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HomeMy WebLinkAbout40143-Z '+''fgOFfDI,�C. Town of Southold `o�F oma- 2/10/2016 i cf, P.O.Box 1179 1 c4 Pr, 53095 Main Rd %,/e # Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38091 Date: 2/10/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1555 Bayview Ave, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-5-11.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 9/24/2015 pursuant to which Building Permit No. 40143 dated 10/2/2015 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 TO AN EXISTING ONE FAMILY DWELLING,AS APPLIED FOR The certificate is issued to TDLV LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40143 01-28-2016 PLUMBERS CERTIFICATION DATED Authorized Signature 5tr- _M1 TOWN OF SOUTHOLD (cr, �a� BUILDING DEPARTMENT ;� TOWN CLERK'S OFFICE SOUTHOLD, NY \4761,,j.±4 fril-i 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#: 40143 Date: 10/2/2015 Permission is hereby granted to: Goodman, Alan 684 Broadway Apt 11E New York, NY 10012 To: install roof mounted solar panels as applied for. At premises located at: 1555 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-11.1 Pursuant to application dated 9/24/2015 and approved by the Building Inspector. To expire on 4/2/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 4. "otal: $200.00 Ali 1 ding nsp-.tor 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: I. 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$15.00( 1 Date. \\aa..\ – New Construction: Old_� or Pre-existing Building: _ (check�one")" Location of Property: �_ D��� I louse No. Li Street Hamlet Owner or Owners of Property: �z _ V Q a�a !-- _ Suffolk County Tax Map No 1000,Section _ _ _ Block _ __ _ ___ _ __Lot Subdivision Filed Map. _ ____ Lot: Permit No. - D(143- Date of Permit________ __---Applicant: S0�o C 1 IcsS\&Citx-m'et) I lealth Dept. Approval: --__ Underwriters Approval: Planning Board Approval: __- _________ Request fbr: Temporary Certificate _ _ -- Final Certificate: (check one) Fee Submitted: $ $U— , Applicant Signature r '''i�i ii.��.... ��,�i%pf SOU4�® Town Hall Annex �� �® *�® : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 " P.O.Box 1179 % ,, roger.richerttown.southold.ny.us Southold,NY 11971-0959 ;(' ..4' ? 7 e . �OOUN�, �' 1. �..... -1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To TDLV LLC , Address: 1555 Bayview Avenue City: Greenport St: New York Zip: 11944 Building Permit#: 40143 Section: 52 Block' 5 Lot 11.1 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 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 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7.685 KW Roof Mounted Photovoltaic System with 29 - QCe11265W Panels, and .1 -ABB 6000W Inverter Notes: '' ?Inspector Signature: Date: January 28, 2016 Electrical 81 Compliance Form.xls ,,4o��oF souryolo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [k] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Lite,g7tebd, — pi/ DATE - 1 i( INSPECTOR Version#53.6 ;774'''''''Solaruty '—Th k it \411 it'-'-' 1 r; I i IjProject/Job# 119828 DEC 2 1 2015 It RE: Installation Approval Letter BLDG DEPF Project: Vadnai Residence jfl\ (i1 PI'fllnlG 1555 Bay View Ave "'�'�`- Southold,NY 11971 Date of Review 12/16/2015 Permit# 40143 Date of Install 12/5/2015 AHJ Southold Town SC Office Long Island • To Whom It May Concern, 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. Paul Zacher, P.E. Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com OF NEIN & , ,( * - :. �� n `' 1111/ l w 1365' ROFESSIONP�' 3055 Clearview Way San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ HOC 245171,CA OSLO 088104 Cl)IC 8041,Cl}atC 0A327'13 DC N:0 it 10.486 01;HIS'11011,18 HI 0T-29770 MA 11117'613572,MD PA?'IC 128948,NJ 13VKOI,160a00, OR 0013 3:37,; PA 077,k13,TX TCl_R 27000,WA CCI' OLAHC'11;C3i'0 2013 SotarC•ty All r1gI'13 ra,crved . FIELD INSPECTXQN 1 O1 DATA C/ U,NTS ....--.,.. , ... ..........—tl....... . .. .. .. S.Nc 'QU,NDA,lON(1ST) _ t • J., . . 4Toi . . , . FOUNDATION(2ND) ,\ •• % . . \ • . i.3 ROUGH FRAMING& , H PLUMBTN'G . . a g GA• • y INSULATION PE12 N.Y. - :_•. STATE ENERGY CODE. • ., . . �•-n—, .+.1.1�+. ., . -- , = .- . . • -. - :, I , • • ' FINAL • .• 1 , J .. , . • _- ,L L , - C ' , • • , ..•..•,—' . 3 0 ;! �,,,, i 1 {. ! d- I �.e c: `• I J he ., . . . 1 . - • O �—, ........ , 1 I ., , • y • • . b , ,. , .ems. 1 ' ' I , . . a,viL.yal\t3 LL`I tin.11YYL1`l1 Do you have or need the following,before;applying? TOWN HALL Board of Health ''�, `SO UTHOLD,NY 11971 4 sets of Building Plans `°„, TEL: (631) 765-1802 Planning Board approval " " FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. /7/0/qaa Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined /G ,20 Single&Separate Storm-Water Assessment Form /) Contact: gyp\ C Approved ,20 Mail to: 0-15;6 In- Disapproved a/c y'1�-�� pu,...,(3_440 Phone 1�j1 )��Z�G/'�'®�, t l0 6 Lr- :11 ' n ]i1 Expirati�r, , _,_20-_ 7 rsC2__? rfe___:___ - � SEP 2 4 2015 1),. Building Inspector ' APP ICATION FOR BUILDING PERMIT Date 1 u_ ,20 1 INSTRUCTIONS ''•1 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 ;hall 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 ssues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the )roperty have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an ddition 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 Suilding 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 pplicant agrees to,comply with all applicable laws,ordinances, building code, housing code, and regulations,and to admit uthorized inspectors on-premises and in building for necessary inspections. L5S.'Ca, Ebur I L/ ignature of applicant ojime, if a corporation) 01' g� 64 t l l i e Ma lin address of ap licant)) ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder COMMete—1gien --/-- me Mme of owner of premises kr-Z_&_ )4 v\ d `'' ,(As on the tax roll or latest deed) applicant is a corporation; signattire of duly authorized Officer (Name and title of cor orate officer •_ I _ ' - tilders License No. - ` t�Si ) ambers License No. — ctricians License No. S733 / in E- her Trade's License No. S - . yet,c-11 Le , / FZ��---,2D t f.-- Location —Location of land on whic roposed work will be done: House Number ��t A ) 0 L �4 4 01'� Stree Hamlet ,,,– County Tax Map No. 1000 Section ) Block Lot 1( - j ,'� 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 Te S;ek0t- 't & \ b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition _ Other Work—Pup+Mount-S (Description) 4. Estimated Cost 110-'5---S—T ce- L Fee . (To be paid on filing this application) 4-5" If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars *---"If business, commercial or mixed occupancy;specify nature and extent of each type of a�. 17 ..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 ,,,,1-0-.-Date of Purchase Name of Former Owner 1i. 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 V,Will excess fill be removed from premises? YES NO K Qli2 A11) 14. Names of Owner ofremises k L&.. X 4i Address 1 U`J Phone Ni!. .27 —2" Name of Architect , 'of -2,,toker- - Address Fist..SZ,erret.0Dtte%i 1 - `b/3".o Name of Contractor \or-C Address iNt Mar—Pt to - zone e . .. IA&up(p i )I)b2d�`l r-o,; 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wet ? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERM" ITIS 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. + a!,,,wr. KATHLEEN D CAIATI STATE OF NEW YORK) ' , Notary Public,State of NewYork ++ ' _ No.01 CA6308205 SS: 'r ,*,. Qualified in Suffolk County COUNTY OF ) "" Commission Ex,fres July21,21, - ---- Tess;-ce,. - -�oUV‘ --- - being-duly sworn, deposes arid says that(s)he is the applicant (Name of individual signing contract above named, (S)He'is the- , t� ent('~(-b i\ 0" II,-- - -.___-- "__ -- - (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo•n to before me th' 20 IT— 'I da of _ . .. cianaiure of Applicant . STOJ ..M\WAT]ER Scott A. Russell44- SUPERVISOR g R �- MANAGEMENT AGEME.��T souTOIDTOW�v1 LL•P.0-Box 11 o 41/ Town ofSouthold�20� 53095 Mein Road-SO'U OLD,NEW YORK n9n . 0, ��'1 CATER 236 - STO 1 WATER MANAGEMENTWORK SHEET (TO BE COMPLETED BY THE APPLICANT) . DOES THIS PROJECT MOM Ala.VAT APPLY) Yes No U 54 A. Clearing, grubbing, grading or stripping of land which affects more tt than 5,000 square feet of ground surface. L qB. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. 054 Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. S>te preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. OW. Site preparation within the one-hundred year floodplain as depicted on FIRM Map of any watercourse. 0 p7. 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,SEO 'i Complete the Applicant tdoessetion below with not apply to your yourpN , Signature,Contact Information, Date &County Tax Map Number! Chap ter* If you answered IIES 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-Tour Building Permit Application. otr�erl S.CT.�/!. � IbQQ :I}azc APPUcrwr:(Property Owner.Design Plat iionsl, >i> i. CJ d'�- Erinicl If . /0-2'15-'. NAME. eSS:L &g�' "0 a.ffir, Shan Black Lotut . ... w FOR BUILDING DEPARThIENT USE ONLY' - Genteel Inform'. l (V • &in/CA Reviewed By_ Date: Pro•crt Address/Location of Construction Work: ' 41116 7 Approved for processing Building Permit_ ,� ' j U<-) 0 To Stormwatcr Management Control Plan Not Required. (t)\( El Starntwater Management Control Plan is Required. (Forward to Engineering Department for Review-) FORM " SMCP-TOS MAY 2014 ii9tiLOtiP.7. : Q : 1 1 !til-Rn-in '1°10 S0437 'I 1 Town Hall Annex jitg 1 Telephone(631)765-1802 • 54375 Main Road ` ,ax{631?765-g5 P.O.Box 1179 Q,!� roger.richert toW NgittlOt mv.us Southold,NY 11971-0959 ; Q coutatt BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION •II • - : REQUESTED BY: So\ Date: )®-2- Company Name: -- Name: \r‘ Kane. License No.: 51 3 i ) Address: qo�3 C NOVOt TCilic 1 C,A H G'u cL117o0* Phone No.: ( 7eci - c JOBSITE INFORMATION: (*Indicates required information) *Name: Lc-La_ \)c.v\i *Address: 11► tie S. o l *Cross Street: *Phone No.: J 7 0��3 2-9 I/9 • Permit No.: Tax-Map District: 1000 Section: 5L Block: S Lot: \I _ ( *BRIEF DESCRIPTION OF WORK(Please Print Clearly) a- SD '. - • L&c— k— (Please Circle All That Apply) *Is job ready for inspection: 5,46 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(?6L 4f 161° kilgi 82=Request for Inspection Form (1 Q�, I I� X13-- ` *a. l STATE OF NEW YORK 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 Clearuiew Way Ic.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 ld.Federal Employer Identification Number of Insured Work Location ofInsured(Onlyrequiredifcoverageisspedflcally or Social Security Number limited to certain locations in New York State, Le, a Wrap-Up 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 9/1/15 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box If allpartners/officers included) Dail excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the businessreferenced 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 note the above certificate 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 may be sent by regular mail.) Otherwise,this Certificate is validfor one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",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 (Print name of autho d represen ive or licensed agent of insurance carrier) Approved by: ature) (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. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse • l ® DATE(MM/DD/YYYY) �'►`� 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 MARSH RISK& INSURANCE SERVICES NAMEPHONE: FAX 345 CALIFORNIA STREET,SUITE 1300 (A/C.No.Eat): (A/C.No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn•Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIL# 998301-STND-GAWUE-15-16 INSURER A:Zunch American Insurance Company 16535 INSUREDINSURER B:American Zunch Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D: INSURER E: I , 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 TYPE OF INSURANCE JNADDL SUBR POLICY EFF POLICY EXP WLIMITS LTR SD VD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY GL0018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 DAMAGE RENTED - CLAIMS-MADE X OCCUR PREM SESO(Ea occurrence) $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GE 'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY PECOT- X LOC _PRODUCTS-COMP/OP AGG $ 6,000,000 SIR $ 250,000 OTHER 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 OWNED i X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS — X x NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) -- Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X PER STATUTE ER A Y/ H A AND EMPLOYERS'LIABILITY N WC018201500(MA) 09/01/2015 09/01/2016 ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E LL 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/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 1 Charles Marmolelo _r. .' /cam ie--6---7-S. I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEPT OF LABOR. Iffc, 400 UCENSING&CONSUMER AFFAsts HOME IMPROVEMENT 15 4%tr. CONTRACTOR ' I SHAUN E CHAPMAN This certifies that the SC1AR bearer Is duly CITY CORPORATION licensed by the • Lierosetwabr DICIL411/0 County of Suffolk 52057-H 08101/2013 Cilifilgkor 17"2"ncedwa 08101/2017 SUFFOLK 00UNTY DEPT OF LABOR LICENSING 8,CONSWERAFFAIRS MASTER ELECTRICIAN titti JASON KANE • This=Wes tItzt the cr'acnIN= bearer is duly mein COY CORP. Ecensed by the Coustyof Sugar uw."61". 51331-ME 03/10129S god'adawedeaf afte=aitorer 079119J111041CAU 0301/20/7 • ?rss" olarCrty July3,2015 Ryan Romard i—)JHO15 J,SolarCity-Long Island RE: Structural Engineering Approval Letter - • Goodheart, Bruce Residence 350 2nd Av Ss, Peconic NY 11958 Job No. 119602 Date of installation 06/12/2015 Building Permit#39723 To Whom It May Concern, 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 meet or exceed the requirements in accordance with the 2010 Residential code (IRC) of New York State. Plans and calculations were stamped &signed with my professional engineer's seal. I certify that the solar panel installation was completed per approved plans, all applicable codes and manufacturer specifications. Additionally, the work has been completed in accordance with the provisions of the approved permits. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Sincerely, ��� EW j> 46 41; EC LI PS E * � � � ENGINEERING ) 'Ar Rolf Armstrong ^, , r 3zG PE fSE.��� .: Eclipse Engineering,as a third party, 4. f?` • s A . has provided a structural-only review 20115: 07:06 ofs,s the enclosed project. q P 16:44:08=07'00' ossa°N^ 3055 Clearview Way San Mateo, CA 94402 t(650)638-1028 (888)SOL-CITY F(650)638-1029 SOLARCITY.COM AZ ROC 243771, CA OSLO 888104,CO EC 8041, 0R CC@ 180448,TX TDLR 27006 ,M t. Version#49.2 )P olarCut August 31, 2015 Project/Job# 119828 RE: CERTIFICATION LETTER Project: Vadnai Residence 1555 Bay View Ave Southold,NY 11971 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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 - MP3: Roof DL= 11.5 psf,Roof LL/SL= 18.5 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) - MP4: Roof DL= 13 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 =0.19994< 0.4g and Seismic Design Category(SDC) = B< D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load,PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. OF NEkk Please contact me with any questions or concerns regarding this project. ,t�4, K. Lie 0,1:s Paul Zacher, P.E. r* i 411r*\ n � Professional Engineer � w� � T: 916.961.3960 x101 = ; email: paul@pzse.comEb913631.08 ROFESSIONP�' 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 24377 t,CA 03113888104 CO EC 8041,CT HIC 0632778,DC HIC 71101480 DC HIS 71101488,HI CT-79770 MA NIC 166572 MO MI-SC 128948 NJ 13VH08100600 OR 1.Cd 1130.498,PA 077343,1631)1 R 270116 WA GU SOLARC819O1 10 2013 Sol4rC¢y,All rphts ros?rvrrl „1 t. ' 08.31.2015 ®� p Version#49.2 ''''7'.''''".; So arC:tv 1-----:: - -PROSECT INFORMATION&TABLE OF CONTENTS . ° _ ___.1 Project Name: ___ Vadnai Residence .` AHJ: Southold Town Job Number: 119828 Building Code: 2010 Residential Code of NY State :- ;ti. °_ , Customer Name: �` : _ _ _ Vadnai,Liza,•_, .. ,,Based On: "IRC 2006/IBC 2006 _ ,_ Address: 1555 Bay View Ave ASCE Code: ASCE 7-05 _� , ry n, . City/State: Southold,_ —.._. NY �._ ..Risk Category: a.� __ II:__ _R__.___..—_.. Zip Coder 11971 Upgrades Req'd?^ No __ ;•°' Latitude'/Longitudes- 41:086799 e�� =72.404741___ r , Stamp Req'd? ��Yes � _� r _ SC Office: Long Island PV Designer: Nathan Sterk Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 - Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19994 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE`VICINITY MAP ` 1 R N. ,_ayTo�wn`Beach '�`ir,:, f (S) :x� , -_44 e'-`'lie '' ' • ....... , it::*440..... 'A - N. Vr*r '� -S ' # #e' d,hk v% -,... 4,., . * .i..2,... 1 i .:t .i• , ._.. W= �� ds� ' tis - ong Creek 9� ' • o a. 4. i O { C” NI lata •"2015 Google Imagery -2015 , DigitalGlobe, New York GIS, USDA Farm Service Agency 1555 Bay View Ave,Southold, NY 11971 Latitude:41.086799,Longitude:-72.404741,Exposure Category:C r STRUCTURE ANALYSIS- LOADING'SUMMARY AND MEMBER CHECK`- MP3 ' `' . ,- --,- ' -> ,. ' ° . Member Properties Summary ":,_ ' , . ' ; ., . . ' MP3 , , . - , ,' "Horizontal Member Spans . Rafter Properties - - _ - _ .-. Overhang 2.16 ft Actual W 1.50" Roof System Properties -' - Span 1 - , 6.40 ft' • . ' Actual D' - 5.50" '- Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material ' : , - - ".,,. - Comp Roof - Span 3- .- , ; -_ - ' A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing - - ' Yes. Span 5 -. - , - . IX -20.80 in.^4 Board Sheathing Solid-Sheathing Total Rake Span 9.37 ft TL Dern Limit 120 Vaulted Ceiling ' - . - No -PV 1 Start -- 1.67 ft Wood Species SPF- Ceiling Finish 1/2"Gypsum Board PV 1 End 8.42 ft Wood Grade #2 Rafter Slope _ - - ' - - - 24°.- _ PV 2 Stmt ' - . ' ._ - Fb, 875 psi. : , Rafter Spacing 24"O.C. PV 2 End F„ 135'psi Top Lat Bracing ; - --- Full - ' , PV 3 Stait • - - ' -E -1400000 psi . Bot Lat Bracing At Supports PV 3 End Emin 510000 psi , . , Member Loading Summary , , . n , _ ° . , , ` ' Roof Pitch , ` , , ' ; 6/12, -Initial Pitch Adjust 'Non-PV Areas°, ' PV Areas Roof Dead Load DL 11.5 psf x 1.09 12.6 psf _ 12.6 psf PV Dead Load - . -PV-DL - 3.0 psf' x 1.09 - . -. - 3.3 psf , 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 I x'0.7 14.0 psf ' 14:0 psf Total:Load(Governing LC) ,. - TL , ' ' •"26.6 psf ,' 29.9,psf, ° , Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 ' - ' Member Design Summary(per"NDS),' ra ' , - : .. , -, Governing Load"Comb . . .. - CD .. . , ' CL(+) `,, . 'CLQ(-)' , CF' , _. Cr' .- . ,D;+ S 1.15 . ., 1.00 -.0.86• ' "' 1.3 '. 1.15' . .- - `. . ., - " , ` . . -. Member-Analysis Results Summary" ° .` .. , " - ,.Maximum,' .- Max Demand ,@ Location ^ :-;.:Capacity • ,DCR 'v ` Load Combo,•= Shear Stress 47 psi 2.2 ft. 155 psi 0.30 D+S Bending(+)Stress '. - , - , , 389-psi, - .. 5.7"ft: 1504.psi " f 0.26 - D+S Bending(-)Stress -202 psi _ 2.2 ft. -1296 psi 0.16 D+ S Total Load-Deflection - -- 0.07 in. I L./1204 ;... 5.5 ft. ' - - 0.7-in:-'I L/120 ' -0.10 ,_. .D+S [CALCULATION OF DESIGN WIND LOADS'r`MP3 , ' Mounting Plane Information , - . __._ Roofing Material —__7_____-____„____----- Comp Roof ____ __ ^ ___ PVSystemType _____''.____ ` . � SolarCity SleekMountTm ,'. ' ___ ::___—�___ Spanning Vents _ _ _ No _ _ Standoff(Attachment Hardware) _ . - - _-- Comp Mount Tvae C _ Roof Slope24° Rafter Spacing____,__ ----_ __—__._______— _24"O.C. ,.-:._—_— Framing Type/Direction Y-Y Rafters �— —�� Purlin Spacing._...___-____ ____-__ X-X Purlins Only_____-._:_____.__________ NA Tile Reveal _ Tile Roofs Only_ _ _ _ NA_ __._ _ _ tile Attachment System .__ Tile Roofs Only • � - " NA _,-. _ _. _ _____._~l_____ _ Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria = - . Wind Design_Code _ _ ASCE 7-05 __ Wind Design Method ._____. —_-_ T 77---!_-Pa'rtially/Fully Enclosed-Method �___ __` ��� Basic Wind Speed __ V ___ ___ 120 mph _�__ _ _ _Fig. 6-1 Exposure Category _ __ _ —_____ �_ ___� -C T __._ —__ Section 6.5.6.3,_, Roof Style Gable Roof Fig.6-11B/C/D-14A/B__ Mean Roof Height -__ , h-�T�__ _ 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ _ KZ _ _ �_^ 0.85 ^^T_� _ _Table 6-3_ Topographic Factor. __ '- Kit__..._ __—_._ _ ____ -__ 1.00 ' Section 6.5.7-_._ Wind Directionality Factor ______ Kd .�4- _.Y._-__.� 0.85 T Table 6-4 Importance Factor I 1.0' _• • . Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(KN zt)(Kd) ^2)(I) Equation 6-15 26.6 psf ' Wind Pressure Ext. Pressure Coefficient(Up) GC,,(Up) -0.87 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 Num • -23.3 psf . Wind Pressure Down , P(down) 11.9 psf ALLOWABLE STANDOFF SPACINGS ' , __ a �_' IE • X-Direction Y-Direction Max Allowable Standoff Spacings—__, _Landscape _ 72" _ 39" x All Maowable Cantilever`_=___ Landscape __� ___~ 24"'____ _. _ �_ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area ___ _ Trib • .-_ _ _ 20 sf �______ ____ PV Assembly Dead Load W-PV _ 3.0 psf wind Uplift at Standoffs_-__ ]T-actual _J___ — -426 lbs __ __�T�_=__ _' =_ Net Uplift Capacity of Standoff ______ T-allow _ T____^ 500 lbs __—____ ___ _ Standoff Demand/CapacityT - DCR - 85.1% ' X=Direction' Y-Direction Max Allowable Standoff Spacing _ Portrait 48" 66" Max Allowable_cantilever. _ _ Portrait_ _. - _�__ _ __ �17"_� _� ���_� NA____.P_ Standoff Configuration Portrait Staggered Max Standoff Tributary Area __—__.._ Trib -__�— __ 22 sf __ - _ ' - PV Assembly Dead Load _ _W-PV 3.0 psf Net Wind UpliftatStandoff ____� T-actual . M vim_ -47416s �—---7-7—' Uplift Capacity of Standoff _T-allow _,__ __T! 500 lbs T� _ ____�vT__ Standoff Demand/Capacity DCR 94:8%' - iSTRUCTURE°ANALYSIS LOADING SUMMARY AND MEMBER=CHECK-'MP4- , .• ' ° - Member PropertiesaSuMMary. - ° ' MP4 ' ' = - .Horizontal:Member Spans .° , . ,,:.Rafter Properties.' , Overhang 2.16 ft Actual W 1.50" , Roof System'Properties , . , Span 1 . 16.15 ft . Actual D - , -- 7.25" - , Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material ,• .- -Comp Roof Span 3- - . ' A 10.88 m.^2 Re-Roof No Span 4 Sx 13.14 in.^3 Plywood Sheathing - - -Yes-- -. : Span 5 - - , . . IX . 47.63 in.^4 Board Sheathing Solid-Sheathing Total Rake Span 20.04 ft TL Defl'n Limit 120 Vaulted Ceiling, - . - No . - ' - 'PV 1 Start . . ;.1.25:ft ,- Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 17.92 ft Wood Grade #2 Rafter Slope ,' ° _ - 24° • ' . PV 2 Start - Fb 875 psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing - ., ' •Full' - -. -PV 3 Start ,•.- . . E -1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading°Summary • , .Roof Pitch .. - , 6/12 A ,. - -Initial - Pitch-Adjust . , 'Non=PV Areas ' ' PV.Areas Roof Dead Load DL 13.0 psf x 1.09 14.2 psf 14.2 psf PV Dead Load - - ' PV-DL- - 3.0 psf x 1.09 • ` - '3.3 psf 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 I x 0.7 ., 14.0 psf 14.0 psf . Total Load(Governing LC) ° • - "TL ° , ` - ° 28.2 psf °.F L '31.5 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 Summary(per NDS). : Governing L'oad.Comb CD" • : CL(+)- . :,-CL(-) .y ,'CF °° '. ` Cr - ,- - r _ - ° ' D+-S _ ' 1.15 ` ' - 1.00 '•. 0.35; - ° ..112"--,•. ' ' -1.15" „ - . ° ' , " • ; , Member Analysis Results Summary ' : ' x `- ' - Maximum' Max'Demand ` @Location Capacity ° DCR Load Combo Shear Stress 50 psi 2.2 ft. 155 psi 0.32 D+S Bending(+)Stress -- . ' ' - `-i - 1209'psi' 10.4 ft. . . 1389 psi ..- 0.87 D+S Bending(-)Stress -84 psi 2.2 ft. -483 psi 0.17 D+S Total Load Deflection 1.11 in. I L/191 ,10.3 ft. _ 1.77 in. I L/120 , . 0.63 - D+S . — , CALCULATION OF ..MP-4.---------—7.---------——1-_-_—_—_-_-1711__,--7j Mounting Plane Information Roofipg_Material Comp Roof PV System Type SolarCity SleekMountTm Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope24° _ Rafter Spacing 16"0.C. Framing Type/Direction Y-Y Rafters Purim Spacing X-X Purlins Only NA _ Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Orijy NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 _ Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 120 mph Fig. 6-1 Exposige Category C Section 6.5.6.3 Roof Style Gable Roof Ag.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 KEt 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 qh =0.00256(Kz)(Kzt)(Kd)(VA2)(I) Velocity Pressure qh 26.6 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient(Up) GC p(Up) -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC p(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up Num -23.3 psf Wind Pressure Down Prdovim) 11.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction 1 Max Allowable StandoffSpacing_ Landscape 6411 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf NetWind Uplift at Standoff T-actual -378 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 75.7% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever_ _. , Portrait 17" NA Standoff Configuration Portrait Staggered Max 5tandoff Tributary Area Tri .b 22 sf PV As_sembly Dead Load W-PV 3.0 psf ___ Net-0nd Uplift-at Standpff - T-actual -474 lbs - --- Uplift-Capacity of Standoff T-allow 500 lbs _ _ StandOff Demand/Capacity DCR 94.8% : t,-..:_it (::::5- -kcfc._> ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING COMPLY WITH ALL CODES OF DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ' D 6S NQ ` NEW YORKSTKIE & TOWN CODES EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING ps B.P. 0 // 3� AS REQUIRED AND CONDITIONS OF O EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSI110N, DATE: -_. FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE FEE. _.,.._ E2,__"- BY: / SO SA GALV GALVANIZED HAZARDS PER ART. 690.17. NOT t Y BUILDING DEPARTMENT AT n r} plq� INS G_D GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE tjNO , GND GROUND MULI1WIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 1802 8 AM TO 4 PMFOR THE Snl,Tnrr�IAIMTaIIcTEES HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. FOLLOWING INSPECTIONS: v UC I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 1. FOUNDATION - TWO REQUIRED ikj ',P.DEC - Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOR POURED CONCRETE Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 2. ROUGH - FRAMING,& PLUMBING kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 3. INSULATION kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 4. FINAL - CONSTRUCTION MUST CAN LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). BE COMPLETE FOR C.O. USE IS MIN MINIMUM 8. ' ALL WIRES SHALL BE PROVIDED WITH STRAING (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY ALL CONSTRUCTION SHALL MEET THS NEUT NEUTRAL UL LISTING. REQUIREMENTS OF THE CODES OF NEW WITHOUT T IFI CATE NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE YORK STATE. NOT RESPONSIBLE FOR OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE • DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. RETAIN STORM WATER RUNOFF S STAINLESS STEEL ELECT!' ;CAL PURSUANT TO CHAPTER 236 STC STANDARD TESTING CONDITIONS TYP TYPICAL � �� ��� � OF THE TOWN CODE. UPS UNINTERRUPTIBLE POWER SUPPLY - V VOLT ' Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc -VOLTAGE AT OPEN CIRCUIT W WATT °. . ,� " PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT , ,,_ ' • t . PV2 SITE PLAN � ,., ,, • y ,,;may, i PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES 1' le ; PV5 THREE LINE DIAGRAM ' * `' -.'""« Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 '•: , ;r ` 'gid • 2. ALL ELECTRICAL WORK SHALL COMPLY WITH -:':"'-'''-g{ .` * ' THE 2008 NATIONAL ELECTRIC CODE. : .- T �'' MODULE GROUNDING METHOD: ZEP SOLAR 0;' ' 4. .° '� #. " 'REV BY DATE COMMENTS AHJ: Southold Town ' . 2 ' s L � MUM DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric lr ''e fr. r • • ' '" - - I©©© * , & Gas co.) ��,=2015 , DigitalG be, New York GIS, USDA Farm Service Agency©©© J B-119828 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIALJ DENIIAL—THE INFORMATION HEREIN OB NUMBER: 113,501arCitY CONTAINED SHALL NOT BE USED FOR THE VADNAI, LIZA VADNAI RESIDENCE Nathan SterkBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1555 BAY- VIEW AVE 7.685 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH a 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (29) Hanwha Q—Cells # Q.PRO G4/SC 265 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: T:(650)636-1028 F.(650)636-1029 ABB I PVI-6000—OUTD—US—Z—A • - (917) 284-2949 COVER SHEET PV 1 8/31/2015 (888)—SOL—CITY(765-2489)www.solarcity.com i PITCH: 24 ARRAY PITCH:24 **IP MP3 AZIMUTH:220 ARRAY AZIMUTH:220 1555 Bay View Ave MATERIAL:Comp Shingle STORY: 1 Story PITCH: 24 ARRAY PITCH:24 01Ilt ` MP4 AZIMUTH:220 ARRAY AZIMUTH:220 MATERIAL:Comp Shingle STORY: 1 Story (E)DRIVEWAY OF NEIN Front Of House *,. Ilk �,`)�N,K�ZAcy�O�(' ''''i,.„:Iv,, I • .A4‘ F) tot Eel z • (_g 6,01365- (e.,, ROFESSIOP� ��gWW,th LEGEND �` P/Mr% ® (E) UTILITY METER & WARNING LABEL � A O VAIMVAC-Ilatilligi ® INVERTER W/ INTEGRATED DC DISCO • ,% D , M 1W4 ' �, , & WARNING LABELS X L" �`'� .x DC DISCONNECT & WARNING LABELS 0 ° O P4° a �`��` ® AC DISCONNECT & WARNING LABELS c 0 �� ,.A. ► % �,. Q DC JUNCTION/COMBINER BOX & LABELS kik\ i/�� ,'= i:milptAlltra DISTRIBUTION PANEL & LABELS d—o 0 0 0 0 O t B I��/�t ♦�I ® 0 0 0 0��- 9 �/,'♦.. LOAD CENTER & WARNING LABELS �-e 0 0 0 0 0 0 0 0 MP3 0 O DEDICATED PV SYSTEM METER Dunlolaced gated" .. ,' � Q ® . � ` Q STANDOFF LOCATIONS � D , '� •,rgi ®®® CONDUIT RUN ON EXTERIOR �/, _ CONDUIT RUN ON INTERIOR \ •`\ GATE FENCE lit ,''�/ '� Q HEAT PRODUCING VENTS •ARE RED �,.Al , ., ,. P ' ,, 1, 'i INTERIOR EQUIPMENT IS DASHED ilk I ,111141 SITE PLAN '�/ ��, Scale: 3/32" — 1' �p�� 1 . 4 ',�, 01' 10' 21' y, r CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-119828 00 PREMISE OWNER: DESCRIPTION: DESIGN:VADNAI, LIZA VADNAI RESIDENCE - to BENEF T O SHALL NOT EXCEPT USED FOR THE Nathan Sterk �\,SOIa f�l�� BENEFIT OF ANYONE SOLARCITY INC., MOUNTING SYSTEM: �a.= NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1555 BAY VIEW AVE 7.685 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES SOUTH OLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (29) Hanwha Q—Cells # Q.PRO G4/SC 265 3055 Clear/leo Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: T:(650)638-1028 F:(650)638-1029 ABB # PVI-6000—OUTD—US—Z—A (917) 284-2949 SITE PLAN PV 2 8/31/2015 (888)—SOL—CITY(765-2489)www.solarcity.com it's - , 6 0 I M (E) LBW -V iiiIniiiniMEMEMEN ' 4" _2„ ji 16'-2" Or, SIDE VIEW OF MP3 NTS I (E) LBW MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES SIDE VIEW OF MP4 NTS LANDSCAPE 72" 24" STAGGERED D PORTRAIT 48" 17" ROOF AZI 220 PITCH 24 MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES RAFTER 2x6 @ 24"OC ARRAY AZI 220 PITCH 24 STORIES: 1 LANDSCAPE 64" 24" STAGGERED CJ. 2x6 @24"OC Comp Shingle PORTRAIT 48" 17" ROOF AZI 220 PITCH 24 __ - RAFTER 2x8 @ 16"OC ARRAY AZI 220 PITCH 24 STORIES: 1 C.7. 2x8 @16"OC Comp Shingle , PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT . (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) ....._. HOLE. (4) --(2-) POLYURETHANE PILOT HOLE WITH ZEP COMP MOUNT CAvi.vi5. POLYURETHANE SEALANT. ZEP FLASHING C `W (3) INSERT FLASHING. (E) COMP. SHINGLE i ;momimr-- ; milmr.- (4) PLACE MOUNT. NEhy(E) ROOF DECKINGVAILMI INSTALL LAG BOLT WITH /".---6-F 1\.K' zqC Y� ' 5/16" DIA STAINLESS (5) MIMI (\) SEALING WASHER. yF��7- STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES i I/ I6Q�'il\^;`t INSTALL LEVELING FOOT WITH I t ,'�1 WITH SEALING WASHER (6) r- "' " � BOLT & WASHERS. � Y _� cu (2-1/2" EMBED, MIN) ,: -- (E) RAFTER •-',.0,,`'91365" ,o,Q�7 65 NP\,,'/ eD STANDOFF EssiO Scale: 1 1/2" = 1' J B-119828 0 Q PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL A NE INFORMATION USED HEREIN JOB NUMBER SolarCity CONTAINED SHALL NOT BE USED FOR NE VADNAI, LIZA VADNAI RESIDENCE Nathan Sterk BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1555 BAY VIEW AVE 7.685 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (29) Hanwha Q-Cells # Q.PRO G4/SC 265 3055 GeaMew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DAZE: San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER T:(650)638-1028 F:(650)638-1029 (917) 284-2949 ABB # PVI-6000-OUTD-US-Z-A STRUCTURAL VIEWS PV 3 8/31/2015 (888)—SOL—CITY(765-2489)www.saiarcIty.com • , 'J UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL—THE INFORMATION HEREIN - JCB NUMBER: JB-119828 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: NtN, VADNAI, LIZA VADNAI RESIDENCESolarCity CONTAINED SHALL NOT BE USED FOR THE Nathan Sterk BENEFIT OF,ANYONE EXCEPT,SOLARCITY INC., MOUNTING SYSTEM: �••� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1555 BAY VIEW AVE 7.685 KW PV ARRAY PART TO OTHERS OUTSIDE NE RECIPIENT'S MoouLEs SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 aearNew Way THE SALE AND USE OF THE RESPECTIVE (29) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: 1(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVT-6000—OUTD—US—Z—A (917) 284-2949 UPLIFT CALCULATIONS PV 4 8/31/2015 (888)—SOL—CITY(765-2489)www.solarcftycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE ' BOND (N) #8 GEC TO (E) GROUND ROD Panel Number:NoMatch Inv 1: DC Ungrounded INV 1 -(1)ABB # PVI-6000-OUTD-US-Z-A LABEL: A -(29)Hanwha Q-Cells # Q.PRO G4/SC 265 ' AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:56 523 373 Tie-In: Supply Side Connection FCI Inverter; Zigbee 6000W, 240V, 96.5% - PV Module; 265W, 241.3W PTC, 40mm, Bik Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38.01 Vpmax: 30.75 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E 100A MAIN SERVICE PANEL E) 100A/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity CUTLER-HAMMER _ O Disconnect O InvertABB INDX A Dc+ Vstart= 200V + i :R: B 35A PVI-6000-OUTD-US-Z-A Da MP 3,MP 4: 1x9 ` -tr -J_ • EGC 100A 2P s �� ® Dc+ ;- TVstart= 200V / o m IEi 1 I I N �� DC- I 3 (RICH I�� (E) LOADS GND _ EGC/ rr DC+ (I J _p m IO m v I I GEC 1 • N ,_ DC- J 1 MP 4:•2x10 �`--�"/I :' J I GND � EGC L __ __,r �, J r---- V (1)Conduit Kit; 3/4° EMT N I- ; I • Z-z T^ GEC4 ` TO 120/240V SINGLE PHASE UTILITY SERVICE ' - II 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 POI-(3)ILsca#IPC 4/0-16 B -(1)CUILER-HAMMER#DG222NR8 /A C A -(1)SolarC I 4 STRING JUNCTION BOX DC Insulation Piercing Connector, Main 4/0-4, Tap 6-14 Disconnect; 60A, 240Vac, Fusible, NEMA 3R /y 2x2 STTtGS, UNFUSED, GROUNDED SSC-SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER #DG100NB Ground/Neutral Kit; 60-100A, General Duty(DG) AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER-HAMMER'#DSI6FK " Class R Fuse Kit -(2)Fuse Z3SSHA WSUT#TR35ass RK5 PV BACKFEED OCP -(1)AWG#6, THWN-2, Black -(1)AWG#8, THWN-2,Black (1)AWG 110, THWN-2, Black Voc* =429.13 VDC Isc =18.46 ADC -(2)AWG#10, PV Wire, 600V, Black Voc* =386.22 VDC Isc =9.23 ADC ©`-(1)AWG#6, THWN-2, Red O §-(1)AWG#8, THW'l-2, Red (-i- (1)AWG#10, THWN-2,Red Vmp =307.5 VDC Imp=17.24 ADC (...7 4'-(1)AWG#6, Solid Bare Copper EGC Vmp =276.75VDC Imp=8.62 ADC (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 MC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 MC, (1)AWG#10, THHN/THWN-2,Green EGC -(1)AWG#6, Solid Bare Copper GEC -(1)Conduit Kit; 3/4'EMT _ _ -(1)AWG#8, 1HWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4'EMT -(1)AWG#10, THWN-2,Black Voc* =386.22 VDC Isc =9.23 ADC (4)AWG#10, PV Wire, 600V, Black Voc* =429.13 VDC Isc=9.23 ADC ®-§-(1)AWG#10, THWN-2,Red Vmp =276.75VDC Imp=8.62 ADC O g (1)AWG#6, Solid Bare Copper EGC Vmp =307.5 VDC Imp=8.62 ADC (1)AWG#10, THHN/THWN-2,Green EGC - • PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION'HEREIN JOB NUMBER: J B-119828 00 LIZA VADNAI RESIDENCE Nathan Sterk `N% CONTAINED SHALL,E T BE USED INC., VADNAI, .,,So�arCity t. BENEFIT OF ANYONE EXCEPT SOLARCITYDFOR IMOUNTING SYSTEM: �.�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 1555 BAY VIEW AVE 7.685 KW PV ARRAY PART TO OTHERS OUTSIDE NE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH NODULES: SOUTHOLD, NY 11971 THE SALE AND USE OF THE RESPECTIVE (29) Hanwha Q-Cells # Q.PRO G4/SC 265 3055 Qearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: (917) 284-2949 PV 5 8 31 2015 x:(650)638-1028 F:(650)638-1029 ABB # PVI-6000-OUTD-US-Z-A THREE LINE DIAGRAM / / ( )-SGL-QTY(765-2489)www•solarcttycom • WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC)(INV) Per Code: - Per Code: Per Code: ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD NEC 690.31.G.3 NEC 690.17.E NEC 690.35F DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ( ) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZEDUNGROUNDED AND INVERTER IS IN THE OPEN POSITION Iv1AY BE ENERGIZED UNGROUNDED DISCONNECT Per Code: NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER- (DC)(INV) INTERCONNECTION Per Code: A POINT CURRENT(Imp) Per ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 MAXIMUM POWER- Per Code: HAZARD,DO NOT TOUCH POINT VOLTAGE(Vrnp) V NEC 690.53 TERMINALS_,TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM 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 Label Location: OPERATING VOLTAGE WARNING (DC)(INV) Per Code: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NEC 690.5(C) ' NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (P01) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64.6.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC)(CB) ELECTRICAL SHOCK HAZARD Per Code: Label Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D)(P01) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.6.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label Location: WARNING (P01) Per Code: Label Location: INVERTER OUTPUT NEC 690.64.B.7 CONNECTION PHOTOVOLTAIC AC (AC)(P01) DO NOT RELOCATE (AC):AC Disconnect DISCONNECT Per Code: THIS ODER CURRENT (C): Conduit NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC _ A (AC)(P01) (LC): Load Center OPERATING CURRENT Per Code: (M): Utility Meter • MAXIMUM AC _ V NEC 690.54 (P01): Point of Interconnection OPERATING VOLTAGE CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 064 X 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set �����' 7.(650)638(-716052-8248750)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� ®���'�� (888)-SOL{177www.s°larclty.mm SOLARCITY EQUIPMENT, ®1THOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° =r SolarCity I ®pSolar Next-Level PV Mounting Technology 'iSSolarCity I ®pSolar Next-Level PV Mounting Technology • IIPZep System Components ` , for composition shingle roofs ,i•=' <, ' '•- .f„."' ` n - ., _ , , � � _ �`�.Up roof : .ii.ra r ti _ Ground Zep - (Kay see shown) w - , Leveling root - .401161.--- --— -.C.---.. ,, cit', \-\\ VIOL a=-,. ..'...'.` -''-='-Nr, ..,-i;:. - \\•.....2., NN ,a- Zep Compatible W Modulo ' -'—'—' �_KC. ti_ r 't. 1,,...� 7.cp Groove - ..-^"' ' 3 p-. - Root Attachment _ . Array Skirt -_ �f - ..'' gi ' s„ glij- - . .. NQ a�tomPAr, Description ` i0� '� ..,0 4 PV mounting solution for composition shingle roofs \l\ �r�o� �' .gMPPT • Works with all Zep Compatible Modules - c.. \11 i MB • Auto bonding UL-listed hardware creates structual and electrical bond �� OUSTED • Zep System has a'UL 1703 Class"A"Fire Rating when installed usingComp Mount Interlock Leveling Foot modules from any manufacturer certified as"Type 1"or'Type 2" . Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 ", • Designed for pitched roofs • Installs in portrait and landscape orientations L 11 I • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 \ 1111111*. •WWind tunnel report to ASCE 7-05 and 7-10 standards �1 `'� —" Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 \� Mill • ,Zep System bonding products are UL listed to UL 2703 - F"• Engineered for spans up to 72"and cantilevers up to 24" ts.s:t1tkik • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice'Patents and Apps zspats cow responsible for venfying the suitability of Zep Solar's products for each use Specifications are subject to change withoit notice Patents and Apps zspats corn 02 27 15 ZS for Comp Shingle Cutsheet Rev 04 pdf Page: 1 of 2 02 2715 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 • Additional highlights. ...,... ----...,7--.7,-:-:,--.- ° Solar inverters — RS-485 communication interface ABB string inverters (for connection to laptop or data , PVI-5000/6000 TL-OUTD1 I' - Integrated Arc Fault Detection and 5kW t� 6 kW Interruption(-A Version). 1 . C ' tS h=am-tea-.,z. , ' Technical data and types „ - Type code PVI-5000-OUTD-US PVI-6000-OUTD-US Aif ;Input side .' J " (. 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 °i Absolute maximum voltage(Vmax) 600V --- - Start-up voltage(Vstart) 200V(ad).120-350) ( Full power MPPT voltage range 200-530V ! Operating MPPT voltage range 0 7 x Vstart-580V t Maximum current(Idcmax)for both MPPT m parallel 36A _ Maximum usable current per channel 22A t..--(°°°°.*" ' 4 Number of wire landing terminals per channel 2 Pairs 0,_" ; °) Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 ,..=-y^ (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 frequency60Hz Adjustable grid frequency range 57-60.5Hz Maximum current(l,, )Aa,,,� 27A. 23A. 20A. 30A. 28A. - 24A,,s The wide input voltage range Highlights: Power factor >0 995 Designed for residential and small Total harmonic distortion at rated power <2% g p p commercial PV installations,this makes the inverter suitable to low _ Single phase and split phase output 36.25 Apk/ 36 5 Apk/ 31.75 Apk/ 36 25 Apk/ 36.5 Apk/ 31 75 Apk/ power installations with reduced Contributory fault current 25.63A,,, 25.81AR _ 22 45A, _25.63A,,° 25 81A. 22.45Aams inverter fills a specific niche in the grid connection. Grid wiring termination type - Terminal block,pressure clamp,AlrG14-AWG4 ABB product line to cater for those string size. - Wide input range for increased I input i 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 Vanstor,2 for each channel 97.1%. PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) algorithm offers real time power (Output This inverter includes dual input Free remote monitoring capability tracking and improved energy Anti-islanding protection Meets UL 1741/IEEE1547 requirements Meets UL 1741/IEEE1547 requirements 9 section to process two strings with available with every installation.This harvesting. Over-voltage protection type Vanstor,2(L,-L(/L,-G) Vanstor,2(L,-LZ/L,-G) Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A enables homeowners to view their independent MPPT. - Outdoor NEMA 4X rated enclosure )Efficiency I The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 97.1% algorithm offers real-time power a proactive and economic way of environmental conditions. CEO efficiency 96% 96 5% 96.5% 96% 96 5% 96 5 maintaining and troubleshootingthe User interface Graphic display Graphic display tracking and energy harvesting. - Integrated DC disconnect switch loperating'performance' . - 1. Flat efficiency curves ensure high system in compliance with international Stand-by consumption <8WRnns <8W,,,,,, efficiency at all output levels ensunng Standards(-S Version). Night time consumption <0 6W,,,„, <0 6Wa„G 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) range.power outputWired local monitoring(1xRS485 incl.) PVI-USB-RS485_232(opt) p 9 (Environmental , „”, 1 This outdoor inverter has been -13°F to+140°F(-25°C to+60°C)with designed as a completely sealed unit to Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) 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)@lm <50 db(A)@1 m Power and productivity IL 11,! Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) _ 2.Inverter can apply that much current-Breaker will open for a better worldT" P91,IP,. 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD / MECIiANICALSPECIFICAfIDN'--. °. f ,$ .- - -- Format 65 7 in x 39.4 in x 1.57 in(includingframe) a>•°°...n i (1670 mm x 1000 mm x 40 mm) a,.�u �"APOSO°" _ I Weight 44 09 Ib(20.0 kg) �^• (01.0•0.171•111 v. s - ! i Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass 3 with anti-reflection technology- _ ❑--„....°w ,....- -i''''°-7- , a� M _ __a,-v' _ , Back Composite film -s +- ,,..,,�,..,, Cover - , ” 1 Frame - Black anodized ZEP compatible frame .�.• -lam"'". ` -- - >� Cell 6 x 10 polycrystalline solar cells .______._ _ I , , ' Junction box Protection class IP67,with bypass diodes i .�•.w^.wa'mirv.m °'O'"n' l e 4 - I I-Cable 4 mm'Solar cable,(+)x47.24 in(1200 mm),(-)x47 24 In(1200-mm) - Ci ,.1,,�� ° ,°wH,,,.°, ' Connector Amphenol,Helios H4(IP68) Loam,-^'2- I p R _ 4 EL ICSH s m S _ ° ■ ■ ■ \ / ' C255-265 EORM NCE TSANkCTERSTC C; 5 - . ._. ._ ` PERFORMANCE AT STANDARD TEST CONDITIONS(STC 1000 W/ma 25 C AM 1.5G SPECTRUM)1. i I POWER CIA -OW) [W125V, 255 260 265 ' \ _ 3 I Nominal Power Pa„ IW] 255 260 265 POLYCRYSTALLINE SOLAR MODULE ) Short Circuit Corton I5e [Al 907 9.15 9.23 I + Open Circuit Voltage Va WI 37 54 37,77 38,01 1 Current at P,°, I,,,, [Al 8,45 853 -8.621 Voltage at PWT VNn M 30 18 30.46 30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications,with �1 i Efficiency(Nominal Power) ii l%1 a15.3 a15 6 uT- 315.9 ; ' I I PERFDRMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 WA-W:45±3'C.AM 1 5G SPECTRUM)? a black Zep CompatibleTM frame design for improved aesthetics, opti- 1----+--1 i _ ...„ _._ SS r _. mized material usage and increased safety.The 4th solar module genera- I i % shDrtEClro�uitQBrteW/-DW) Isr M] 255 260 265 tion from Q CELLS has been optimised across the board: improved output � - Nominal Power P°„ [wl 18x.3 192 0 195 7 I P p P ,, �] 731 7.38 744' yield, higher operating reliability and durability,quicker installation and p -- - .- -- - V . _ i i# , ' i Open Clreu(t Voltage V„ M 34.95 35 16 35.38' more intelligent design. — -- --.-_ - f' r i Current at P1°, IR„ [Al _{ 6 61 ,-_ - _ 6 68- -,- -- 6.75 } t t � `Voltage at Pa„—---- - -' . . 28 48 - -. 28.75 --- - - 29 01 1 19., ' 'Measurement tolerances STC:3%(P,^w),±10%(I�,Va,In,„,Vm„) 'Measurement tolerances N-06-T-±5%(P,,,,,),±10%(I,°,V¢,Im,�,V,,,,,) -1--: INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY - i Q CELLS PERFDRMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, _ At least 97%of nominal power during if'm- r--r r -1- n -T- '11:- w °.°,ewo..�w, first year Thereafter max.0.6%degra- and temperature behaviour. plus long-term corrosion resistance due ss m a _wm,°�°b1eid,,,,,e ,,,_-- _-- � L � ,_- I ,F.o m 4 �,,, dation per year 5 ' i i , ' •Certified fully resistant to level 5 salt fog to high-quality I——`— ; ;. At least 92%of nominal power after -- -- --� •Sol-Gel roller coating processing. I a \ A0east C m---' -_r_----- --yy =m- r t," av At(east 83%of nominal power after c ENDURING HIGH PERFORMANCE `I'" g 25 years I m y. I •Long-term Yield Security due to Anti EXTENDED WARRANTIES 7 All data within measurement tolerances m wo s� ri am IMO 10 Full warranties In accordance with the PID Technology',Hot-Spot Protect, •Investment security due to 12-year , I(. { , wamantyterms afthe QCELLS sales s IRRADIANCEw/m' organisation of your respective country, and Traceable Quality Tra,QTM. product warranty and 25-year linear m The typical change In module efficiency at an Irradiance of 200 W/m'in relation !=:=7"..!;=74M -- "-- •Long-term stability due to VDE Quality performance warranty2. ° m YFMS to 1000W/m'(both at 25°C and AM 1 5G spectrum)is'2%(relative). Tested—the strictest test program, , TEMPERATURE COEFFICIENTS(AT 1000W/NP,25°C,AM 1,50 SPECTRUM) Ci CELLS SURD RESEARCH , Temperature Coefficient of I. a [%/K1 +0 04 Temperature Coefficient of Voc [% 0/10 - 30 I ti SAFE ELECTRONICS -Top Bpi°PM , Temperature Coefficient of Pm„ y [V/K] 0 41 NOCT [71 113±54(45±3°C)1 MOdUL.°S 1, nfn:.t•,4ita: , .. 4: . g , A. t _/ w ,. •Protection against short circuits and PROPERTIES FOR SYSTEM DESIGN s t .a ,4`, - 1 ,, A 1. C „ _ _ ° 4 o thermally induced power losses due to ',,,2015 -s:r Maximum System Voltage V,,, WI 1000(IEC)/1000(UL) Safety Class II breathable junction box and welded i/-"""-`ce Maximum series Fuse Rating [ADC] _ zo_ Fire Bating c/TYPE 1 Max Load(UL)' [lbs/N'1 50(2400 Pa) Permitted module temperature -40°F up to+185°F cables. on continuous duty (-40°C up to+85°C) VDE Phnt n, Load Rating(UUP [lbs/ft'1 50(2400 Pa) 'see installation manual Quality Tested , QCMS n QUALIFICATIONS AOh NCERTIFI CATES" . ' ` 4 i- PACKAGING INFORMATION r . a '>' ;s v ,ee,my u.e Bart DoNnysfanma „tea s°urmeaut,20ta i UL 1703,VDE Quality Tested,CE-compliant, Number of Modules per Pallet 26 P°�"`-°`"•'"`° j p°'DL"'s `;' IEC 61215(Ed 2),IEC 61730(Ed 1)application class A --------- - _. _____. __._-.._ .__. _ .._.____..�_._, g , THE IDEAL SOLUTION FOR: ID 400325e7 !!!!!°-!'!"... ' Number of Pallets per 53'container_ 3z 1 - oMPAt -n �-� L , Rooftop arrays on V SA® fig` rAk Number of Pallets per 40'Container _ v 26 residential buildings Qc°M'4) D E C E c dCPus j ,. Pallet Dimensions(L x W x H)- 68 7 in x 45.0 in x 46 0 in !�, <aeop (1745 x 1145 x 1170 mm) i i _ Pallet Weight 1254 lb(569 kg) ' ,rt v NOTE Installation instructions must be followed See the Installation and operating manual or contact our technical service department for further information on approved installation and use of 1 APT test conditions Cells at-1000V against grounded,with conductive metal foil covered module surface, ACOMPfA��� this product WarranTy void ifnon-ZEP-certified hardware Is attached to groove in module frame ,§. 25°C,168h • See data sheet on rear for further information. Hanwha O CELLS USA Corp. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA!TEL+1 949 748 59 96 1 EMAIL q-cells-usa@q-cells corn I WEB www q-cells us Engineered in Germany Q CELLS Engineered in Germany Q CELLS