85 Table 6-4 importance Factor I ` ` 1.0 Table 6-1m`- qh=0.00256(Kz)(Kzt)(Kd)N^2)(I) Velocity Pressure qh 26.6 psf Equation 6-15 Wind Pressure ,. Ext. Pressure Coefficient U GC U -0.88 Fig.6-11B/C/D-14A/B Ext.'.Pressure Coefficient` D"own GCp Down 0.45 Fig.6-11B/C/D=14A/B Design Wind Pressure P p=qh(GCp) Equation 6-22 Wind Pressure Up MUM -23.3 psf Wind Pressure Down 12.0 psf iAL'LOWABLE-STANDOEP SPACINGS _ M- X-Direction Y-Direction Max Allowable Standoff Spacing__ Landscape 64" 39" Max Allowable Cantilever _ Landscape Standoff Configuration Landscape Stagaered Max Standoff TributaryArea Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf _ Net Wind Uplift at Standoffµ -ry µ T-actual v_y -376 lbsr--r� - Uplift Capacity of Standoff T-allow 637 lbs DCR _ _ Standoff Demand Ca aci 59.0% X-Direction Y-Direction Max Allowable Standoff Spacings _ Portrait 48" 65" Maz"Allowable Cantilever _ PortraitNA Standoff Configuration Portrait Staggered Max Standoff TributaryArea Trib 22 sf`- � PV Assembly Dead Load _ _ W-PV 3.0 psf t _ NeWind Uplift at Standoff r T actu6l -469 Ibs.' Uplift Cappg4 of Standoff T-allow 637 lbs Standoff Demand Ca aci DCR.` 73.60%. STRUCTURE ANALYSIS -LOADING SUMMARY AND MEMBER,CHECK-MP2B-- Member Properties Summary MP2B LL Horizontal'Member Spans Rafter Pro erties Overhang 0.24 ft Actual W 1.50" Roof System Proerties San 1' 9.39 ft . Actuaw"= 7.25 Number of Spans(w/o Overhang) 2 San 2 4.92 ft Nominal Yes Roofing Material -Comp Roof San 3 A-' 10.88 in A2 Re-Roof No Span 4 SX 13.14 in.^3 Phniiirood-Sheathin _ ,Yes ._" San S I 47.63.in.^4" Board Sheathing None Total Rake Span 15.93 ft TL Defl'n Limit 180 Vaulted',Ceilin ,, " Yes -'_%PV,1,Start 0.83-ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Sloe 24° _ "PV2 Start Fib" -.875" si `-` Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing Full `PV 3 Start'. I E' 1400000 psi . Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch ;` 6/12- Initial :Pitch Adjust-- 1-Non-PV Areas PV Areas-, Roof Dead Load DL 13.5 psf x 1.09 14.8 psf 14.8 psf PV Dead-Load - "PV-DL - -3.0 Osf �'z 1.09 Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load_ LL/SL1,2,,, 20.0'psf x 0.7 1 x 0.7- Y 14.0,psf 14.0 psf" Total Load(Governing LC TL 28.8 psf 32.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)Pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa (per NDS Governing Load'Comb CD CL + CL - CF. Cr D+S 1.15 1.00 1 1.00 1 1.2 1.15 Member Analysis Results Summary Governing Analysis ' . Pre-PV-Demand Post-PV Demand Net Impact • Result Gravity Loading Check -335 si -319 psi 1 0.95 Pass �CALC�ILATION OFYDESIGN�VUIND LOADS=MP2B � `� �� �"�M' Mounting Plane'Information Roofin Material = Comp Roof Roof Slope rs 240 Rafter Spacing', 1V!O.ff, Framing Type/Direction Y-Y Rafters PV System TYPe V -...� _ _ SolarC-,Sl--kM untT" Zep System TypeZS Comp Standoff rdware Attachment Ha - Comp Mount Type C Spanning Vents No _ Wind Design Criteria Wind Design Code ASCE 7-05 _ Wind"Desi n Method _� Partially/Fully Enclosed Method-.W Basic Wind Speed_ V 120 mph Fig. 6-1 z..�_ F=icposure'Category - _ _ _ _� �� C �� a� _. Section 6.5.6.3; . Roof Style_ Gable Roof _ Fig.6-11B/C/D-14A/B Mean Roof Hei ht` - h 15 ft-r Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _K� 0.85 Table 6-3 77 Topographic FectorrKrtm°e _ 1.00 Section 6:5.7' Wind Directionality Factor Kd 0.85 Table 6-4 1- I ,1-7,s 1.0: _ .Y m_ Importance Factor Table 6-1 -• Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf ,WindPressure Ext. Pressure Coefficient U GC U ) -0.88 Fig.6-i1B/C/D-14A/B Ext. Pressure Coefficient" Down GC (Down) X0.45 . « Fig.ti-1iB/C/D-14A/B Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind Pressure Up P(UP) -23.3 psf Wind Pressure Down, 12.0 psf ALLOWABLE-STANDOFF=SPACINGS X-Direction Y-Direction {` Max Allowable Standoff_Spacing Landscape 64" 39" Max_Allowable�Cantilever _, Candsca e' _24, _' NAS Standoff Configuration Landscape- Staggered Ma__S doff_Tributaryy Area_ _ `Trib�- _u _ - - PV Assembly Dead Load _ W-PV 3.0 psf Net Wind Uplift at Standoff w T-actualf _,,L:376 lbs, Uplift Capac' of Standoff T-allow _ 637 lbs Standoff Demand Ca aci DCR 59.0%, X-Direction Y-Direction Max Allowable Standoff Spacing Portrait _48" _ 65" Max Allowable Cantilever �".Portrait.� _ 20'� Standoff Confi uration Portrait Staggered Max Standoff Tributary Area Trib—� �s _ "22 sP PV Assembly Dead Load r W-PV 3.0 psf Net Wind Uplift at Standoff« T-actual —" -469 Ibs UpliftCapacy of Standoff T-allow 637Ibs Standoff Demand/Capacity DCR , 73.6% _ STRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER CHECK-'MP3A Member Properties Summary MP3A" Horizontal Member Spans Rafter Pro erties. -- Overhang 1.16 ft Actual W 1.50" Roof System Proerties Span'-1` 10.11 ft Actual'D 7.25" Number of S ans w o Overhang) 1 San 2 Nominal Yes Roofing Material-:- Comp,Roof San 3 A 10.88 in.^2 Re-Roof No Span 4 SX 13.14 in.^3 Plywood Sheathid Yes San 5 Ix 47:63 in.^4 Board Sheathing None Total Rake Spa; 12.34 ft TL Defl'n Limit 180 Vaulted Ceiling Yes _- PV 1 Start 1.33 ft Wood Species SPF - Ceiling Finish 1/2"Gypsum Board PV.1 End 11.33 ft Wood Grade #2 Rafter Sloe 4 24° PV 2 Start Fb- ; 875 psi, Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing = Full PV 3 Start E 71400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 6/12- Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.09 14.8 psf 14.8 psf PV Dead Load PV-DL _3.0-"sf ,. x 1.09 ,. - 3.3 p9f Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load 20.0'psf' ' 'z 0.7 f x 0.7 14.0 psf _ "-'14.0 psf Total Load(Governing LC TL 28.8 psf 32.1 pisf 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 Summa (per.NDS Governing Load Comb CD CL + - CL - CF Cr D+S 1.15 1.00 1 1.00 1.2 1.15 Member Analysis-Results Summary Governing Analysis Pre-PV Demand Post-PV Demand I Net Impact Result Gravity Loading Check 510 rsi 1 485 psi 1 0.95 Pass [CALCUUkTION_OF'DESIGN-WIND-LO ADS=MP3A Mounting Plane Information' Roofing Material Comp Roof - Roof Slope _ tl 240 Rafter Spacing 16"O.C. Framing Type/Direction _ Y-Y Rafters PV System Type = SolarCity SleekMountT , Zep System TypeV ZS Comp ._ Com Mount Type C 7 Standoff'Attachment Hard aw re p yp Spanning Vents No _ Wind Design Criteria e Wind Design Code _ ASCE 7-05 Wind Design McMethod wY� Partially%Fully,Enclose_d Method- _- Basic Wind Speed w V_ 120 mph Fig 6-1 Exposure Category Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof He' ht h !-is ft Section 6-5 ^` Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.85 Table 6-3 Wind Directionality Factor Kg 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 26.6 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down .GC Down .0.45- Fig.Cr11B%C/D-14A/B Design Wind Pressure P p=qh(GCp), Equation 6-22 Wind Pressure Up P(UP) -23.3 psf Wind Pressure Down 12.0 psf ALLOWABLE'STANDOFF SPACINGS _ ' :X-Direction Y-Direction Max Allowable Standoff Spacing Landscape64" 39" Max Allowable.Cantdever . Landscape -24 NA Standoff Configuration Landscape Stagaered Max Standoff Tributary_Area�_ Trib = 17 sf PV Assembly_Dead Load W-PV 3.0 psf Net WindLLUplift of Standoffw�� T-actual Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand Ca aci 7DCR 59.0% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait _ _48" 65" Max Allowable Cantilever rr Portrait -_`._. rw,'w. . 20',' _ Standoff Configuration Portrait Staggered NlaxnStaridgff Tributary Area - Trib ` ?2 sf• `- PV Assembly Dead Load_ W-PV 3.0 psf Net Wind`UplifE at Standoff": YAV � 4691bs ° y �T=actual' Uplift Capacity of Standoff T-allow 637 lbs P Standoff Demand Ce aci DCR 73.6°lo i CALCULATION:OF DESIGN-WIND LOADS=MP3B Mounting Plane Information Roofiftd Material Comp Roof Roof Slope24° Raftef-S acin" ,16"O.C.. Framing Types Direction Y-Y Rafters SolarCity�SleekMountT!"! Zep System Type ZS Comp Standoff Attachment Hardware Comp Mount Type-t - Spannmg Vents _ No Wind Desi. n Criteria Wind Design Code _ ASCE 7-05 r Wind Design,Method ' _ _ -Partiggjfflully Enclosed Method' Basic Wind Speed V 120 mph Fig 6-1 Section 6 5M6 3_ Roof Style_ _ _—Gable Roof Fig.6-iiB/C/D-14A/B Mean hoofHei- ht h = 15 ft = Section 6.2; Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 _ Table 6-3 Topographic"Factor �'KA a X1.00 Section 6.5.7_ _Wind Directionality Factor _ Kd _ 0.85 Table 6-4 Im ortanceFactor - I � i.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp Down `_0:45 , Fig.6-1113/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up P -23.3 psf Wind Pressure Down 12.0 psf ;ALLOWABLE=STANDOFF SPACINGS - i X-Direction Y-Direction Max Allowable Standoff Spacing Landscape_ 64" 39" Max Allowable Cantilever Landscape. _� _ 24"_ - _NA Standoff Configuration Landsca a Staggered Max Standoff-Tributary Area _ _ _ Trib _ ._ 17 sf PV Assembly Dead Load a. �M W-PV � . 3.0 psf _ Net Wind Uplift at Standoff- _a T=tual -376 lbs Uplift StaCapacity of Standoff T-allow 637 lbs _ndoff Demand Ca aci4 - " DCR X-Direction Y-Direction Max Allowable Standoff_Spacing Portrait _ _ 48" 65" Max Allowable Cantilev_er__ '� Portrait g - X20" ` _ -` NA_;` Standoff Configuration Portrait Staggered Max Standoff TributaryArea -Trib a _m 22 PV Assembly Dead Load_ W-PV �3.0 psf _ Nit.Wind Uplift-atyStandoff _' _- " °T-acdual - Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand Ca aci -DCR' '73:6%: = ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTER11ED VIA A CO`f PLLY V",11 I I-I ALL CODES OF AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. NEW YORK STATE & TOWN CODES BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. N IO T ED AS REQUIRED AND CONC CONCRETE 3. A NATION ALLY—RECOGNI ZED TESTING PPR IV��ED s'AS �; CONDITIONS OF DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. DATE: B.P.it 1% 2_ (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING d� $� T n rnlhint tat an "a��a EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FEE: `��® BY: ZEL BOARD FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE NOTIFY BUILDING DEPARTMENT AT GALV GALVANIZED HAZARDS PER ART. 690.17. 8 AM TO 4 PM FOR THE GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE FOLLOWING FOLLOWING INSPECTIONS: GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 1. FOUNDATION - TWO REQUIRED RETAIN STORM WATER RUNOFF HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. FOR POURED CONCRETE I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL PURSUANT TO CHAPTER 236 Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 2. ROUGH - FRAMING & PLUMBING ELECT11MCAL OF THE TOWN CODE. Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 3. INSULATION .,l kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 4. FINAL - CONSTRUCTION MUST ��° ' C � '' I R ED kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC BE COMPLETE FOR C.O. , LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). ALL CONSTRUCTION SHALL MEET THE SYmdural Only MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN REQUIREMENTS OF THE CODES OF NEW (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY YORK STATE. NOT RESPONSIBLE FOR pF NEyi Y NEUT NEUTRAL UL LISTING. DESIGN OR CWSTRyCTION E RO O NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE Digitally-signedy-Bush I �/ cooP\,gRION S 9� OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE Shenoy i �� E C L I P S E PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING Location. 421 1j�/�Rlve side, ENGINEERING Inc.,P.C. POI POINT OF INTERCONNECTION HARDWARE. � C A °; PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE STE 421;Spokan , WAS n _ Contact Info:;569- 27 7 31 Eclipse Engineering,as a third party, SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. I - S STAINLESS STEEL Date: 2016.06.0 has provided a structural-only review of Fp 095319 STC STANDARD TESTING CONDITIONS 12:06:47-07'00'. - the enclosed project. AROFES Sk(0) 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 7PV2SITE COVER SHEET PLAN STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached �( 1. ALL WORK SHALL COMPLY WITH THE 2010 r N g R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. �. fir' 'w,• � �®@ ( 90 MODULE GROUNDING METHOD: ZEP SOLAR + N t =- REV BY � T COMMENTS AHJ: Southold Town REV A NAME DATE COMMENTS UTILITY: PSE&G-Long Island (Public Service Electric & Gas Co.)CONFIDENTI • • • • • - - '� PREMISE OWNER DESCRIPTION: DESIGN: CONTAINED ASHALL NOT BERUUSED FOR TTHE JOB NUMBER: JB-1191274 00 KATHLEEN KNAPP Kathleen Knapp RESIDENCE Jack Faulkner BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYS1Eld: �O SO�arCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2260 PECONIC BAY BLVD 7.02 KW PV ARRAY ►�, PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: LAUREL NY 11948 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 ClearWew Way THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 PACE NAME SHEET: REV. DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-6000-OUTD-US-Z-A COVER SHEET PV 1 5/31/2016 (888)-SOL-CITY(765-2489)www.solarcitycom PITCH: 24 ARRAY PITCH:24 MP1 AZIMUTH:328 ARRAY AZIMUTH:328 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 24 ARRAY PITCH:24 MP2 AZIMUTH:148 ARRAY AZIMUTH: 148 AC C B A MATERIAL:Comp Shingle STORY: 1 Story Inv © STR E STRVE PITCH: 24 ARRAY PITCH:24 MP3 AZIMUTH:148 ARRAY AZIMUTH: 148 OMATERIAL:Comp Shingle STORY- 1 Story OldI VTdW I DT W I I 9 I I � TRU TUR �`c�I ® a ® I ® M LEGEND I 0 MP2B Front Of House Q (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS FAC 1 AC DISCONNECT & WARNING LABELS Q DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS xx LG LOAD CENTER & WARNING LABELS MP 313 O DEDICATED PV SYSTEM METER --97-173fi STANDOFF Sftctural only O CONDUIT RUNONLOCATIONS (D e ®®o CONDUIT RUN ON INTERIOR ��QF NEly 1, GATE/FENCE �Q• PRION S Oq� O HEAT PRODUCING VENTS ARE RED CO F CTURE INTERIOR EQUIPMENT IS DASHED GE CIO SITE PLAN _ w 0 Scale: 1/8" = 1' �OA9�ESSlON01' 8' 16' F JB-1 191274 0 0 PREMISE ONNER DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \�\ta � CONTAINED SHALL NOT BE USED FOR THE KATHLEEN KNAPP Kathleen Knapp RESIDENCE Jack Faulkner -- So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �J NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2260 PECONIC BAY BLVD 7.02 KW PV ARRAY i PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: LAUREL NY 11948 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18PAGE NAME g{�; RM ppm San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-6000—OUTD—US—Z—A SITE PLAN PV 2 5/31/2016 (888)—SOL—CITY(765-2489)www.solarcitycom S1 S1 1' 16' 15'-9" op (E) LBW 1'- (E) LBW C SIDE VIEW OF MP1C NTS B SIDE VIEW OF MP1B NTS - MPJC X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" PORTRAIT 48" 20" RAFTER 2X8 @ 16"OC ROOF AZI 328 PITCH 24 ARRAY AZI 328 PITCH 24 STORIES: 1 RAFTER 2X8 @ 16"OC ROOF AZI 328 PITCH 24 ARRAY AZI 328 PITCH 24 STORIES: 1 Comp Shingle C.J. 2x8 @16"OC Comp Shingle S1 S1 1' 16 g uct ural Only 14'-5„ (E) LBW of NEW Y (E) LBW SIDE VIEW OF MP1A NTS CO RIONs�q�. SIDE VIEW OF MP2A NTS MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES = w n MP2A X SPACING X CANTILEVER Y SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED 2 = LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" 095379 �,�� PORTRAIT 48" 20" RAFTER 2X8 @ 16"OC ROOF AZI 328 PITCH 24 STORIES: 1 A,90F NAS' 16"OC ROOF AZI 148 PITCH 24 ARRAY AZI 328 PITCH 24 ESSIO RAFTER 2X8 @ ARRAY AZI 148 PITCH 24 STORIES: 1 Comp Shingle Comp Shingle J B-1191274 �� PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN ,IW NUMBER \��la ■ CONTAINED SHALL NOT BE USED FOR THE KATHLEEN KNAPP Kathleen Knapp RESIDENCE Jack Faulkner °SolarC�ty. NO SHALL IEFIT OF T BENDISCLOSEDT SOLARCITY N WHOLE ORCIN Com SYSTEM: 2260 PECONIC BAY BLVD 7.02 KW PV ARRAY 'o�� PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C LAUREL ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , NY 11948 3055 CIearvfew Way , THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 PA( NAME SHEET REV; DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 R(650)638-1029 PERMISSION OF SOLARCITY INC. ABB PVI-6000-OUTD-US-Z-A STRUCTURAL VIEWS PV 3 5/31/2016 (888)—SOL—CITY(765-2489)www.solarcitycom S1 S1 (E) LBW (E) LBW 4„ 9'-6" '-11" (E) LBW (E) LBW (D(3SIDE VIEW OF MP3B NTS E SIDE VIEW OF MP2B NTS MP313 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24'= STAGGERED MP213 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 20" LANDSCAPE 64" 24" STAGGERED ROOF AZI 148 PITCH 24 PORTRAIT 48" 20" RAFTER 2X8 @ 16"OC ARRAY AZI 148 PITCH 24 STORIES: 1 RAFTER 2X8 @ 16" OC ROOF AZI 148 PITCH 24 ARRAY AZI 148 PITCH 24 STORIES: 1 Comp Shingle Comp Shingle PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK HOLE , ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 4" ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (E) LBW (4) PLACE MOUNT. Sftctural only (1) SIDE VIEW OF MP3A NTS of NEIN (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH F �� Y� 5/16 DIA STAINLESS (5) SEALING WASHER. Co 10 INV S 9� STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP3A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES * �1� y� * WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED cc Z (2-1/2" EMBED, MIN) PORTRAIT 48" 20" _ (E) RAFTER ROOF AZI 148 PITCH 24 — RAFTER 2X8 @ 16 OC ARRAY AZI 148 PITCH 24 STORIES: 1 2�,� STAN DOFF Comp Shingle 095379 9�FESSIONA CONFIDENTIAL— THE INFORMATION HEREIN ,IoB NUMBER JB-1191274 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: \'t, CONTAINED SHALL NOT BE USED FOR THE KATHLEEN KNAPP -���� Kathleen Knapp RESIDENCE Jack Faulkner o;` olar _ ity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTQA: �'�+ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 2260 PECONIC BAY BLVD 7.02 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLFsP LAURELNY 11948 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES- 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET; REV: DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PERMISSION OF SOLARCITY INC. ABB PVI-6000—OUTD—US—Z—A STRUCTURAL VIEWS / / T:650 638-1028 F.(650)638-1029 P V 4 5 31 2016 (888)—SOL—CITY(765-2489)www.sdardtycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO N GROUND ROD Panel Number.NoLabel Inv 1: DC Ungrounded - 7 TRINA SOLAR TSM-260PDO5.18 ( ) # ( ) INV 1 -(1)ABB # PVl-6000-OUTD-US-Z-A LABEL: A � ) AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:237 06821 Tie-In: Load Side Tap FCI Inverter, Zigbee 6000W, 240V, 96.5% PV Module; OW, 236.9W PTC, 4OMM, Black Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! SolarCity E 20OA/2P MAIN CIRCUIT BREAKER BRYANT CUTLER-HAMMER Inverter 1 IND 4 A i Load Center Vstart= 200V ZOOA/2P 6 Disconnect 5 - ABB Dc+ - 13 PVI-6000-OUTD-US-Z-A Dc MP 2/3: 1x11 A LI 35A/2P C -- __ ___ -- - EGC------------- B /I� L2 DC+ 91C+ Vstart=200V N DG I 3 c- (E) LOADS r , f c r- ---- GND --------------- - GEC/ ---TDDG G N MP 1: 2X8 �. I I a 1 • GND EGC--- --------- GC ' L 1 i (1)Conduit Kit; 3/4° EMT N ' I I EGCIGEC - O --- Z Z --- GEC --� TO 120/240V ' SINGLE PHASE UTILITY SERVICE I I I I EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP OTT (1)Gro qd Rai R (1)BRYANT#BR24L70RP A (1)SolarCitYY pp 4 STRING JUNCTION BOX l 5r8 x 8, C per �+ Load Center, 70A, 120/24OV,NEMA 3R AC 2x2 STRINGS, UNFUSED, GROUNDED DC -(2)ILSCO IPC 4�0-#6 -(1)CUTLER-HAMMg2 #BR235 Insula ion Piercing Connector, Main 4/0-4, Tap 6-14 Breaker, 35A 2P, 2 Spaces ST LOAD SIDE TAP. DISCONNECTING MEANS SHALL BE PER NEC. C (1)CUTLER-HAMMER#DG222UR8 Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R -(1)CUILER-HAMMER DG1o0NB Ground/Neutral It; 60-100A, General Duty(OG) (1)AWG#6, THWN-2, Black 1 AWG#8, THWN-2, Black --'-"AWG 110, THWN-2,Black Voc* =344.72 VDC Isc =18 ADC2 AWG#10, PV Wire, 60OV, Black Voc* =473.99VDC Isc=9 ADC © (1)AWG 16, THWN-2, Red O L^`L (1)AWG#8, THWN-2, Red F(t Q (1)AWG#10, THWN-2, Red Vmp =244.8 VDC Imp=17 ADC OLJ (1)AWG#6, Solid Bare Copper EGC Vmp =336.6 VDC Imp=8.5 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC L (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC (1)AWG#10, THHN/THWN-2, Green EGC -(1)AWG #6,_Solid Bare Copper GEC -(1)Conduit Kit 3/4'EMT -(1)AWG#8, THWN-2, Green EGC/GEC-(1)Conduit.Kit;,3/4°EMT (1)AWG#10, THWN-2, Black Voc* =473.99VDC Isc=9 ADC (4)AWG#10, PV Wire, 600V, Black Voc* =344.72VDC Isc=9 ADC ® (1)AWG/10, THWN-2, Red Vmp =336.6 VDC Imp=8.5 ADC O 0)AWG#6, Solid Bare Copper EGC Vmp =244.8 VDC Imp=8.5 ADC (1)AWG 110, 1HHN/711WN-2, Green EGC JB-1191274 0 Pte" °WNQt` oESCRIPnoN: DESIGN: OW TIAL-THE INFORMATION HEREIN JOB NUMBER. �,solarCity.ED SHALL NOT BE USED FOR THE KATHLEEN KNAPP Kathleen Knapp RESIDENCE Jack FaulknerOF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: LL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 2260 PECONIC BAY BLVD 7.02 KW PV ARRAY OTHERS OUTSIDE THE RECIPIENTS MODULES: LAUREL NY 11948 ATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way E AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-260PD05.18 PACE NAME- SHEET REV: DATE San Mateo,CA 94402 Y EQUIPMENT, WITHOUT THE WRITTEN ��TER T:(650)638-1028 F:(650)638-1029 ION OF SOLARCITY INC. ABB PVI-6000-OUTD-US-Z-A THREE LINE DIAGRAM PV 5 5/31/2016 (ese)-sa-clTY(7s5-2489)rwx.solarcitycom Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE Label WARNING WARNING ' Code:Per Code: Per Code: Per NEC 690.31.G.3 ELECTRIC SHOCK HAZARDNEC ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS ' 1 THE DC CONDUCTORS OF THIS 690.35(F) LabelTERMINALS ON BOTH LINEAND PHOTOVOLTAIC SYSTEM ARE • BE USED WHEN LOAD SIDES MAY BE ENERGIZED UNGROUNDED ANDINVERTERIS PHOTOVOLTAIC DC IN THE OPEN POSITION MAY BE ENERGIZED - •'' UNGROUNDED NEC DISCONNECT .•1 LabelLabel Location: " on: PHOTOVOLTAIC POINT OF • MAXIMUM POWERINTERCONNECTION Code: A D bVARNING: ELECTRIC SHOCK POINT CURRENT(Imp) Per - 690.17.4; 690-54 MAXIMUM POWER- HAZARD. DO NOT TOUCH POINT VOLTAGE(Vmp)_VNEC 690.53 TERMINALS.TERMINALS ON MAXINIUM SYSTEM BOTH THE LINEAND LOAD SIDE VOLTAGE(Voc)_V MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION.FOR SERVICE CURRENT(Isc)_A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC V LabelOPERATING VOLTAGE - WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED ..-I Location: CONDUCTORS MAY BE CAUTION • UNGROUNDED AND ENERGIZED DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label Location: WARNING ELECTRICAL SHOCK.HAZARD _ DO NOT TOUCH TERMINALS 690.17(4) CAUTION ' • TERMINALS ON BOTH LINEANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4•1 • : IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT Label • • CONNECTION NEC 690.64.13.7 PHOTOVOLTAIC AC • DO NOT RELOCATEDisconnect DISCONNECTPer Code: THIS ODEVICERRENT (C): Conduit NEC .•1Combiner :. (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label (AC)(PO I) (LC): Load Center CURRENTPer Code: AC OPERATING VOLTAGE VNEC 690.54 P• Point of Interconnection • 1'' 1 a' 1 1 1 1 1' 3055 Clearview :a r 1 WNW 441 ' 1 1 M•q 1' / Label r •r 1 •1 ' 1 •, r a (888)-SOL-CrrY(765-2489)www solaraty.com 1 •'1 1 a 1 a 'a' 1 1 1 •' 14' ® Next-Level PV Mounting Technology -''SOIarCit Z Solar Next-Level PV Mounting Technology �'�SolarCity ZepSolar 9 9Y Y p Components . Zep Systemfor composition shingle roofs Up roof pr : Leveling Foot -� Ground Zep I"terl°ok (xcr svlosMvmt Part No.850-1172 Leveling foot - ETL fisted to UL 467 • _=�� 1. Zep Compatible PV Module - Zepamorc� Raaf Attachment - L -- Arroy it �" - Comp Mount Part No.850.1382 ar, Listed to UL 2582 Mounting Block Listed to UL 2703 -3# �oMPAT� -••- Description OEM PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules °pNPat�� Auto bonding UL-listed hardware creates structural and electrical bond ^' 4 • 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 usrEo 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 SUE] • 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 Zap Solar or about its products or services Zap 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 Specificetions are subject to change without notice Patents and Apps zspats cem responsible for verifying the suitability of ZapSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats com Document#800-1890-001 Rev A Dale last exported November 13,2015 2 23 PM Document#800-1890-001 RevA Date last exported November 13,2015 2 23 PM Additional highlights- Solar — RS-485 communication interface �. (for connection to laptop or data ' logger) — Integrated Arc Fault Detection and ,,, •", • • Interruption(-A Version). to 6kW ,u t, I --;. } i,. Technical data and types ' Type code PVI-5000-OUTD-US PVI-6000-OUTD-US k Input side I Nominal output power 5000W 6000W Maximum output power 5000W 6000W Rated grid AC voltage 208V 240V 277V 208V 240V 277V I Input side(DC) Number of independent MPPT channels 2 Maximum usable power for each channel 4000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj 120-350) Full power MPPT voltage range 200-530V Operating MPPT voltage range 0 7 x Vstart-580V J Maximum current(ldcmax)for both MPPT in parallel 36A Maximum usable current per channel 22A Number of wire landing terminals per channel 2 Pairs J Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 I Output side(AC) I Grid connection type 10/2W Split-0/3W 10/2W 10/2W Split-0/3W 10/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221V-264V 244V-304V 183V-228V 211V-264V 244V-304V Grid frequency 60Hz Adjustable grid frequency range 57-60 5Hz Maximum current(I...)A,ii 27An, 23Aa, 20Aa_ 30An, 28Aa� 24An, Designed for residential and small The wide input voltage range Highlights: Power factor >0 995 9 Total harmonic distortion at rated power <2% makes the inverter suitable to low commercial PV installations,this — Single phase and split phase output Contributory fault current' 3625 APk/ 36 5 Apk/ 31 75 A / 362 5 Aok/ 36 5 A,k1 31 75 Aok/ inverter fills a specific niche in the power installations with reduced grid connection 25.63A:a 25 81,Q, 22 45A�a 25 63Aa„a 25 81<i, 22.45Aaus strip SR e. Grid wiring termination type Terminal block,pressure clamp,AWG14-AWG4 _ ABB product line to cater for those g — Wide Input range for increased I Input d installations producing between The transformerless operation offers stringing flexibility. Reverse polarity protection Yes 5kW and 20kW. high performance efficiencies of up to _ The high speed and precise MPPT Over-voltage protection type Varistor,2 for each channel 971%. PV array ground fault detection Pre start-upRiso and Dynamic GFDI(requires floatingarrays) algorithm offers real time power Output Free remote monitoring capability Anti-islandin protection Meets UL 1741/IEEE1547 requirements Meets UL 1741/IEEE1547 requirements This inverter includes dual input tracking and Improved energy g p q 9 section to process two strings with available with every installation.This harvesting. Over-voltage protect 0n type Varistor,2(L,-L2/L,-G) Varistor,2(L,-L2/L,-G) independent MPPT. enables homeowners to view their — Outdoor NEMA 4X rated enclosure Maximum AC OCPD Rating 35A 3oA 25A 4oA 35A 3oA p I Efficiency 1 The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 971% algorithm offers real-time power a proactive and economic way of environmental conditions. CEC efficiency 96% 965% 965% 96% 965% 965% trackingand energy harvesting maintaining and troubleshooting the _ Integrated DC disconnect switch User interface Graphic display Graphic display gy g system. (Operating performance ' Flat efficiency curves ensure high y in compliance with international Stand-by consumption <eWe„ <ElWn„s efficiency at all output levels ensuring Standards(-S Version) Night time consumption <0 6w,,,� <0 6W.— I Communication consistent and stable performance User-interface 16 characters x 2 lines LCD display across the entire input voltage and Remote monitoring(1XRS485 incl.) VSN700 Data Logger(opt) output power range. wired local monitoring(1xRS485 incl.) PVI-USB-RS485_232(opt) (Environmental _ This outdoor inverter has been Ambient air operating temperature range r -13°F to+140°F(-25°C to+60°C) -13°F to+140°F(-25°C to+60°C)with designed as a completely sealed unit to derating above 122°F(50°C) withstand the harshest environmental Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) -40°F to+176°F(-40°C to+80°C) Relative humidity 0-100%RH condensing 0-100%RH condensing conditions. „ Acoustic noise emission level <50 db(A)@1m <50 db(A)@1m Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and productivity 2 Inverter can apply that much current-Breaker will open for abetter worldT" �� 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD THE Trin-amount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC unit:mm Peak Power Watts-P(Wp) I_ 250 I 255 I 260 J 265 3 941 t Power Output Tolerance-P—(%) -_ 0 +3 T oun y1■■■■� o Maximum Power Voltage-VMP(V) 30,3 30 5 30 6 308 Rox _Maximum Power Current-IMPP(A) 8 27 ' 8 37 ' 8.50 861 _ N�mErurE u, Open Circuit Voltage-Voc(V) I 38'0 ] 38 1 _ I 382 38 3 Short QrcuIt Current-,Isc(A) .8 79` 8 88 .i 9 00 910 _ wsuuwcxou: ..r. _ MODULE 8 Module Efficiency q.,(%J 15 3 l 15 15 9 16 2 STC Irradiance 1000 W/m2,Cell Temperalure 25°C,Air Mass AMl 5 accorr ding to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/m2 according to EN 60904-1 ' o 0 ELECTRICAL DATA®NOCT 6 0 CELL Maximum Power Volta e-VWp) _ J - 186 -�- ` 190_- _ JI _-- 193 _I 197_ ! - I Maximum Power Voltage-VmP(V)' � 28 0 2B 1 28 3 � 284 i _��__,._�._,...,,.._.,-- I Maximum Power Current-lmPP(A) 6 65 6 74 6 84 6 93 _ _ _ --- -L. I_ _ I MULTICRYSTALLINEMQDULE 60x34ROUNDMGHOtE A A y O en Circuit Voltage(V)-Voc(VJ 35 2 35 3 35 4 35 5 PD05.18 oRnwNotF } P — a WITH TRINAMOUNT FRAME Short Circuit Current(A)-Isc(A) f 710 717 I 727 I 735 NOCT Irradiance at 800 w/m2,Ambient Temperature 20°C,Wind Speed I m/s 250-265W 812 ,BD Back View � MECHANICAL DATA POWER OUTPUT RANGE solar cells IMulticrystalhne156x156-Trim(6inches) Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution Module dimen9ians 1650 x 992 x 40 mm(64 95 x 39 05 x 1 57 Inches) F 16.2 Y - °: : :" = :::: ::_ _ --�,f (Weight 19 6 kg 143.12 lbs) 9 Q Glass 13 2 mm(0 13 inches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY j Backsheet I_ 1 White - _ A-A -•Frame f Black Anodized Aluminium Alloy i .I t Good aesthetics for residential applications I �__ _ t J-Box IP 65 or IP 67 rated ! Cables I Photovoltaic Technology cable 4 0 mm'(0 006 inches'), Al 317o, `,f - + 1200 mm(47 2 inches) POSITIVE POWER TOLERANCE toxo I-V CURVES OF PV MODULE(260W) }Connector _ _ - _I H4 Amphenol - _. - yAo s000w m= Pore Type ,-UL 1703 Type 2 for Solar City Highly reliable due to stringent quality control a� j • Over 30 in-house tests(UV,TC,HE and many more) 700 As a leading global manufacturer • In-house testing goes well beyond certification requirements 800 4°own2 TEMPERATURE RATINGS MAXIMUM RATINGS ! of next generation photovoltaic • PID resistant v 400 Nominal Operating Cell Operational Temperature -40-+85°C products,we believe close Temperature(NOCT) (aa�c(±2^c) _ I __ cooperation with our partners aoo __. _ - _-_- .._I- Maximum System 1000V DC(IEC) j i Zoo w/' Temperature Coefficient of P— ,-0 41%/°C Voltage - 1000V DC(UL) Is critical to success. With local 1 _ __a-- presence _ t Temperature Coefficient of presence around the globe,Trina Is ( `' VA °0°0 4 zo so 4o so I Temperature Coefficient"of Iso OS%C Max Series Fuse Rating 115A l able to provide exceptional service to-each customer In each market r Certified to withstand challenging environmental i and supplement our innovative, ®j conditions reliable products with the backing ; • 2400 Pa wind load ( of Trina as a strong,bankable i • 5400 Pa snow load WARRANTY {4 partner. We are committed ) CERTIFICATION 10 year Product Workmanship Warranty to building strategic,mutually ; ( - beneficial collaboration with 25 year Linear Power Warranty= SP —_ Installers,developers,distributors I c 9L e& (Please refer to product warranty for details) O ai I and other partners as the ` • U5 0 backbone of our shared success In ! driving Smart Energy Together I LINEAR PERFORMANCE WARRANTY 4 6� ® � PACKAGING CONFIGURATION o 444 I" '10 Yedk Product Warranty-25 Year Linear Power Warranty 1 comPw.m Modules per box 26 pieces w Trina Solar limited ( - - - -- [Modules per 40'container'728 pieces `�J wwwtrinasoicir.com ( i mloq% I i Addrt(ogal L i 0 90% _ _ _ e,ra�rrfno solar.,frnegr WQrfQ/f/Y CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT ooMP4Tim Cd 2015 Trina1, na Solar Limited All rights reserved Specifications included in this datasheet are subject to Ha Trinasolar i Bo% Trinasolar change without notice Smart Energy TogetherSmart Energy Together c re Years 5 " 10 15 20 - ___25 OMPP { t_���� �■Tnna standard tnd.,lystandard .l i