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S4EF04' Town of Southold 1/9/2017 y P.O.Box 1179 a C, 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38771 Date: 1/9/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1205 Horseshoe Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-4-18.31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2016 pursuant to which Building Permit No. 40921 dated 8/11/2016 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 Ireland,Timothy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40921 10/20/2016 PLUMBERS CERTIFICATION DATED Authorized Sigdature ��SVFEn�,r�gTOWN OF SOUTHOLD a BUILDING DEPARTMENT 10 TOWN CLERKS OFFICE o� 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#: 40921 Date: 8/18/2016 Permission is hereby granted to: Ireland, Timothy 1205 Horseshoe Dr PO BOX 55 Cutchogue, NY 11935 To: installation of roof-mounted solar panels as applied for. At premises located at: 1205 Horseshoe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 95.-4-18.31 Pursuant to application dated 8/11/2016 and approved by the Building Inspector. To expire on 2/17/2018. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector 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 Date. 8 New Construction: Old or Pre-existing Building: check one) Location of Property: 1 1191.15 House No. f Street Hamlet Owner or Owners of Property:� �Y'�1 Suffolk County Tax Map No 1000, Section 95- Block 4 Lot , Subdivision ( � Filed Map. Lot: Permit No. `(d q ( Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Rim Ap Oi gnatur Version#63.5 I � ' PIL ZD, *SO a C t Project/Job# 1191335 RE: Installation Approval Letter ��p� NFIy Y Project: Ireland ResidenceRIO 50— ECLIPSE � N1205 Horseshoe Dr , � �. Cutchogue, NY 11935 F ENGINEERINGInc.,P.C. * � �. ti Date of Review 11/1/2016 = A Cr Permit# 40921 Eclipse Engineering,as a third party, ^ t Date of Install 10/8/2016 has provided a structural-only review of F 0 9 @� AHJ Southold Town the enclosed project. Digit liy signed by.Su" �ARo 9537 NA�� SC Office Long Island L. noy� ; ESSM Location 421 VI�R1ve�,,rside, STE.42'1',Spokane;WAJ Contact Info 50- 477 31 Concern Dale zo-0 '0 o1 To Whom It May T 135111-0700_ 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 NY State. 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 [ECIE5W[E D JAN 9 2017 ENDING DEPT. TOWN OF SOUTHOLD 3055 Ciearvie,,v Way San Mateo,CA 94402 T(650)638-1028 (88 8)SOL-CITY F(650)638-1029 solarcity.com It.n55r i2 AXN-6'137 AZ RCC?43771'X01245-511 CA CS1.686d::l CO ECEIV CT WC.L G�2,761ULC 1n1253V5 CC 417;1 sG!C^ U;ECC^!?:S5 DE:`l.`t_f sJ/ii-x,032-ECT3p1,16721 ri1 CT-20_1J 161 tv-?)J2 MA NIC TC5672r EL 1136bt4 hu t,TC 12R i4 E.'i1105 NC 3rr?0T{J;J1 :el1731TCrJ 6 •114 EEC$-37r5^J 7N 411' '2n351721C2 0-'T31 y8/R2 C`)7' 711-.IliU 4'70T 09 CF3 r,61'>A'CF61 PA NICPA071343 Fr ACC1)41W/R(c,,383:S TX7EUL1—n-UTA%21^50X50+`A ELF IIG61_,VF'I Ell %'.'A 1A6C•9S'01;SO::,Yi•:05VT.A(temf 4W G ..-4yJ6 lf.as`,H21097PDEOCI ALtnnr,McU41 Pn.lnand af-115614-d0-r.1i-7rJ Sus`1rr 521157-11 eV>ePcheslrr lvr_2i F:rG-!'1'.`, ryah-iS3PG UCA 611I'C•'."C ttyn E'Clrilur a1:G10 n+1f.43a-T5L SVa'��4.4"1� t lr++IfY,�nr�n.I rr�.�4 Pi�.w:Ci;GeS-OCf AJf waRs}vondtd twsolart'Itr Fr lSn<«(bnlpnny LLC 'i.,R.une Lendrr.Li4arc:e;G.:4746 W-,(,rvFrnrn,; C—r rry _nd-.Ili-mea nvmbnr r)W^22_MD C.n.a,-n+ !_i ,1,<'n T 2247 ."✓ In.hIll-11,1.-11-1,It 1M23,ILV-24-1 Lrcen:ad L rdtr 4213153103-TAn-w'e,a—C:.+teller:]CCK' +l45-212-%'V7L-dl L K.`nfO 467&61 pF SO�jy®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 a® roper.riche rtltown.southoId.ny.us COW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Ireland Address: 1205 Horseshoe Drive City: Cutchogue St- New York Zip: 11935 Building Permit#: 40921 Section: 95 Block: 4 Lot: 18.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 5133-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7.95 KW Roof Mounted Photovoltaic System to Include 30 - TSM 265 Panels, 1- Fronius - Primo 7.6 Inverter Notes Inspector Signature: - Date: October 20, 2016 0-81-Cert Electrical Compliance Form As hO��OF SOUTyo`o gum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ' Y5, 7��f DATE l l� INSPECTO � FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H ------------------------------------ C FOUNDATION (2ND) �O ROUGH FRAMING& t� H PLUMBING r INSULATION PER N.Y. r�-7 STATE ENERGY CODE c FINAL ADDITIONAL COMMENTS ao - Jx .Fo rn 3 H °z H x d LTJ b H TOWN OF50UT-HOLD 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 q Survey SoutholdTown.NorthFork.net PERMIT NO. d / 2 - Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 ® Single&Separate Storm-Water Assessment Form AUG 11 2016 0 Contaet: Approved ,20 Mail to: SolarCity-Anais Fernandez Disapproved a/c BUMDING DEPT- 923C Motor Parkway Hauppauge,NY 11778 OF SOI7'THOLD Phone: 631-355-5125 Expiration 2 ,20 / J J Building Inspector APPLICATION FOR BUILDING PERMIT Date5-� , 201(a 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 months. 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 inspectio (Sinature of applic are,if a corporation) 923C to Parkway 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 p g n 1-r- `r nd (As on the tax roll 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 License No. 51331-NM Other Trade's License No. y 1. Location of land on whic proposel work will be done;, 5 , M5 House Number Streetu mlet County Tax Map No. 1000 Section 95- Block Lot 3 ) Subdivision Filed Map No. Lot a 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 I I� a �f Vy a `'y a �, s r: i (To be paid on filing this application) 5. If dwelling, number of dwelling units """I ; ;,; Number:of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy,''specify-natui6'and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 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 remises 9iM IrcA '� Address 146 (J66NC, Phone No. C 3L 1y�® S Name of Architect U5V)% Qlfl Address M-55 Cl-cervieW�WPhone No(n r5� �A—10113 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 V0' * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OF"Sk, ri�— �1n y,�° �� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor/Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have erfor d to make and file this application; that all statements contained in this application are true to he be �� $ d heli f; and that the work will be performed in the manner set forth in the application filed t l?.11;IPIIBLIC,STATE Of NE1�J YORK Registration No.91216128779 Sworn before me t C ,,jqQuali , in,octk County fres October 9,20� day of 20 _ N ublic I Signture tr plicant Tows Hall Annex J�[ Telephone(631)765-1802 54375.Maui Road (631)765- 5 P.O.Box 1179 G, Q roger.dcherttc O`wn.south�o15.ny.us Southold,NY 11971-0959 �' vitlr{is `�•'' BUHMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information)- *Name: rim yf'1Q1/ A *Address: 90 C G 5 *Cross Street: *Phone No.: Permit No-: QI d Tax-Map District: 4000 Section: G _ Block: Lot: , *BRIEF DESCRIPTION OF WORK((Please Print Clearly) Gly Yl'r AAA (Please Circle All That Apply) *Is job ready for inspection: S/�O Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 340 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form o I I� �1 1i Scott A. Russell ,�61 ST01KMWA 1F1E1k SUPERVISOR I��[A\1�A\(G�IEl\�1[lElv'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 z 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES FELLS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[fA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[9/B. Excavation or filling involving more than 200 cubic yards of material �� within any parcel or any contiguous area. []ID/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 floodplain as depicted ❑[2/ on FIRM Map of any watercourse. 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 witFyour Building Permit Application. S.C.T.M. 1000 Date. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District i �� NAME: i� A 11.31 '3— —I Section Block Lot T Ile "°"° **** FOR BUILDING DEPARTMENT USE ONLY"*** Contact Information. rr.kPe,n�.�n.i /`�•/�V��,��� /rel Reviewed By: - - — — — — — — — — — — — — — — Date: ����`/ � Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — � � —q� )'rC'e_'56r ��i r Approved for processing Building Permit. 1 I Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 C) TOWN OF SOUTHOLD PROPERTY .. � CARO I . w OWNER VILLAGE - - �•: STREET Z MST. SUB, LOT FR ER O ER ;�. � � j t •� , 1 ? E AC _� • - t'il�� �-l+�1.4_. . c +rZse7�1 S W TYPE OF BUILDING RES. 2/ ,p SEAS. VL. FARM COMM. CB, MICS. Mkt. Value cn !! co LAND IMP, TOTAL F DATE REMARK LO d eo-WA rlcar A O t g `oC� 1C� 1 a� -L� 32t -. D n �`a esf�' *. a.' ate I7o• 21-61 ItL4-9— )14L Wes wo, 3 s3 - ` — Zih4-17qe m u� Lo m LO FRONTAGE ON WATER N - �'' Voodland FRONTAGE ON ROAD 00 �s m 4eadowf4ond DEPTH �� r louse Plat BULKHE=AD v otaf 4 F r 4 ��■■!�■■ ONE ■ ■■■■■i■■i■■■■■■■■■■ ■■■i! ■■■■!!�■■!■■ii■■■MEN■i �■i>■■ !■■■i■■■■■!MEMO■■!ii■■!■■ii■ ■■■■■■!■�■■■■■■■■■■■■�■■■■■■ ■�!■■!■■■ ■■i■■ii■■■!i■■■■■! ...��..�,.�iiini■■■■■■■ ■■!■!■■i■� ��l� �■■i■■■■iNo on ■■■■■■ _ ■ MIA No 10 RON No - _ ■ ■■■■■■■■■■iii■■��■i■■ ■��� Foundation Basement :. ■� Ext. WallsJ Interior FWs: pF SOUry®� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 October 26, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Nais Fernandez 923C Motor Parkway Hauppauge NY 11778 Re: Ireland, 1205 Horseshoe Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE; Certification required from an engineer stating the panels were installed on the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 411/84) 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 — 40921 — Solar Panels DATE(MMIDDIYYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE 08/14/2015 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(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: MARSH RISK& INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET,SUITE 1300 AIC No): CALIFORNIA LICENSE NO.0437153 E-MAIL ADDRESS: SAN FRANCISCO,CA 94104 Attn•Shannon Scott 415-743-8334 INSURER(S)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 N/A 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. INSR ADDLITYPE OF INSURANCE mqn vivn SUER POLICY NUMBER MMIDD� POLICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY GLOO18201600 09101/2015 09101/2016 EACH OCCURRENCE $ 3,000,000 DAAGECLAIMS-MADE M OCCUR PREM SS EN Ea...nce $ 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 PPOLICY❑PRO JECT FqLOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/0112015 09101/2016 COMBINED SINGLE LIMIT $ 5,000,000 Ea accident Ix ANY AUTO BODILY INJURY(Per person) $ ALL OWNED Ix SCHEDULED BODILY INJURY(Per accident) $ HIREDISAUTOS NON-OWNED PRO(Per accident) $ Deductible $ 100,000 UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/0112015 0910112016 X STATUTEETH AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/FXECUTIVE YIN WC018201500(MA) 09101/2015 09/01/2016 E L EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NH) E L DISEASE-FJ�EMPLOYE $ 1,000,000 If yes,descnbe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional 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 STATE OF NEW YORK `Y WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way 1c.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 WorkLocation of Insured(Only required ifcoverageisspedffcally Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, i e, 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 box"la" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 911/15 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all partners/officers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 1" 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 1NFORMATTON 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 notify the above certificate holder within 10 days IF apolicy 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 may be sent by regular mail.) Otherwise,this Certificate is valldfor oneyearafier this form 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 Kandmura (Print name of auffionizcd represen4itive or licensed agent of insurance carrier) Approved by: (nate) 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. j--' STATE OF NEW YORK WORKERS'COMPENSATION BOARD 4 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 I a.Legal Name and Address of Insured(Use street address lb.Business Telephone Number of Insured only) 650-963-5100 1 c.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"la": 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 carner) Telephone Number 1.866-761-4236 Title: Underwriting 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.Mail 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) Version#61.2-TBD � .', tySolarCiPI` July 25,2016 RE: CERTIFICATION LETTER Project/Job# 1191335 Project Address: Ireland Residence 1205 Horseshoe Dr Cutchogue, NY 11935 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: 2x8 @ 16"OC, Roof DL= 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV),Roof LL/SL= 14 psf(PV) -MP2A: 2x8 @ 16"OC, Roof DL= 10.5 psf,Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) -MP2B: 2x8 @ 16"OC, Roof DL= 13.5 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss=0.20021 < 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. of NEW', 9�Y 9 Y 100 EC�LI PS E �Di itall �si ned b ° ustiil` y g ,= Sherioye'., _ ENGINEERING Inc.,PC. cc Location:`421i VIGRiverside STE 421;Spokane i111A Contact-106:5tl9-921=7731 R` Date:20,16_07 i5' Eclipse Engineering,as a third party, 1345:39-0700' s<,:., `$ has provided astructural-only review of Fp 095379 the enclosed project. A9pFESS10NP� 3455 Ciearviesv way San Mateo,CA 44402 T(650)638-102 8 (888)SOL-CITY F(650)638-1029 solarcity.co F':GSSE�J fiz26<-&33)-AZ RQC 23s7.M.`4Cv 2»L'.<p CA CSL6E'i IN CGEE'M-0 v'H'i:C5v1TfHf€LC 04i'e5`3ru<CC ah':S'm l.+,�Qlc'4C407�35,6E T6;:;�tpiat{TE-d^w"2 FL EGi'sQR.22e.Ht C7-iS7TJ,`L`a-^R'�2 P3P Y.IC 7L:°57;tf EL-IP,.bF:R.a.+La r'1^18L+4E*1::T3tr5 NC3Wn^-U N,40 47C/11523*A CA CS'5rJ»"ec55:%'HCw'.-0MC1@ AC47,17,111K¢g36i3-MTEU2m UT 87269.K'1501 Y3ELEB'453>52F9 IT E:3-(i:}Z7 VfASC4«rr-SxpLS4'viRC°srTa�:'-A"t.rydSP-arc.r+rL-aLEg-t:a.s;uhP-:C'7Ti]Caa;Ofu!;.ae-,FCdQ55 Rosa iand H-1'.Lde-2Q-0"-23ti.&s.t+ot{ .r_5?-N+xcec:hrx9."YX_26C3R-M73 NYC#20D'394$CPSUNYC:NYC L,pa:s.mEi.:cb;Gan d"26"990011351;5'A's+ Sr 6tl F1U;:SR1&-oa.Ppn ti:'1f2RL�'lLSE,39Gb-DC3,RSf knin3prowoc2 th<,e:trC.trFfrvance CunK{.tLC ,CAPfna 1cv Ls .yrs Liensr6C�.GF=hSc:zrCETfFtnrrree Cc,r,rrev,tli,ishew,srd try Y.k-,`J dawvrn Ssea Rsnr G:m^;;_vnrxr+a¢ru�mait tu:,*mss,n4<iaxzra u•;d.er Preeesarumtvr 0.?,E:.'-tiD'rr+su.x War,Uc°1nz+'7xE h`J fns2UM1.Y+Mft iamti0.nt le.9'Lz231Pt:2:1?A-Nt LteemQ6Lers,'.di#:0°:.,?i??1L Tl.?-w,argr GS Ct 3,b:i3fiCe3'.rUrTh7,>..^'J2sCS,Y7 Leslber L'CU+sa a6TC8 ,l Version#61.2-TBD �����» SOiarClt �,x PIL 'HARDWARE-EDESIGN AND:STRUCTURA"NALYSIS:RESULTS SUf�IMARI(TABLESr r.4Landscape ` Hardware==Landscape,Modules'-Standoff:Specifications :`';: -' sHa'rdware X-X Spacing X-X Cantilever Y-Y Spacing, Y-Y Cantilever -Configuration Uplift DCR^ MP1A 64" 24" 39" NA Staggered 66.0% MP2A 64" 24" 39" NA Staggered 66.0% MP2B 1 64" 24" 39" NA Staggered 66.0% 'Portrait Hardin►are,-:Portrait:Modules:Standoff Specifications- ' Hardware_° .X-XSpacing X-X.Cantilever Y-Y Spacing Y-Y Cantilever'` Configuration Uplift DCR MP1A 48" 1911 65" NA Staggered 82.4% MP2A 48" 1911 65" NA Staggered 82.4% MP2B 48" 1911 65" NA Staggered 82.4% Mounting'Planeframing = _-'-Qualification Results. ; Structure , t Type, 'Spacing Pitch `Member Evaluation Results MP1A Vaulted Ceding 16"O.C. 200 Member Impact Check OK MP2A Stick Frame 16"O.C. 200 Member Impact Check OK MP2B Vaulted Ceiling 16"O.C. 200 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 ewsting gravity and lateral load carrying members were evaluated to accordance with the IBC and the IEBC. 3055 Ciearview Way San Mateo,CA 94402 f(650)638-1028 (888)SOL-CITY r(654)638-1029 solarcity.com AL^W00.A^*M-8R37.A;ft+3C24S771:F+0C 24513.^„C aL9o3F:r1;.CO ECAC;(M-XC63?.3:3lUC Cts.'.'.OS,.}Cdi9>:aYrSJ;?4,Ct;aYria&:,r.t_3ni+2U:fr:1 a-cCa:.FL E-`�atiC52.3.fit C;«?7i�..rz;5-v?�52 MAMC1C551F: -EL-4WIR tIDHC12H4dN/5'�R5'iC3^„ts0lai.WH l347C/t2523±<t.fdJ":.�M��73S'Ni,,y35C-E..'�,/3AE5?+7»T+'"v`.tItA EECB-3:��4C`t.ir Mf'.;l'.1'E?srsF21C'-tri.`�35'CIESZ-t'<Y197N C+?cL m5;t7,O4 CS3i s^EtCSdz PAir,:,x;417744?fd AC%XL7-s!!P,<y 30315 TX7EL`L:lti}6 U;8725 0-v5C'.1'AELE27'51!1173'.?:t6 AjSCiy VdA S@:L.'n.C'fi;4US4LnRG'4CsF7,:1'. .^+y s34.Gsaa�A-eC-S.t,s.,a:rH7,:3S;�[v"a:D1'UL•]S."+F:5+7»t.rT.�@hn��t-:';:,t:-e4-�4 itt St:Pf<.;r 52455-ii.`F,actr,'wsi�"WC-2"6t,o-1+3-tsP NYC�2CK2iSd;-<Cl.3CEAri`G:d YC tiertr„e�t`i"ec:si:s2n.rtiQd4Q„^+'-xti4Af35 iSi1'!s?s SL f`,.h Ft Ur�S23.o-tcf+xnCSYF,2U?s+2+X75'.G,-0C�+fv'i[ran56.^r.•.x�3�i t_5r 3UyyCFty i7nu'x�+Ccmt'�•n;LLC ,.�,sk•aneu L++s<rs Lsi mss?4e„5fp6 SafsrCit{Frnertc^Cvn•pes•5'.kCC 15�rcrnxrd rr trr.+60'�o,:,•a S.s:�3>^t Cammis:.o:r^z xa zry=yvin u:s ra:s 1�attar^ese vssr"a ftcAr,:«r,:znb�:0:9a,p?F:C cru�nx-±r iv;+«Lf�ensl 2?Cx f.'V axsry9m.n,IC7n L3eE,t=Si4Til23/FI 15f_.?5,P,i Lrr�..xca;d L.nd”+FtfkwiiC;�LL-pti 4N�i:i:a'!L�rSat tx'3}(;'Y;,{Yi3-i]_SCL'd;L-_Ytdi^LiS 3".sa AL7AII iSTRUCTURE ANALYSIS-_'LOADING SUMMARY IBER CHECKMPIA,-% M emberPro rP Oertles", Member Spans 7 afterp R Horiz6fital, Overhang 2.16 ft Actual W 1.501, "Roof_Sster =Prooe es, Span-1 ,13.48,ft 7.25"" Number of Spans(w Overhang) I Span 2 Nominal Yes JE"'>410:88.-,-- RoofJ64-Mikidau-- �t `_•'C66ip'Rod"', -.,,Span 3,-. % Re-Roof No Span 4 Sx in.^3) 13.14 Ix-ifin 41�,�_� i;, Soan-5 A '63 P,ly*6d,Sheafhlng, Yes', _47. Board Sheathing None i Total Rake Span 16.64 ft TL Defl'n Limit 180 Viulted-tellifigyd 2.ATft WdddS0ecles. SPF Ceilina Finish 1/2"Gypsum Board PV I End 14.67 ft Wood Grade #2 20.°,,, PV 2 Start fb(psi) Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 ' Top,LhtW6cln§�L'_"y'r Full, PV.3-Stairt, '400,000,Er(pp') Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 rqM Su Clry "Mem' 'dier' Loiding j� Pftch,Adi `Roof Pitch:. ust-' �Non4V-Areas",_E PV!Ar6as Roof Dead Load DL 13.5 psf x 1.06 14.4 psf 14.4 psf W'DeadIdid'- PVrDLfs1_ Roof Live Load RLL 20.0 psf x 0.98 19.5 Psf L12 x-0.7-, _x 0.7 14.0psf 14:0'P-s f [Total Load(Governing LQ I- TL 28.4 psf 31.6 naf. Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)Pg; C,!=0.9,Ct=1.1,I,=1.0 -SuMmiirVj(P'6e-NDS)'_- -,f;- Member Desi n e 77 Adybirning Load�Coffib!- -CD CL CL(7) 'CVV_CU'l D+-S' 1.15 1"00 1.00 1.2. 1.15 M Lmber hillysis-ResiUlts-Summa u GoverfiinqAAWjsW- 'j'Pre-PV-Moment-j'- "ResUlt, Clb4n),, Post-PV Mornefit'l 'Net Impact Gravity Loading Check 912 1 827 1 0.91 Pass -CALCULATION OVVELSIGOWIND J -z Y Md�intinq PleffieInfdr-mation R66flri Material _ ComplRdof Roof Slope 200 Framing Type Direction Y-Y Rafters tT -FIW F-7 DarCih -1— Zep_§ystem Type y ZS Comp - Standoff - 7 Com0Mount,Type.07,7 Spanning Vents No 77 7-,— 7 -7, -7 Wind','Desigh Ceitedw,-, Wind Design Code 77ASCE 7-05 Wind'Desi' n Method -,-r-_.jII;I',,Ek CIalij#Vliy Basic Wind Speed V 120 mph Fig. 6-1 Roof Style µry F Gable Roof Fig.6-11B/C/D-14A/B 7�7 77, 7-415ection•6:2 s: Wind Pressure Calculation t,oeffid6nts Wind Pressure Exposure Kz 0.95 Table 6-3 7 Wind Directionality Factor Kd 0.85 Table 6-4 7,— 77- t able 6=1� Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA2)(1) Equation 6-15 29.6 psf WindzFressure Ext. Pressure Coefficient(Up) GCp_(Up) -0.88 Fig.6-11B/C/D-14A/B EA.;Pressure,:C,6efficierit-(Dow6) GCOr 0.45 Fig-,6 41IB/C/D44A/B Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind Pressure Up P(UP) -25.9 psf' ,Wind Pressure Down13.4 psf, P(down) ALLOWABLE STANDOFF:SPACINGS-7--` `77 '-—�' 7-7- 2 Z X Max Allowable Standoff Spacing Landscape 64" 39" 7 Standoff Configuration Landscape Staggered -- - , —Ma —TrjibqiAr 47sL : , a.� PV Assembly Dead Load W-PV 3.0 psf 7 Net N Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand Ca as ,777��7 bdFT7 777T. 77A 6 'X-Direction- Y=DirdctidW Max Allowable Standoff Spacing Portrait 48" 65" —ITZ2,1 f77-- Standoff Configuration Portrait Staggered Max StatiOlfIrbAM-Y A–ho, J"' Trib- IL L PV Assembly Dead Load W-PV 3.0 psf N 2 Uplift Capacity of Standoff T-allow 111-7 637 lbs Y, StandofF,Demand Ca acus -7 r- DGR 77 --77777-77-1 '&2.*'/— 7 � 1 STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK-MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 2.16 ft Actual W 1.50" Roof System Proerties San 1 13.85 ft Actual D 7.25" Number of Spans(w/o Overhanal 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A(in^2 10.88 Re-Roof No Span 4 Sx(in A3) 13.14 Plywood Sheathing Yes San 5 Ix(in AQ 47.63 Board Sheathing None Total Rake Span 17.04 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.50 ft Wood Species SPF Ceilino Finish 1/2"Gypsum Board PV 1 End 14.92 ft Wood Grade #2 Rafter Sloe . 200 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start . E(psi) 1,400,000 Bot Lat Bracing At SuDDorts PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.06 11.2 psf 11.2 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load , LL/SL 20.0 psf x 0.7 1 x OJ, 14.0 psf 14.0 psf Total Load(Governing LC TL I 25.2 psf 28.4 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; C,=0-9,Ct=1.1,I5=1.0 Member Design Summa (per NDS 'Goveming Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 0.42 1 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment Ib-in Post-PV Moment Net Im act Result Gravity Loading Check 875 1 787 0.90 Pass CALCULATION'OF'OESIGN-WIND LOADS-- MPZA– Mounting Plane Information Roofing Material Comp Roof Roof Slope _ _ -----_--__� 200 Rafter Spacing 16"O.C. Framing Type/Direction — _.-_...____-.,_ Y-Y Rafters PV Syste ...... SolarCity SleekMountT" Zep System Type _ ZS Comp Standoff Attachment Hardware Comp Mount Type C Spanning Vents _ N° Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method __o_T _ __ _� Partially%Fulry Enclosed Method — � Basic Wind Speed V _ 120 mph Fig. 6-1 Exposure Category ^___ _ ______ C_ — `Section 6.5.6.3 Roof Style d _ Gable Roof A — Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ _ _ _ _ _ 0.95 Table 6-3 1.00 Section 6.5.7 Wind Directionality Factor__ _ _ Kd _ _ y 0.85 _Table 6-4--- Importance Factor I 1.0 _ Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA2)(I) Equation 6-15 29.6 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.6-11B/C/D-14A/B Design Wind Pressure p p= qh (GCp) Equation 6-22 Wind Pressure Up p„ -25.9 psf Wind Pressure Down 13.4 psf FALLOWABLE STANDOFF SPACINGS_��-____-- X-Direction Y-Direction Max_Allowable_Standoff Spacing___ Landscape �e 64" 4— __ 39" Max Allowable Cantilever Landscape ` 24"_ NA Standoff Conficiuration Landscape u Staggered Max Standoff Tributary Area_ _ Trib _ _ _ 17 sf P_V Assembly Dead LoadW-PV_ _ _ 3.0 psf — — Net Wind Uplift at Standoff — T-actual4W~___ — -421 Ibs �� Uplift_Capacity of Standoff T-allow _ 637 lbs Standoff Demand/Capacity DCR 66.0% X-Direction Y-Direction Max Allowable Standoff Spacing__ _Portrait _ 48" 65" Max Allowable Cantilever _Portrait _ 19" -------NA Standoff Configuration Portrait Staggered Max Standoff TributaryArea _ _ Trib 22 sf PV Assembly Dead Load _ W-PVy 3.0 psf_� Net Wind Uplift at Standoff —�T—aactual __— _ -525 Ibs Uplift Capacity of Standoff T-allow 637 lbs Standoff Demand/Capacity DCR- 82.4% 'STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- M_P2B Member Properties Summary MP26 Horizontal Member Spans Rafter Pro erties Overhang 2.16 ft Actual W 1.50" Roof System Properties San 1 17.23 ft Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 Ain^2 10.88 Re-Roof No San 4 Sx in.^3 13.14 plywood Sheathing Yes San 5 Ix OnAQ 47.63 Board Sheathing None Total Rake Span 20.63 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 2.58 ft Wood Species SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 18.17 ft Wood Grade #2 Rafter Sloe 200 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 To Lat Bracin Full _ PV 3 Start E psi 1,4001000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.06 14.4 psf 14.4 psf PV Dead Load PV-DL 3.0 psf x -1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL112 20.0 psf x 0.7, x 0.7 14.0 psf 14.0 psf Total Load(Governing LC TL 28.4 psf 31.6 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(Ij p9; 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 1.00 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Moment Ib-in) lPost-PVMomentl Net Im act Result Gravity Loading Check 1,505 1 1 1,379 1 0.92 Pass hCALCULATION OF^DESIGN Mounting Plane Information Roofing Material Comp Roof Roof Slope 20° Rafter Spacing�_____.�___ _____.�__.__,,.__ ._...___....___�___ 16~"O.C. Framing Type/Direction _ _ Y-Y Rafters PVSystem Type _`�_ _�� ___ _SolarCity SleekMountrm Zep System _ ZS Comp Standoff Attachment Hardware Comp Mount Type C Spanning Vents _ _ No Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method a _ Partially/Fully Enclosed Method v __ Basic Wind Speed V 120 mph Fig. 6-1�� Exposure Category C _ Section 6.5.63_ Roof Style_ _ _ Gable Roof Fig.6-118/C/DD-14A/B Mean Roof Height h 25 ft Section 6.2 w Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ--._ 0.95 Table 6-3 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 29.6 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.6-11B/C/D-14A/B Design Wind Pressure P p =qh(GCp) Equation 6-22 Wind Pressure Up P(UP) -25.9 psf Wind Pressure Down 13.4 psf FALLOWABLE STANDOFF SPACINGS ____ _ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape _ __ _ 64" _ 39" _ Max Allowable Cantilever _ __ Landscape 24", _ w_ NAM__ Standoff Configuration Landscape Staggered Max Standoff TributaryArea Trib _17 sf___��_ PV Assembly Dead Load _ W-PV3.0 psf Net.Wind Uplift at Standoff T-actual _ _ -421 lbs Uplift Capacity of Standoff _ T-allow N 637lbs Standoff Demand Ca aci DCR _ 66.0% X-Direction Y-Direction Max Allowable Standoff Spacing___ _ Portrait 48" 65" Max Allowable Cantilever 19_" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Tri4__� _ 22 sf P_V Assembly Dead Load W-PV _ 3.0 psf Net Wind Uplift at Standoff _ T-actual -525 lbs Upllft Capacity of Standoff T-allow 4 637 lbs Standoff Demand/Capacity DCR 82.4% G 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. a S, l,NIT!-1 ALL CODES OF CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DATE• B.P. tz YOPK STATIE &TOWN CODES �lr-V1�YJ Qi�DITlO - DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN '„ EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. FEE- BY: ,/ S REQUIRE P '01 EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING ;CTI-Y BUILDING DEPARTMENT AT nni,T1n1nTn� 17R EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 765-1802 8 AM TO 4 PM FOR THE T , n'10 1 Pt 'J"NG BOARD FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE FOLLOWING INSPECTIONS: SOIJIIK GALV GALVANIZED HAZARDS PER ART. 690.17. 1. FOUNDATION - TWO REQUIRED GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE FOR POURED CONCRETE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 2. ROUGH - FRAMING & PLU^�.BING HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. g, INSULATION I CURRENT C CIRCUITS OVER 250V 25 GROUNDSHALL 4•, FINAL - CONSTRUCTION�MUS 1 .a �4 a� �� ®® Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). � ff11 Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER BE COMPLETE FOR-C.O.' ; kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ALL CONSTRUCTION SHALL MEET THE f� kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC REQUIREMENTS OF THE J CODES OF NEW IS UNLAWFUL LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). YORK STATE. NOT RESPONSIBLE FOR e, .a �9�U�` CERTIFICATE MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN DESIGN OR CONSTRUCTION ERRORS, SII ructural Only (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY OF OCCUPANCY NEUT NEUTRAL UL LISTING. `�OF NE1v,,,O NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE � �P �RIOry/ 9 OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE Digitally'signed by S shit �� EC� LI PSE �'r~� PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING Shenoy, �,,:� �a® * POI POINT OF INTERCONNECTION HARDWARE. Location:421JW,;Rlverside, E N G I N E E R I N G Inc.,P.C. - PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE STE_421;Sp - pe-VVAA� c w SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. Contact'Info.509 921'7731 Eclipse Engineering,as a third party, 2 Date:-2016.07.2 has provided a structural-only review of p 095gT9 S STAINLESS STEEL `r'F STC STANDARD TESTING CONDITIONS 13:45:55-0700' TYP TYPICAL the enclosed project. 9�FESSI�NP UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT r. r,4;' COVER SHEET 313 NEMA 3R, RAINTIGHT �V' =f , ;,. PV2 SITE PLAN STRUCTURAL VIEWS UPLIFT CALCULATIONS EE LINE DIAGRAM LICENSE GENERAL NOTES `" '_4 _ PV5 THR °'I'' Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 X } R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH H _ , THE 2008 NATIONAL ELECTRIC CODE. fl , g^ A @��� • � ` PE Uj`;t REO :QED MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town - r DATE COMMENTS `� REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-1191335 00 PREMISE OWNER: DE8f2tIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE TIM IRELAND TIM IRELAND RESIDENCE Jerron Lloyd BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0.O�Solar 'ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1205 HORSESHOE DR 7.95 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CUTCHOGUE NY 11935 ORGANIZATION, EXCEPT IN CONNECTION VATH , 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-265PD05.18 DATE PACE NAME SHS EEL RE1h an Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T:(650)6o Mateo, F:(650)638-1029 PERMISSION of SOLARCITY INC. FRONIUS # Primo 7.6 COVER SHEET I PV 1 7/25/2016 (666)—SOL—aTY(765-2489)www.solarrlty.com =� PITCH: 20 ARRAY PITCH:20 MP1 AZIMUTH:143 ARRAY AZIMUTH:143 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP2 AZIMUTH:143 ARRAY AZIMUTH: 143 MATERIAL:Comp Shingle STORY: 2 Stories LEGEND Q 0 (E) UTILITY METER & WARNING LABEL 0 _ Cn (E)DRIVEWAY o I"v INVERTER W/ INTEGRATED DC DISCO Qr = Dc & WARNING LABELS __ Ln DC DISCONNECT & WARNING LABELS AC I Front Of House N AC ® I I © AC DISCONNECT & WARNING LABELS o ® I I DC JUNCTION/COMBINER BOX & LABELS Inv I MP1B I � DISTRIBUTION PANEL & LABELS I M132A MP2B LOAD CENTER & WARNING LABELS MP1A C STRUCTU O A O DEDICATED PV SYSTEM METER CHANGE STRUCTURE CHANGE Rso RAPID SHUTDOWN �t Only Q STANDOFF LOCA11ONS SftCtUra/p Only CONDUIT RUN ON EXTERIOR ©�® CONDUIT RUN ON INTERIOR QF NEIN Y — GATE/FENCE �.` RIpN S 49� rQ, HEAT PRODUCING VENTS ARE RED 6 * � ytZ * �_� INTERIOR EQUIPMENT IS DASHED 2 _ SITE PLAN s co�O 095379 Scale: 3/32" = 1'� AR0FESSIONA��c01 10 21 s F CONMDENRAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-1 191335 00 %, ■ TIM IRELAND TIM IRELAND RESIDENCE Jerron Lloyd �SO�af C�t�/ BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ����r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1205 HORSESHOE DR 7.95 KW PV ARRAY 0, m PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CUTCHOGUE NY 11935 ORGANIZATION, EXCEPT IN CONNECTION V41H r THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-265PDO5.18 71 3055 CIearvlew Way SOLARg1Y EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET REV: DATE San Mateo,CA 94402 PERMISSION EQUIPMENT, SMENTTY INC. INVERTER: T:(650)638-1028 F:(650)636-1029 IFRONIUS # Primo 7.6 SITE PLAN PV 2 7/25/2016 1 (888)—SOL—CITY(765-2489)amealaWaltYoon , S1 (E) 2x10 S1 - . „ „ —2" 13'-10" E LBW3,-6„ (E) LBW 01 (E) LBW SIDE VIEW OF MP2A NTS A SIDE VIEW OF MP1A NTS C MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" PORTRAIT 48" 19" RAFTER 2X8 @ 16"OC ROOF AZI 143 PITCH 20 STORIES: 2 ROOF AZI 143 PITCH 20ARRAY AZI 143 PITCH 20 RAFTER 2x8 @ 16„OC ARRAY AZI 143 PITCH 20 STORIES: 2 C.J. 2X10 @16”OC 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 " ZEP FLASHING C (3) (3) INSERT FLASHING. 17'-3"— (E) COMP. SHINGLE 9mctural Only (1) (4) PLACE MOUNT. (E) LBW 1 V (E) ROOF DECKING (2) V INSTALL LAG BOLT WITH SIDE VIEW OF MP2B NTS ,��Of NEIN yo 5/16" DIA STAINLESS (5) G(5) SEALING WASHER. D 'o gRIO/y �Q STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES � S � INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES > (2-1/2 EMBED, MIN) cc LANDSCAPE 64" 24" STAGGERED rC) _ (E) RAFTER PORTRAIT 48" 19" = 1 STANDOFF RAFTER 2X8 @ 16"OC ROOF AZI 143 PITCH 20 ARRAYAZI 143 PITCH 20 STORIES: 2 FOA 095379 Comp Shingle R0FESSIONP CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBJ B-11913 3 5 00 DISE O"NER' DESCRIPTION: DESIGN: ER: \\\}� CONTAINED SHALLNOT BE USED FOR THE TIM IRELAND TIM IRELAND RESIDENCE Jerron Lloyd �_ .SO�d�.C�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSW. ���� NOR STALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1205 HORSESHOE DR 7.95 KW PV ARRAY h� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODD� CUTCHOGUE, NY 11935 ORGANIZATION, EXCEPT IN CONNECTION WITH 13055 Cleardew Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-265PD05.18 PAGE NAME: am'. REV- DATE: San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INYQtTER: 7:(650) 638-1028 F:(650)638-1029 PERMISSION of SOI.ARCITY INC. FRONIUS Primo 7.6 STRUCTURAL VIEWS PV 3 7/25/2016 (m)-SOL-an(ass—zass)www.salara aoa, • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number.-LC240PC Inv 1: DC Ungrounded INV 1—(1)FRONIUS # Primo 7.6 LABEL A —(30)TRINA SOLAR ## TSM-265PD05.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:39041792 Tie-In: Supply Side Connection AFCI Inverter; 760OW, 24OV, 977, w/ Antenna PV Module; 155W, 243.2W PTC, 60-Cell, 40MM,Blk Frm, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38,3 Vpmax: 30.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL SalarCity E 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER Inverter 1 IND _ MAIN SERVICE PANEL Disconnect - 4 A 1 6 5 FIRONIUS DC+ A Ll r---1 B 40A Primo 7.6 DG MP 1: 1x8 pI 2n0v ------------V_— --- -- — EGC------------- ----j LL pp I B DC+ I DC+ 1 I I I I N DG- I 3 C- GND _--_—_____--- _EGG _—_ DC+ C+ MP 2: 2X11 (E) DAD ------------------------ GEC SOA` r� DG F • GND __ EGC--- --------- ------------ — --- G�-----------------� I N I (I)Conduit Kit; 3/4°EMT I GEC Z Z ' C7 t (E) GENERATOR t - NA TO 120/240V SINGLE PHASE UTILITY SERVICE I I GENERATOR PROTECTED BY MECHANICAL INTERLOCK 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 OI (1)Groprid Rod B (I CUTLER—HAMMER #DG222NRB /� At (1)SolarCi!j 4 STRING JUNCTION BOX DC G5r7,' x S, C per Disconnect; 60A, 24OVec, Fusible,NEMA 3R A 2x2 STR�GS, UNFUSED, GROUNDED —(2)ILSCO f IPC 470—#6 —(1)CUTLER—tIAMMER DG10ONB Insula ion Piercing Connector, Main 4/0-4, Tap 6-14 Ground Neutral it 60-100A, General Duty(DG) S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE —(I)CUTLER—HAMMERRHAMMER #DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit —(2)FIIRRAZ�AAW21P51 OV,#C1j4'RKS PV BACKFEED OCP 1 AWG 16, THWN-2, Black gj�' 1 AWG#8, THWN-2, Black (I)AWG#10, THWN-2, Black Voc* =475.23VDC Isc=18.2 ADC (2)AWG#10, PV Wire, 60OV, Black Voc* =345.62VDC Isc=9.1 ADC (1)AWG#6, THWN-2, Red O ISN(1)AWG#8, THWN—$ Red 41(11)AWG(1)AWG#10, 7HWN-2, Red Vmp =338.8 VDC Imp=17.22 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =246.4 VDC Imp=8.61 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.7 AAC (1)AWG#1Q THWN-2,White NEUTRAL Vmp =240 VAC Imp=31.7 AAC i #10, 1HHN/THWN-2, Green EGC —(1)ANG#6, Solid Bare Copper GEC -(1)Conduit Kit; 3/,'.EMT (1)AWG#8,.THWN-2,,Green ._EGC/GEC,—(1)Conduit_Kit; 3/4"EMT (1)AWG#10, 7HWW-2, Black Voc* =345.62 VDC Isc =9.1 ADC (4)AW6#10, PV litre, 600V, Black Voc* =475.23VDC Isc=9.1 ADC ® (1)AWG 110, THWN-2, Red Vmp =246.4 VDC Imp=8.61 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =338.8 VDC Imp=8.61 ADC (1)AWG#10, THHN/THWN-2, Green EGC .... . .. . . . . . . . .. . . . . . . . . CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER:- DESC{6P110N DESIGN: JB-1191335 00 �;�•p S��afC�t CONTAINED SHALL NOT BE USED FOR THE TIM IRELAND TIM IRELAND RESIDENCE Jerron Lloyd BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .PPc NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1205 HORSESHOE DR 7.95 KW PV ARRAY �r m PART TO OTHERS OUTSIDE THE RECIPIENT'S M�u1Fs CUTCHOGUE NY 11935 ORGANIZATION,EXCEPT IN CONNECTION WITH ' 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (30) TRINA SOLAR # TSM-265PDO5.18 PAGE NAME SHEEP REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER- T:(650)San Mae CA 94)638-1029 PERMISSION of saARaTY INC. IFRONIUS Primo 7.6 THREE LINE DIAGRAM PV 5 7/25/2016 (888)-soL-arc(765-2489)www.solarclty=n WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: "• • •n: Label Location: 1/1lARNING WARNING Code:Per Code: Per Code: Per NEC ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD 690.31.G.3 DO NOT TOUCH TNEC ERMINALS '9 1 THE DC CONDUCTORS OF THIS 690.35(F) Label • •n: TO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND IN THE OPEN POSITION MAY BE ENERGIZED •UNGROUNDED NEC DISCONNECTIS - ••- ••1 Label Location: Label Location: PHOTOVOLTAIC'POINT OF - INTERCONNECTION ••_ MAXIN1Utv1 POWER-_A WARNING: ELECTRIC SHOCK POINT CURRENT(Imp) NEC MAXINIUM POWER- Code: HAZARD. DO NOT TOUCH • 1 690-54 POINT VOLTAGE(Vmp)_vNEC 690.53 TERMINALS.TERMINALS ON MAXINIUM SYSTEM BOTH THE LINE AND L0,4D 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 Label Location: OPERATING VOLTAGE V WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDEDLabel L• • UNGROUNDEDOAND ENERGIZED CAUTION DUAL POWER SOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • Per Code: Label ELECTRICAL SHOCK HAZARD • • DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFEDNEC 690.64.13.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGFIT Label • • Per WARNING ..- INVERTER OUTPUT Label • • CONNECTION 690.64.13.7 AC DO NOT RELOCATEDisconnect DISCONNECTPer Code: THISODEVCERRENTConduit NEC .•1 :. Conduit(D): Distribution Panel (DC): DC Disconnect Label Location: (IC): Interior Run (INV): Inverter With Integrated DC Disconnect MAXItvIUM AC A OPERATING CURRENT Center Per ••_ (M): Utility•'•Meier MAXIfvIUM AC 690.54 OPERATING VOLTAGE v r ra r r ra .r r Al r r :a r r a s v • r r • 6355r San Mateo,CA r Label : :. r r r •. r a r a •r r,r r r 'A'SolarCity I ®pSolar Next-Level PV Mounting Technology 'SSolarCity I ®pSolar Next-Level PV Mounting Technology Zep_ System Components �` s for composition shingle roofs ` -z---Un-roof w er ----" Leveling Foot Ground Zep Interlock (Key 3W swm) Part No 850-1172 ETL listed to UL 467 Rte^ A: Zep Compatible PV Module _ Zep Groove �^•°"' Roel Attachment Armyskhe Comp Mount >' Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 "oMPAr� c�°r Description PV mounting solution for composition shingle roofs �� Works with all Zep Compatible Modules COMM °MPI Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain ` Array Skirt,Grip,End Caps Part Nos.850-0113,850-1421, 8 67 zepsolar.com zepsolar.comListedo U 8L 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 wntten product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zap Solar's sole warranty is contained in the wntten product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sale specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats cam responsible for ventying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps zspats com Document#800-1890-001 RevA Data last exported. November 13,2015 2 23 PM Document#800-1890-001 Rev Date last exported. November 13,2015 2 23 PM r - - - - /Perfect Welding/Solar Energy/Perfect Charging TECHNICAL DATA FRONIUS PRIMO 71, x'.r,�,,">.,...a.mom.., y„INPUT DATA ' - PRIMO 3 8 1 PRIMO'5 0 7 PRIMO 60-1 PRIMO 7.61 - PRIMO 8 2-1 SHIFTING THE LIM17S (° _ +� - - ��. - „ ; _ - I Recommended PV power(kWp) 30-6 UkW 40-78 kW 48-93 kW 61-117kW t 66-127kW sl. FRONIUS PRIMO , ,. „1 1 ^ zubtesw,�p�u�rent MPFTILMp ?J. 7x�J:Z+s�; @ leA x?gG?@;` , 18A11 ^ d8+7 8eA„ . n°a t :z y 1 Total max DC current yam,' 36 A ' , i `j Max ars shoSi ciraul curreni - li -, ' Z.i-22 5'A The future of residential solar is here-Introducing the new Fronius Primo. ! i ! Operatingvauageg�XM 80 V* 600 - �, � 6 air:�n uly,9 1a i"..wr,,:,a,. '..,e...�P,y�,.-.,s�,�,.,...> �,..,�.,, ��sr._. ate•- --�....,,�w:'.. �.:..�a.....« ?'_T`4. ��w,�j I”_.,.Y:fl.. ,1.,g.�,.„ ,...ti�..,a„,..a,S:��d,;.,.,�a,,..c:,�k,...".,x... ,:�. .,✓,�....w�,,:_:_,_ :' e.t.,.....�s..:..e`i.�_" _ r.. ?} ° Nominal input voltage 410 V 1 420 V 420 V 420 V 420 v p ;Arlmiss.7gconductor size DC AWG14.iAWG6-•. MPP Voltage Range 20U-480V 240 480 V 240 481 V 250 480 V 270-480V i ',;�,lyipbero IJ1,QkCr -ss,.s,v, z,.u..e,, . »,«. n^a,,,_ "Gf °. 77 mum Ilk «rvarvn j Starling with serial number 26170961,before erial numb¢"ISU V - k1,/SnaplNverter /Ar PC board'-`^ {�`�`/Wi-F�rS. /SuperFlea .�\� /Smarr Gnd_ - '{,¢placement process i-i,rhoupnng rystem% 1"interfa'ce• ;t,-Design `, 'ht Ready - �Inteiruphon`� *�` X 3 , '( t 9 r ~9x^ ! rl'".„w.,S..1 — p" r. rt 'P�IM 8= IMO PRIMO0-1" 7 ''PRIM AU UDATA R 0 3. 1 -PRM 5.0=1 'PRIMO .6 O A. ^' ,,W.�'A'.:'.��r3`_�s+_�`�°..._;. :�.__,�.::",°__J-��:=,I ay{ TP T af' � "a^ 1 /With power categories ranging^from 3.8 kW to 8.2 kW,the trarfsformerless Fronius Primo is the'ideal compact ! Max.output power 208, 3800 W 5000 W 6000 W 7600 W 79UO W ao $-salow,-,x` 9 �vr sP�ozw.,,,e: '2 1ouuw�..a_1l yam uu�',Z-7 al2vov? ' _ single-phase inverter for residential,applications.The sleek design is equipped,with the SnapINverter hinge mounting„ ,i � ��:��^^��� w�-��^ �=y-�'-��^-� „--���-- -�--i Max continuous output current 208 18 3 A 24 0 A 288 A j 365 A j 38 U A f system which allows foraightweight;secure'and convenient installation and service. • a - ,— R - -- 15L8 AiA •I �.y8n .s *r2—,== so A,`•� � 37:_7n3A' a�k- ' - Recommended OCPD/AC breaker sue 208t 25A 30A j 40 A 50A 50A / The,Fronius Primo has several-i nt'grated features that set it apart from competitors including dual powerpoint —Lw„ ,, go ^ uyh .v � gaup va ,,,,,� r:w„ noA�4^�^ `1€. '_,L a'A trackers;high'system voltage,a wide input voltage'range and unrestricted use indoors and,outdoors„Ather-standard ) Max.Efficiency 967% 969% 969% 969% 970% features include a Wi-Fi*'and SunSpec'Modbus interface for seamless monitoring and datalogging,Arc Fault Circuit FCECEffinenay7 ' za"gj 5is,v 77 j$ vss',% 96u% 96— o^r4' '°`) 96" s t Interruption (AFCI), and Fronius's superb online and mobile platform Fronius Solarweb. The Fronius Primo is Actin—ble conductor size AC AWG 14- designed to adjust to future standards,offering a,Complete solution to,code restrictions,and technical innovations of i "a nn a+pn _, J,- „ „ zUa�AWG 6 tut ';" 7 a - t Frequency 60 Hz tomoirow.It also works_seamlessly with the Fronius Rapid'Shutdown'Box fora reliable NEC 2014 solution. rTo,ati sem_ - TECHNICAL DATA'FRONIUS.PRIMO, , I Power factor(eaaw. O8&land/cap .d ffFENERAL DATA4 STANDARD WITH ALL`PRtMO MODELS s 's.:,AN EL l;Dimensions(width x height x depth) f 16 9 x 24 7 x 8 1 in. J ice.�lgh1 'r""-,-e-� -may,--,-r",,,e °-^,+ ^-rs'•.�,;. ^e�^-r,r .,,�" ,,-„,.,,.^,.m„&.-�e*., .29 �',' ^-+'Pr---' ,-,-.^rte-„.,.*•^ . j Degree of protection NEMA 4X ,i...NJ%N L-nP�9..f1,_-„P.",� �.,,..,�:..,�...,.�..:.�...W...,._...�; - .^ °• _.`�.ti,....-iW� ' `_"„ .. s„,.,,_':,,�;.,?_°, ,. f i Inverter topology Trans(o edess ra Installation Indoor and outdoor nstallatwn sAmbicnt ayexatnamperatmg, pye Permitted humidity 0-100% j '� UC c�„o"nnectYou tie ,,,,rreunatSY-�,,,..;.:. .,'•" �`w�'_, 4xDG a_nd 4x DG sciewtiminals forcoppei�alld(stranded finestranded of luminum.sabd staanded_�".- ..^'„� > AC connection terminals - _.... Screw terminals 12-6 AWG t '- - ”' ��Uj.1747-2Ui0,UiA998(ftir functions•AF©andisolatiun vromtonngl,fEEEJ Sd72003,IEEE J547,1.2UU3iAN5f/1�EE C6241;FCC• (:e+tificates and compbance wstb>tandards” - i ECrru5�9U„C2Z,2 JQa•JUj1�t33($epteinber 21701)cUJ,b9„H�Issu£,21�(„i13,r„CSATJLMU,7�isst,�e 1,2073.x„ PROTECTIVE DEVICES - �- STANDARD WITH ALL PRIMO MODELS AFC, I&2014 NEC Ready Yes 1 Q (Imem,pcer- SYes _, ,SIT � Perfect Welding Solar Energy/Perfect Charging DC disconnect Yes _ - � ' 7--',, _re WE HAVE THREE DIVISIONS AND ONE PASSION:SHIFTING,TNE LIMITS OF 000SPSINBILITX Whether weldingtechnology,photovoltaics or batterycharging tech nology our goal is clean defined.to be the innovation`leader Wuh around (INTERFACES STANDARD WITH ALL PRIMO MODELS' / g g y t _ 3,000 employees worldwide,we shift the limits of what's possible-our record of over 1,000 granted patents is testimony to this While others progress, Wi-Fi/Ethernet/Serial Wireless standard 802 11 b/g/n/Fromus Solarweb,SunSpec Modbus TCP,JSON/SunSpec Modbus RTU J stepb step,we innovate in leaps bounds.just as we've'alwa s done.The responsible use of our resources forms the basis of our corporate oh �^ v a m r --, ,=,' -7`5 � ” m y a '7'-�r- Y R P 1 Y P IP P cY i kph puts oro diguai h�mS/outputs _ _ - .external re14y5ontrots -s`, _ _, - USB(A socket Dataloggmg and/or updatmg via USB I- - Further information about all Fromus products and our global sales partners and representatives can be found at ww v1romus com _ a- �, @ Datalogger and Webserver Included Fronius USA LLC _ �rlre termMi-Fi®is a registered trademark of the Wi-Fi Alliance - - 6797 Fronius Drive Portage,IN 46368 USA Rev 5 20 15 USA pv-support-usa@fromus com www frons-usa com �P GS up �P Group Certificate: 2779302 Master Contract: 203213 Certificate of Compliance Project: 70027816 Date Issued: April 16,2015 Certificate: 2779302 Master Contract: 203213 Project: 70027816 Date Issued: April 16,2015 3. The above models are permanently connected utility-interactive inverters intended for operation with Issued to: Fronius International GmbH Photovoltaic supplies only. Guenter Fronius Strasse 1 4. The above models are provided with integral PV DC ARC-Fault Circuit Protection for series arcing faults Wels-Thalheim,4600 (type 1). Austria APPLICABLE REQUIREMENTS The products listed below are eligible to bear the CSA CSA-C22.2 No.107.1-01 - General Use Power Supplies Mark shown with adjacent indicators 'C'and 'US'for *UL Std No. 1741-2nd Edition - Inverters,Converters,Controllers and Interconnection System Equipment Canada and US or with adjacent indicator 'US'for For Use With Distributed Energy Sources(Rev.January 7,2015) Canada Only. UL CRD - Non-Isolated EPS Interactive PV Inverters Rated Less Than 30kVA US Only OY without either indicatorfor UL 1699B - Outline of Investigation for Photovoltaic(PV)DC Arc-Fault Circuit Protection(Issue Number 2,January 14,2013) CSA TIL M-07 - Interim Certification Requirements for Photovoltaic(PV)DC Arc-Fault Protection(Issue Number 1,March 11,2013) Issued by: Rob Hempstock,AScT. *Note: Conformity to UL 1741-Second Edition(Rev.January 7,2015)includes compliance with applicable icp US' requirements of IEEE 1547 and IEEE 1547.1 PRODUCTS CLASS 531109 -POWER SUPPLIES-Distributed Generation Power Systems Equipment CLASS 531189 -POWER SUPPLIES-Distributed Generation-Power Systems Equipment -Certified to U.S.Standards Transformerless Utility Interactive Inverter,Models Fronius Primo 3.8-1208-240,Fronius Primo 5.0-1 208-240,Fronius Primo 6.0-1208-240,Fronius Primo 7.6-1208-240 and Fronius Primo 8.2-1208-240, permanently connected. For details related to ratings,etc.,reference should be made to the CSA Certification Record,Annex A,and/or the Descriptive Report. Notes: 1. All models meet the surge requirements of IEEE C62.41.2-2002,Location Category B(6kV).Tests were performed using ring wave and combination waveforms,both polarities,for common mode and differential mode coupling,20 pulses each test.After surge testing the units were operational with control functionally verified by frequency and voltage disconnect tests. 2. The above models are intended to be used in an ungrounded power system in conjunction with the requirements specified in the National Electrical Code,ANSI/NFPA 70,2014 Ed,section 690.35. DQD 507 Rev 2012-05-22 Page 2 DQD 507 Rev 2012-05-22 Page I THE T'PInmount MODULE TSM-PD05.10/PD05.18 Mono Multi Solutions 00 DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unitmm Peak PowerWatis-PMAx(Wp) 250 255 260 265 • 1 941 - !Power Output Tolerance-PMAx THETHnamount ' j Power Voltage-VMr(V) 30 3 30 5 30 6 308- Maximum aDNReN o ox (Maximum Power Current-im,(A) 8.27 8 37 8.50 8 61 f I j NAMEVIAIE rn j Open Qrcuit Voltage-Voc(V) 380381- i ' 382 383 ' M4 xALLDIG HOLE 1 Short Circuit Current-Isc(A) -8 79 888 900- 910 MODULE a Module Efficiency qm(C 153 5 _ 9 162 STC Irradiance 1000 W/m',CeII Temperature 25°C,Air Mass AMI 5 according ding to EN 6090404-3 Typical efficiency reduction of 4 5%at 200 W/m2 according to EN 60904-1 i o e o ELECTRICAL DATA®NOCT „ ^C :Maximum Power-PMAz(Wp) V 186 --- 189 193 197- 60- l C L y €Maximum Power Voltage-v-(V)-- 281 282 28.4 286 VV MU YALLINEMODfULE 1 Maximum Power Current-INird(A) LTICRST663 677 '681 689 t 6019 Gfl0UNDMG NOTE . 1ti _ A A 1 Open Qrcuit Voltage(V)-Voc(V) _ 35 3 35 3 354 35 5 ) -'-� Il-0MN HOLE WITH TRINAMOUNT FRAME ShorlClrcuitCurrent(A)-Isc(A) zlo n7 727 735 NOCT Irradiance at 800 W/m'•Ambient Temperature 20°C•Wind Speed I m/s 812 180 255-265W PD05.10 PD0518 Back View MECHANICA- -L D-ATA I - - - - --- - -- - -- ( POWER OUTPUT,RANGE �` Solar cells Multicrystalline 156 x 156 mm(b Inches),4BB s„"'„ " • r +,""^�„'`^ i l Cell orientation �. A 60 cells(6 x 10) - r Module dimensions 1650 x 992 x 40 mm 64 95 x 39 05 x 1 57 Inches) � tri Fast and simple to install through drop in mounting solution _-. _ - -- _ __. ( _ - 1641111%/�Q''J' , �` - .Weight ,;a '.) 196 kg(4312lbs) ( t .L�O+ +�,,.�•^ p 'Glass 3 2 mm(0 131nches),Hlgh Transmission,AR Coated Tempered Glass I i Backsheet White MAXIMUM,EFFICIENCY A-A Frame Sdver(PD0510),Black(PD0518)Anodized Aluminium Alloy Good aesthetics for residential applications -- - - -- •- - -- - . P J-Box, IP 65 or IP 67 rated .-• .` ,_^. . O A.��'� l Cables Photovoltaic Technology cable 4.0 mm'(0 006 Inches'), , 1-V CURVES OF PV MODULE(260W) _•A. _ - 7200 mm 472 orches (' POSITIVE POWER'TOLERANCE” ” D� conneatof Mc4 .{ t - - -- - - - -- -- 900 Fire Type _�UL1703Type 2for Solar City o Highly reliable due to stringent quality control .� Ci • Over 30 In-house tests(UV,TC,HF,and many more) As a leading global manufacturer • In-house testing goes well beyond certification requirements Gaa scow m' TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ` PID resistant sin j 40o Nominal Operating Cell Opera}IonalTemperafure -40-+g5°C products,we believe close Temperature(NOCT) ;4a°c(±2°c) r -. cooperation with our partners aao __- __ __ __ __ j Maximum System 1000V DC(IEC) { is critical to SUCCe55. With local zao mw/' 4Temperature Coefficient of PM '-0 41%/°C 7 i Voltage 1000V DC(UL) 1 ? presence around the globe,Trina is °° Temperature Coefficient of Voc.-0 32%/°C Max Series Fuse Rating ; 15A able to provide exceptional service °0° - r v. a o �o zo as 4o so S Temperature Coefficient of Isc °0 05%/°C 7 to each customer in each market ) Certified to withstand challenging environmental - ;� -- _ ...___ and supplement our Innovative, conditions v°ms4M reliable products with the backing • 2400 Pa wind load of Trina as a strong,bankable — WARRANTY partner We are„committed • 5400 Pa snow load , P � 10 year Produc}Workmanship Warranty to budding strategic,mutually CERTIFICATION _. beneficial collaboration with 25 L .-r Linear Power Warranty installers,developers,distributors { i,AD emus SP' (Pleasereferto product warranty for details) and other partners as the tic�s7 backbone of our shared success In ” '" ----- -- - driving,Smart Energy Together LINEAR PERFORMANCE WARRANTY 40 PACKAGING CONFIGURATION R 10 Year Product Warranty•25 Year Linear Power Warranty COMP erri Modules per box 26 pieces w Trina Solar Limited -- - - - - - J' www.tnnasolarcom Modules per 40'container 728 pieces a F AtldiHona/ value!ro S a 90% -+^ ➢1 `+y., mTrinQ Solcr's!!near w��4n� • CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT poMrAT�B TrenaJOl\.11 s �r'���Olry� change Solar once All rights reserved Specifications included m this datasheet are subject to O 80% x.11 change without notice Smart Energy Together nears s to Is 20 25 Smart Energy Together °enrnrev ®Trinastandard []incusiry'tanaard _ __