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HomeMy WebLinkAbout38543-Z ytFFO(f Town of Southold Annex 1/16/2014 P.O. Box 1179 54375 Main Road * Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36716 Date: 1/16/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 250 Wild Cherry Way, Greenport, SCTM 473889 Sec/Block/Lot: 52.-3-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/18/2013 pursuant to which Building Permit No. 38543 dated 12/3/2013 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 electric solar panel system as applied for. The certificate is issued to Ohriker, Anita (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38543 1/14/14 PLUMBERS CERTIFICATION DATED o Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 52, Pd TOWN CLERK'S OFFICE $ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 38543 Date: 12/3/2013 Permission is hereby granted to: Ohriker, Anita 67-35 Yellowstone Blvd Forest Hills, NY 11375 To: construct a roof mounted electric solar panel system as applied for At premises located at: 250 Wild Cherry Way, Greenport SCTM # 473889 Sec/Block/Lot # 52.-3-31 Pursuant to application dated 11/18/2013 and approved by the Building Inspector. To expire on 6/4/2015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector Form No.6 TOWN OFSOUTHOLD BUILDING DEPARTMENT "DOWN IIALL 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 IPlanning Board Approval of completed site plan requirements. B. r existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: Accurate survey of property showing all property lines, streets, building and unusual natural or topographic ~~V 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 I. 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 $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: L 0Vilc ( s( K,( House No. Stleet Ham t Owner or Owners of Property:_( l N\ A k Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ / C Applicant Signature _,gylr:2r~"tir o SO&J, Town Hall Annex H~ Oy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 oQ roger. richert(aDtown.southold.ny.us Southold, NY 11971-0959 BUILDING DCPAR'lMFNT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anita Ohriker Address: 250 Wild Cherry Way City: Greenport St: NY Zip: 11944 Building Permit 38543 Section: 52 Block: 3 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X 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 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 6.1KW roof mounted PHOTOVOLTAIC SYSTEM to include, 25-YINGLI YL245P modules, 1-SOLAREDGE SE6000A inverter Notes: Inspector Signature:Date: Jan 14 2014 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. r 7651802 INSPECTION w- [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. /17 [ ] FOUNDATION 2ND [ ] INSULATION `fit [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: / ~A f rff- ot eZ 4x14j,(j&&" Lcrlr'cv- DATE / / INSPECTOR SolarCity January 13`h, 2014 SolarCity- Long Island RE: Structural Engineering Approval Letter Project: Ohriker, Anita 250 Wild Cherry Way Greenport, NY 11971 Project 119072 To Whom It May Concern, On the above referenced project, SolarCity reviewed the installation that was specified in the plan. The purpose of the review was to verify the installation and their conformance with the specifications and that any modifications were acceptable. After review it is our opinion that the PV panels were installed in general conformance with the plans and specifications for this project, and the installation complies with the provisions of NYS 2010 Residential Code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact the office. Sincerely, OF NE?yk A 00 JIN 0 r r_ ¢ 0 W 2 Z~~O 08075s YooJin Kim, P.E. 90FESStoNP~ Civil Engineer Digitally sl y Yoo Jin Kim Date: 2014.01.13 11:08:44 -08'00' i.)LARCITY. C OM FIELD N T DATE COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) rwl!z ROUGH FRAMWQ & PLUNGING INSULATION PERN. Y. STATE ENERGY CODE FINAL Ell ADDMONAL COMMENTS 77 77C 7 7777 7 ~616 ~ 7t4 m H 4 TOWN OF SOUTHOLD t 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 ^~7 Survey SoutholdTown.NorthFork.net PERMIT NO. g D Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20A~? Single & Separate Storm-Water Assessment Form Contact: Approved._ A,20 Mail to: Disapproved a/c Ka~PQ/>u Phone: Expiration Building Inspector 1 ° 2013 I1 PPLICATION FOR BUILDING PERMIT Date l\ \2 , 20A'~- 5 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 inspections. yr Sa! r (Signature of applicant or name, if a corpor on) J,)3 m roc ~l~ State whether applicant is owner, lessee, agent, architect, engineer, general c06ftto~ is nl or builder 14 - ( V-A- ,4 fN-, FFFPV 14~~ ` ' NOTIFY BUN) .,1 D, F r Name of owner of premises -A(\ i'T(ti nhri Y,.ev-- 765-1802 8 (As ou the tax ru3'1 or Iat If applicant is a corporation, signature of duly authorized officer 2, RJc&n _ (Name and title of corporate officer) STRAPPING, ELECTr ,~A~,w v Builders License No. .4i AID H 3. INSULATION Plumbers License No. 4. FINAL - CONSTRUCTION R ELECT', Electricians License No. S 33 (E 7 MUST BE COMPLETE FOR C.O. Other Trade's License No. ALL CONSTRUCTION SHALL IAEET TI AL ~F ny w_ REQUIREMENTS OF THE CPPrS OF c .'7 YORK STATE. NOT RESP06451F E ~nnt " DESIGN OR CONSTRUCTION ERRC 1. Location of land on w*h propose4Cwov11 wiILbe dGmt c A l House Number eetr t J hamlet County Tax Map No. 1,000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy P Side r\C -e- b. Intended use and occupancy D 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition_ Other Work 5 0\A P~ n L5 \ (Description) 4. Estimated Cost ft1~~~ , `-o Fee (To be paid on filing this application) A If dwelling, number of dwelling units Number of dwelling units on each floor f If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 a~ Dimensions of entire new construction: Front Rear Depth Height Number of Stories ~Q( Size of lot: Front Rear Depth a. Date of Purchase Name of Former Owner Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO->4- Will lot be re-graded? YES NO_)~ Will excess fill be removed from premises? YES NO_V_ LUk 14. Names of Owner of premisestInAj&N6 i! ? Address e one No. oZia~ 4-7I- baag Name of Architect Address hone No Name of Contractor Sn\d - C; tsi S Address Phone No. T 50-26 32 hapwtah 4L dk0 I1_78V 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF a, ~ re,~2 ~a al~f being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (K1 e C~y ~ ( l1 1 n(T J;1 ontractor, 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 tru oV1VM b6bl and belief; and that the work will be EMIJ C. State of New Vbrk performed in the manner set forth in the application file Qualified in Suffolk Couqty ~~~~7777 Sworn o efore Kthisj d~ Commission Expires October 20 d NDJ 20 Notary P lic Signature of Applicant Co 9 / Uo elt[ Of SOUP, ~Dy~O e c inn; e Town Hall Annex l r 41 Telephone (631) 765-1802 54375 Main Road g,5pg P.O. Box 1179 O • roger.richert Cc town soUJIr nv US Southold, NY 11971-0959 BUIMING 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: OY\-,A a, b r ~ *Address: m ( hprv~~ 1 l^ *Cross Street: *Phone No.: Permit No.: S Tax Map District: 1000 Section:_ Block:_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1~YJOF Vnb,~ni ~n1ai Pa~~IJ (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form - U u Surpout Cow HE I JUG - 619$1 _ a ? ~ ~Y r sourHOu i STATEMENT OF INTE THE WATER SUPPLY AND SEWA'6E DWIDSAI, SYSTEM FOR THIS RESIDENCE WILL - MAP OicF ODNFORFI TO THE STANDARDS. OF THE SUFFOLK CO. DEPT.. OF HEALTH SERVICES. (/it ; ra ~J /y1 K) \ _S NORc C r/~te. ES APPLICANT / b, \ SUFFOLK COUNTY DEAF OF HEALTH -t i ego Sur"FCt<c CO. XILEO f4AP.YO.55'419 SERVICES -FOR APPROVAL OF ,I \ 15 qT CONSTRUCTION ONLY YY 7 a ` .4l25N9K1O.v1+44>UE DATE: s 3 , H. S. REF NO.-. if \ ?-O wN OP $OPZ'HOt by N. Y_ APPROVED: \ 66 \ - SUFFOLK CO. TAX-N4AP DE id AAAVAA DMT- SECT BLO6( FKL N.>S'3S b0'i. ; 65.0 t2 6 LO.A11. .QSL. . S . ii \ X96 ilk- I.y.B SGA~E? 60'- f" OWNERSADORE56 i It ye- a YETdR2t X. 4~ Vd.BSAtrfA ~i ~ \ ~i5 6k m N ra9,xz e~orzr4it 6iPH. t <benJe Y e 3_MOJ;UIrJE'HT Tgl. ZLY Zd3-8867 a <c g V - DEED. L. P.- \ ~ 'Q•. J.\ ~ ~-baTi A ~ bUIYMIr•b~YY~~Ppyy :may g m~ ~ 0- t? i e.esm r~maa ~Ynwr ~ a ~ r c< u r A4EA: 32.SOG 54.FT. up:areww.ym.aM.+w.Mi -6. - wbrY ene.cranLL+Gia`19 I' \ f1v\ b ~ bbmN~CawM1br.AMmi/U`tl MY •I. 1 qS~~ N ~ - .CAE .~m4'b~imib.mmru?ynv y 1 'y y i[m{snY§; Sfir+MPl~vpYW - >R h __A MEwo GD .,'uzY 1, r943 ure cuw.wu b'.mc°q~°9~.~ 11 a'\\\ S a btlflbW bC.rlbubPtp~pt it * n6 SEAL I ~ e .NEw - _ wx Su rvsysd Cc¢. (3,:199), s. RODERICK VAN TU P.C. P LICENSED LAND SURVE ORS c '°.+•o?e 'i_ GREENPORT NEW `FORK I i I SUFFOLK COUNTY DEPT OF LABOR. UCENSM A OONSUAER AFFAIRS HOMEIMPROVEMENT CONTRACTOR SHAUN L CHAPMAN TM tlW llIB r0.MCIfYCOI1PORATrr/ Drrnt Ar pty Iloslrrd by fAe ~Y..w. aw.i Cartyd Suf k ptpl/2pt3 52057-H SUFFOLK COUNTY DEPT OF LABOR. LICENSING d CONSUMER AFFARtS MASTER ELECTRICIAN JASON KANE Th-, oeRl&a Best the boom is dldy aoLM pTY cortv bwnsed by the County of Suffolk 51331-ME o3ne/2o13 I .ew.rawun 03101/2015 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Is. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650) 963-5161 SolarCity Corporation 3055 Clearview Way lc. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892777 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, Le., a Wrap-Up Id. Federal Employer Identification Number of Insured Policy) 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) Liberty Insurance Corporation 3b. Policy Number of entity listed in box "Is" Town of Southold WA7-66D-066265-023 54375 Route 25 Southold, NY 11971 3c. Policy effective period _9/112013_ to _9/1/2014 3d. The Proprietor, Partners or Executive Officers are ? included. (Only check box if all parmerstofficers Included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "I a" 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 "T'. The Insurance Carrier will also notes the above certificate holder within 10 days IFa policy 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 isva/idforoneyearafter this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3e 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: Theresa Fagan CA Ucense 12887 (Print name of authorized representative or licensed agent of insurance carrier) Approved by: t Lo~~ . 9/10/2013 (Signature) (Date) Title- Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-1051. 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 carver is produced in a forth satisfactory to the chair, that compensation for all employees has been secured asprovided 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 A s DATE ~1 CERTIFICATE OF LIABILITY INSURANCE 09/ 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 0726293 1-415-546-9300 CONTACT Brendan Quinlan NAME: Arthur J. Gallagher 6 Co. PHONE FAX Insurance Brokers of California, Inc., License #0726293 (AJC, No.JI_ 415-536-4020 -AL C-40 1255 Battery Street #450 E-MAIL ADDRESS brendan_quinlan@ajg.com San Francisco, CA 94111 INSURER(S) AFFORDING COVERAGE NAIC# INSURERA: LIBERTY MUT FIRE INS CO 23035 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clearview Nay INSURER D. San Mateo , CA 94402 INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 35643658 REVISION NUMBER: 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 ~ADDL SUER - POLICY EFF POLICY EXP LTR TYPE OF INSURANCE ! MD POLICY NUMBER MMIDDIYYYY MMIDD/YYYY LIMITS A GEN ERAL LIABILITY TB2661066265053 09/01/1 09/01/14' EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES jEs occurrence $ 100,000 CLAIMS MADE [ X~ OCCUR MED EXP (Any one person) $ 10,000 X Deductible. $25,000 1 000 000 PERSONALBADV INJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIESPER. PRODUCTS-COMPIOPAGG $2,000,000 'ET f X POLICY 1 PRO- LOC $ A AUTOMOBILE LIABILITY AS2661066285043 09 01 1 09 Ol 14I (Enr NEDISINGLE LIMIT 11000,000 (Per pson) $ R ANY AUTO BODILY INJURY ar 'ALL OWNED SCHEDULED BODILY INJURY (Per accitlen0 $ AUTOS AUTOS - NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS P acc tlen0 $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB i CLAIMS-MADE i AGGREGATE $ DED RETENTIONS $ WORKERSCOMPENSATION WA766DO66265023 (Ded) 09/01/1 09/01/19 X y1ATU- I OTH- B i AND EMPLOYERS' LIABILITY B YIN 09/01/14 EL. EACH ACCIDENT $ 1,000,000 ANVPROPRIETORIPARTNERIEXECUTIVE? NIA ".WC7661066265033 (WI Reti )09/01/1 OFFICERIMEMBEEXCW DED? N (Mandatory in NH) E. L. DISEASE EA EMPLOYEE $ 1,000,000 If yes, descrihe under DESCRIPTION OF OPERATIONS Below EL DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Proof of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 USA y~ NN""""""""""^^"' ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD djean 35643658 ' AGENCY CUSTOMER ID: LOC ,aCO d ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Arthur J. Gallagher S Co. Insurance Brokers of California, Inc., License #0726293 SolarCity Corporation POLICY NUMBER 3055 Clearview Way CARRIER NAIL CODE San Mateo , CA 99902 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: WC Policy # WA766DO66265023 (Ded) includes Deductible: $150,000. ACORD 101 (2008101) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Version #16.6 SolarCity 305E Gear .iew L`/av San Mate:; OA 9Ja02 lY~ 5'll_ IiY r,44 c s.,in~mR min October 8, 2013 Project/Job # 119072 RE: CERTIFICATION LETTER Project: Ohriker Residence 250 Wild Cherry Way Greenport, NY 11971 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit 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 - Roof Dead Load = 10.5 psf (MPSA) 14.5 psf (MPSB) - Roof Live Load = 18 psf (MP1A) 18 psf (MP1B) - Ground/Roof Snow Load = 20 psf 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 structural roof framing has been reviewed for loading from the PV system on the roof. The structural review only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 Residential Code of NY State. 'C of NEW y Please contact me with any questions or concerns regarding this project. yip, {Op J1N k7,4 0,9~ Sincerely, r_ it n I W Yoo ]in Kim, P.E. yN C9 Civil Engineer ~O 08075 kid Main: 888.765.2489, x5743 fESS1~NP~ email: ykim@solarcity.com Digitally si oo Jin Kim Date: 2013.10.08 08:50:15 -07'00' 10.08.2013 SolarCity Page # 2 !{lV Cl af:Iew Y~dV sx, F. tc tC'J GA 94402 SOl--C1TY 7c6-29891 '.vrav soldr,0. Coir1 Ohriker Residence - Job # 119072 TABLE OF CONTENTS CONTENT Page # Certification Letter 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Structural Framing Analysis 6 Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19994 < 0.4g and Seismic Design Category (SDC) = B < D 112-MILE VICINITY MAP as as as iva! 250 Wild Cherry Way, Greenport, NY 11971 Latitude: 41.090035, Longitude: -72.40813, Exposure Category: C 10.08.2013 on .6 SolarCity SleekMountTM PV System Versi P agel# 3 Structural Design Software PROJECT INFORMATION Project Name: Ohriker Residence AHI: Southold Town Job Number: 119072 Building Code: 2010 Residential Code of NY State Customer Name: Ohriker, Anita Based On: IRC 2006 / IBC 2010 Address: 250 Wild Cherry Way ASCE Code: ASCE 7-05 City/State: Greenport, NY Risk Category: II Zip Code 11971 Upgrades Req'd? No Latitude/ Longitude: 41.090035 -72.408130 Stamp Req'd? Yes SC Office: Long Island PV Designer: S. Branch Calculations: John A. Calvert, P.E. EOR: Yoo Jin Kim P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Plane Information Roofing Material Comp Roof Tile Reveal SM Span Only NA Standing Seam Spacing SM Seam Onl NA Roof Slope 260 Rafter Spacing 16" O.C. PV Assembly Information PV System Type SolarCity SleekMount'M PV System Module Orientation Landscape and Portrait Tile Attachment System Tile Roofs Only NA Tile Spanner Bar Direction SM Span Only NA Spanning Vents No Standoff (Attachment Hardware) Como Mount Type C Minimum Eave End Setback 12" Minimum Ride Setback 12" PV System Weight PV Module Weight (psf) 2.5 psf Hardware Assembly Wei ht 0.5 sf PV System Weight 3 sf Page # 4 CALCULATION OF DESIGN WIND LOADS 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 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 21 ft Section 6.2 Effective Roof Slope 260 Effective Rafter Spacing 16" O.C. Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.91 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 28.6 sf Wind Pressure Ext. Pressure Coefficient (Up) GCp (up) -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GC o n 0.45 Fig. 6-11B/C/D-14q/B Design Wind Pressure p p = ch (GCp) Equation 6-22 Wind Pressure Up P(UP) -25.0 psf Wind Pressure Down p down 12.9 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -405 Ibs Uplift Capacity of Standoff T-allow 637 Ibs Standoff Demand/Capacity DCR 63.6°% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 52' Max Allowable Cantilever Portrait 20" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 23 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -540 Ibs Uplift Capacity of Standoff T-allow 637 Ibs Standoff Demand/Capacity DCR 84.8% Page # 5 CALCULATION OF ROOF DEAD AND LIVE LOADS - MP1A Roof Dead Load Material Load Roof Category Description MP1A Roofing Type Comp Roof 5.0 psf Number of Layers 2 Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None 0.0 psf Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling None 0.0 psf Miscellaneous Miscellaneous Items 1.2 f Total Roof Dead Load 10.5 sf MP1A 10.5 sf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At 5 200 sf Roof Slope 6/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction Rz 0.9 Section 4.9 Reduced Roof Live Load Lr - R R Equation 4-2 Reduced Roof Live Load Lr 18 sf MPSA 18.0 f CALCULATION OF ROOF DEAD AND LIVE LOADS - MP1B Roof Dead Load Material Load Roof Category Description MP1B Roofing Material Comp Roof 5.0 psf Number of Layers 2 Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None 0.0 psf Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Yes 4.2 psf Miscellaneous Miscellaneous Items 1.0 f Total Roof Dead Load 14.5 sf MP36 14.5 sf COMPANY PROJECT ® WoodWorkso Oct 8, 201309:24 MP1a.wwb Design Check Calculation Sheet Wood Works Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude unit tern start End Start End DL Dead Full Area No 10.50 (16.0)- psf SL Snow Full Area Yes 20.00 (16.0)- psf PVDL Dead Partial Area No 1.50 15.17 3.00 (16.0)- par Self-wei ht Dead Full UDL No 2.2 It -Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (Ibs) and Bearing Lengths (in) - 18'-115" - 0' 2' 16'-8" Unfactored: Dead 206 158 Snow 252 195 Factored: Total 458 352 Bearing: F'theta 493 493 Capacity Joist 648 370 Supports 586 !,86 Anal/Des Joist 0.91 0.95 Support 0.78 0.60 Load comb 42 44 Length 0.50- 0.50- Min req'd 0.39-- 0.50- Cb 1.75 1.00 Cb min 1.75 1.00 Cle support 1.25 1.25 Fc su 625 625 `Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports '"Minimum bearing length governed by the required width of the supporting member. MP1A Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-112"x7-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 18'-11.5" Pitch: 6112; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012: Criterion Analysis Value Design Value Mal sis/Desi n Shear fv = 42 Fv' = 155 fv/Fv' = 0.27 Bending(.) fle - 1178 Fb' = 1389 fb/Fb' = 0.85 Bending(-) fb - 82 Fb' = 1351 fb/Fb' = 0.06 Deflection: interior Live 0.51 = L/386 0.82 = L/240 0.62 Total 0.93 = L/211 1,09 = L/180 0.85 Cantil. Live -0.22 - L/123 0.22 = L/120 0.97 Total -0.40 = L/67 0.30 L/90 1.33 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1a.wwb WoodWorks® Sizer 10.0 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfn Cr Dirt Ci On LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'< 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.973 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - 1.00 1.00 - - E' 1.4 million 1.OD 1.00 - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 328, V design = 303 its Bending(+): LC 44 D+S (pattern: SS), M = 1290 lbs-ft Bending(-): LC 42 = D+S, M = 90 lbs-ft Deflection: LC #4 = (Live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: El = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT rks`~ ® WoodWo,~/~I11Y /I~.? 14 1 M/ //~X N' Oct.8,201309:24 MP1B.wwb Design Check Calculation Sheet Wood Works Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 14.50 (16.0)- Pat SL Snow Full Area Yes 20.00 (16.0)- par PVDL Dead Partial Area No 1.50 15.17 3.00 (16.0)' psf Self-weight Dead Full UDL No 2.2 if -Tributary width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) - - - - - - - - 0' 2' 16'-8" vnfactored: Dead 262 201 Snow 252 195 Factored: Total 514 395 Bearing: F'theta 493 493 Capacity Joist 648 395 Supports b86 626 Anal/Des Joist 0.79 1.00 Support 0.88 0.63 Load comb 92 #4 Length 0.50• 0.53 Min req'd 0.44-- 0.53 Cb 1.75 1.00 Cb min 1.75 1,00 Cb support 1.25 1.25 Pc sup 625 625 'Minimum bearing length setting used: 1/2" for interior supports -`Minimum bearing length governed by the required width of the supporting member. MP1B Lumber-soft, S-P-F, No.1/No.2, 2x8 (1.1/2"x7-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 18'-11.5" Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 Iftl Analysis vs. Allowable Stress (psi) and Deflection (in) using Nos 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 47 Eel 155 fv/Pv' = 0.30 Bending(+) fb = 1.319 Pb' = 1389 fb/Pb' = 0.95 Bending(-) fb = 93 Fb' = 1351 fb/Fb' = 0.07 Deflection: Interior Live 0.51 = L/386 0.82 = L/240 0.62 Total 1.04 - L/188 1.09 _ L/180 0.95 Cantil. Live -0.22 = L/123 0.22 r L/120 0.97 Total -0.44 = L/60 0.30 - L/90 1.49 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 B.wwb WoodWorks® Sizer 10.0 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.973 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emir' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC 42 D+S, V = 368, V design 340 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1445 lbs-ft Bending(-): LC #2 = D+S, M - 102 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S12, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: E1 = 67e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. FIRE RATING: Joists, wall studs, and multi-ply members are not rated for fire endurance. 7. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NTS NOT TO SCALE UL-LISTED LOCATION PROVIDED BY THE OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING PL PROPERTY LINE HARDWARE. POI POINT OF INTERCONNECTION 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS AND SCH SCHEDULE GROUNDED AT THE MAIN ELECTRIC PANEL. SS STAINLESS STEEL 9. THE DC GROUNDING ELECTRODE CONDUCTOR STC STANDARD TESTING CONDITIONS SHALL BE SIZED ACCORDING TO ART. 250.166(8) & TYP TYPICAL 690.47. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 313 NEMA 3R, RAINTIGHT VICINITY MAP INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES 48 Cutsheets Attached 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. • 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK SHALL COMPLY WITH THE 2010 MODULE GROUNDING METHOD: SLEEKMOUNT R.C.N.Y.S. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH AHJ: Southold Town THE 2008 NATIONAL ELECTRIC CODE. REV BY DATE COMMENTS REVA NAME 10/8/2013 COMMENTS UTILITY: Long Island Power Authority (LIPA) A CONFIDENTIAL -THE INFORMATION HEREIN JOB NUMBER, J B-119072 00 PREMISE 0948. DESCRPTON. DESIGN. CONTAINED SHALL NOT USED FOR THE OHR KER, AN TA OHR KER RESIDENCE Spencer Branch BENEFIT OF ANYONE EXCEPT SOLARCITY LIMOE INC., MOUNTING SYSTEM 250 WILD CHERRY WAY NOR SHALL IT RE DISCLOSED N LE OR IN Comp Mount Type C 6.125 KW PV Arra PART TO OTHERS OUTSIDE THE NHE RECIPIENTS P Y ORGANIZATION, EXCEPT IN CONNECTION PATH moms. GREENPORT, NY 11971 THE SALE AND USE OF THE RESPECTIVE (25) YINGLI # YL245P-29b Cl~ PACE NAYS SHEET: REV: DATE mss tw. way SIXARCITY EQUIPMENT, YITHOUT THE WRITTEN N1fR1FR: San 1028 RCA(650) 94102 PERMISSION OF SqT, VA INC. -SOL-q (7CITV TY (765 5-214899) ) xnw.wfi3Bl-v1029aily.cam SOLAREDGE SE6000A-US 212 671-0229 COVER SHEET PV 1 10/8/2013 (888T-SOL PITCH: 26 ARRAY PITCH: 26 MP1 AZIMUTH: 246 ARRAY AZIMUTH: 246 OF NEryY MATERIAL: Comp Shingle STORY: 2 Stories yp. J~p ,TIN O + Or E: ¢ n ) W OO ZiP Inv M Fo o~~~ ~.t 0 LC FIF st P~ D Digitally signed by Yoo Jin Kim ` - - - Date: 2013.11.12 09:34:46 -08'00' Y-IA ~Ptlh 6n2 Front Of House J LEGEND D O O O (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS JE~jj DC DISCONNECT & WARNING LABELS STRUCTU E AC DISCONNECT & WARNING LABELS CHANGE 250 Wild Cherry Way JUNCTION BOX O DC COMBINER BOX & WARNING B w O° DISTRIBUTION PANEL & WARNING Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE INTERIOR EQUIPMENT SITE PLAN ~~~~((((N Scale: 1/8" = 1' WO O 1' 8' 16' P S CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J13-11 90 7 2 00 PROSE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE OHRIKER, ANITA BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNnNG SYSTEM: OHRIKER RESIDENCE Spencer Branch NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 250 WILD CHERRY WAY 6.125 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENYS MoaWES GREENPORT, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (25) YINGLI # YL245P-29b 3055 ate. Way S. Mdm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN NVERTER: PAGE NAME SHEET. REV: DATE T:(650) 638-1028 CAS 638-1029 PERMISSION OF SOARCITY INC. SOLAREDGE SE60DOA-US (212) 671-0229 SITE PLAN PV 2 10/8/2013 (888)-SOL-CITY (765-2489) a .ealacily a M. (E) 2x6 V(E) Y(E) 14'-5" 14'-8" S IDE VIEW OF MP1A RAFTER: (E) 2x8 016" O.C. (01 SIDE VIEW OF MP1B RAFTER: (E) 2x8 016" O.C. A NTS CEILING JOIST: (E) 2x6 0 16" O.C. ~ NTS CEILING JOIST: VAULTED RIDGE: (E) 2x10 RIDGE BOARD RIDGE: (E) 2x10 RIDGE BOARD MAX SPAN: 14'-5" MAX SPAN: 14'-8" MAX LANDSCAPE STANDOFF X-SPACING: 64" O.C. (STAGGERED) MAX LANDSCAPE STANDOFF X-SPACING: 64" O.C. (STAGGERED) MAX PORTRAIT STANDOFF X-SPACING: 48" O.C. (STAGGERED) MAX PORTRAIT STANDOFF X-SPACING: 48" O.C. (STAGGERED) PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER OF NE{y & FENDER WASHERS LOCATE RAFTER, MARK HOLE ~P~ p0 SIN y0 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT y J ZEP ARRAY SKIRT (6) HOLE. ~ SEAL PILOT HOLE WITH W ZEP COMP MOUNT C (4) (2) POLYURETHANE SEALANT. ZN ZEP FLASHING C (3) 00076" (3) INSERT FLASHING. 90FESSt~NP~ (E) COMP. SHINGLE (i) (4) PLACE MOUNT. Digitally signed by YooJinKim (E) ROOF DECKING U (2) V INSTALL LAG BOLT WITH Date: 2013.11.12 09:34:37 -08'00' 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. (E) RAFTER STANDOFF Scale: 1 1/2" = 1' CONnDENTAL - THE INFORMATION HEREIN m NUMBER: J B-1 1 9 0 7 2 00 PREMISE DINER DESCRIPRON. DESIGN. CONTAINED SHALL NOT DE USED FOR THE OHRIKER, ANITA OHRIKER RESIDENCE Spencer Branch BENEFIT OF ANYONE EXCEPT SOLARCITY INC., roi SYSTEM: 250 WILD CHERRY WAY NOR SHALL IT BE DISCLOSED OR IN Mo Comp Mount Type C 6.125 KW PV Array PART TO OTHERS OUTSIDE EUTSIDE THE IN MOLE ECTIONN GREENPORT, NY 11971 p2GANIZARON, EXCEPT IN CONNECTION NTH NODDIES THE SALE AND USE OF THE RESPECTIVE (25) YINGLI # YL245P-29b 7055 aemN. Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERIER: PAGE NAME: SHEET REM DATE T: (650) S. Mot F. 94402 8-1029 PERMISSION OF S"CITY INC. SOLAREDGE SE6000A-US (212) 671-0229 STRUCTURAL VIEWS PV 3 10/8/2013 (88e) SQL-CFY(765-2489)r sd>city.c~ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #B GEC TO (N) GROUND ROD Panel Number: Square D Inv 1: DC Ungrounded INV 1 - (1 )SOLAREDGE pp SE6000A-US LABEL: qq - (25)YINGU # YL245P-29b AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 23 593 522 Tie-In: Supply Side Connection Inverter; 6DOW, 240V/208V. 97.5%/977e; w/ZB; SE1000-ZB02-SLV-NA PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, YGE-Z 60, ZEP Enabled INV 2 Voc: 37.8 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 150A MAIN SERVICE PANEL SQUARE D VYNCKIER E 150/2P MAIN CIRCUIT BREAKER Load Center SolarCity # 4 STRING TERMINAL BOX (E) HIRING B CURER-HAMMER Inverter 1 q A 1 _ 6 Disconnect 5 SOLAREDGE i SE6000A-US pc 1 svm9fsl orison MP 1 ` A 3SA/2 C - EGG tl zaov r' _ _ - - _ - _ 3 15OA/2P 6 4~mm U 3FPIGFCI oc' I N OG 3 4D"~ 4E) DS _ECCr C. _ 01 01 • I GEC O a0 C - _ - - _ l SMng(s) of 12 On MG 1 I EGG _ - - _ - GC J I I N I it I 1 Z Z I C9 1 1 - _ - GEC TO 120/240V SINGLE PHASE UTTUTY SERVICE I 1 I I I I EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. it Voc* = MAX VOC AT MIN TEMP Poj~I(1)Ground Rod; 5/8' x e, Copper (1)SQUARE D HqM235 g 35 AC q c, " ) "OKIB" S 303851 -(2 )ILSCO IPC 4/0-#6 Breaker. A/2P, 2 Spaces SdarCity 4 4 - STRING 001 TERMINAL BOX; 2x2 STRINGS, UNFUSED, GROUNDEDDC Insulation Piercing ercing Connector; Main 4/0-4, Tap 6-14 -(2) 850 ZEP !-11966-001 I. S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Can iner Bpox Bracket; Fa mounting combiner boxes on Zep, bottom mount onl AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. PV Q5) per WRRrEBD Y5O Z5 q,LOCAH4DC-ZEP ETL Listed ~(1) HAMMER / OG222UR8 Disconnect I, Disconnect; R 240222, Nor-Fusible, NEMA 3R -(1 )CGT IlMER ! DG100NB Ground~Neutral Kit; 60-100A, General Duty (DG) HNN- 2, Black --(TtAWG 16, 1HWM 2, Black ANG~. T (FANG 0, THNN-2, Block- Voc* -500 VDC Isc 15 ADC ©S (1)AWG /6, THNN 2, Red 1 ANG O (2)AWG 110, PV WINE, Black Voc* 500 VDC Isc =15 . ADC 5 ( ) /8, HNN-2, Red 3 (1)AWG 110, THNN 2, Red V =350 VDC Imp 8.29 ADC 1 (1 )AWG 16, Sold Bare Copper EGC Vmp 350 VDC Imp= 88.98 ADC (1)AWG 16, 1HNN-2, White NEUTRAL Vmp 240 VAC Imp=25 AAC O(I)AWG /T 0, 1HNN-2, White NEUTRAL Vmp 240 VAC Imp=25 AAC (1 )AWG 110, 1HWN 2, Grew EGC -((I )Cmduit Kit; 3/4' EMT O _-(1)AWG 06. Solid Sure, Copper GEC_ _ -(1)Conduit Kit. 3/4" EMT, -(I)AWG #B,_THWN-2, Green EGC/GEC-( I) Conduit, Kit;, 3/4' EMT_ (1)AWG 110, THWN-2. Block - Voc* =500 VDC ISC =15 ADC (2)AWG 110, PV NIKE, Black - - -Voc' =500 VDC Isc -15 ADC ® IoF-(1)AWG 110, THWN-2, Red Vmp =350 VDC Imp=8.98 ADC O (1)AWG 1Q Solid Bore Copper EGC Vmp =350 VDC Imp=8.29 ADC (L)ANG 110, THWN72, Green EGC... -(1 )Colduit Kit. 3/{,EMT . ' -(1)Cmduit Kit; 3/4' PVC, Sch. 40 PREIASE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B-1 1 9 0 7 2 00 CONTAINED SHALL NOT BE USED FOR THE OHRIKER ANITA BENEFIT OF ANYONE EXCEPT SOARCITY INC., MOUNBNG SYSTEM: OHR KER RESIDENCE Spencer Branch ev~uM.,v+N.w wo..4r~1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Camp Mount Type C 250 WILD CHERRY WAY 6.125 KW PV Arra PART TO OTHERS OUTSIDE THE RECIPIENYS Array ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: GREENPORT, NY 11971 THE SALE AND USE OF THE RESPECTIVE (25) YINGLI # YL245P-29b 3055 C1eerMew Way SOLARGTY EOUIPMENT, WITHOUT THE WRITTEN INVERTER: PACE NAME SMUT: REV: DATE San Mateo, CA 94402 PERMISSION 1:(650) 638-1028 F:(650) 638-1029 OF saLARan INC. SOLAREDGE SE6000A-US 212 671-0229 THREE LINE DIAGRAM PV 4 10/8/2013 (B88)-SOL-CITY (765-2489) a .sdwcity.cam r solar - e • z Sing Phase Inverters SE300OA-US SE700OA-US All our inverters are part of SolarEdge's innovative system - over 97% efficiency and best-inclass reliability. Our fixed- designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its ¦ price. The Solari inverter combines a sophisticated, optimal input voltage, regardless of the number of modules or • 1 digital control technology and a one stage, ultra-efficient power environmental conditions. conversion architecture to achieve superior performance Single Phase InverteiLt.t, TECHNICAL DATA SE3000AUS I SE380OA-US sESoooA-u5 sE600AUS SEOS America) (North 5200@2 5200@208V Rated AC Power Output 3000 3800 5000 6000 ed @247V 0002V W 6000@277V 7 ]0000@277]]V 5200@208V 520OP208V Max. AC Power Output 3000 3800 5000 6000@240V 6000@240V W y 6000@277V ]000@2]]V AC Output Voltage Min. No -Ma 183-208-229/211240-264 183-208-229/211-240264/2442]]-294 Vac y a Y AC Frequency Min. Nord. Max. _ 593-60-60.5 HE, Maz Continuous Output Current 9208V{ 14.5 185 24 25 25 A x, Max Continuous Output Current @240V 12.5 16 21 25 25 A @ .yam Max. Continuous Output Current @277V 18.5 22 ~ 22S A 1 a~y : b GFDI - - 1- A Utility Monitoring. Islantling Protection. Country Configurable Thresholds yes - _ , 4-0 c"No'c s - - Recommended Max DC Power W (STC) 3750 4]50 6250 500 8750 W 500 TransfonneNess. Ungrountletl Ves r t Noun. Input Voltage Max. Input Voltage 350 @ 240V - - 5 - - - / 400 @ 2]]V Vtlc I 18 18.5 Atlc Protection - 10 12S 325 @ 2F / 16 Urx;L III ' 2 Max. In ut cur N.. A LR Tin Ground To, versoroltlsolatmn Detection Vdc r mi SenStvlty Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 ~ % l y; CEC Weighted Efficiency 97.5 97@208V/ 97.5@ 208V. 240V 97 @ 208V / 97.5@ 240V 97.5@240V_ / 98 @ 277V 98 @ 277V ~ - - ~ Nighttime Power Consumption ' <25 W x,s ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet, Zigbee (optional) I STANDARD COMPLIANCE Safety UL1741, IEC821o3 Errant 78), IE"2109 Gritl Connection Slantlartls Utility lnteaclive, VOL 0126-1-1, A54777, R111663, OK 5940. IEEE1597 Emissions FCC part15 class B, IEC61000 (i IEC6100003. IEC61000 3-11. IEC610oo-8-12 RoHS Yea The only inverters specially designed for distributed DC architecture INSTALLATION AC Output 3/4' Conduit ¦ Superior efficiency (97.5%) DC Input 3/4' Conduit Dimensions (HxWxD) 21 x 125x17 - - / in mm ¦ Small, lightweight and easy to install on provided bracket 540 x 315 x 172 21 x 12.5 x 7.5 / 540 x 315 x 191 g tZwc+ Dimensions with AC/DC Switch (H W D) 3]]5 x`3' 0 5 125 5nx ] 1]2 / In / mm ¦ Built-in module-level monitorin 30.5 x 12.5 x 7.5 / 775 x 315 x 191 42 / 19 45 / 20.5 lb / kg ¦ Communication to internet via Ethernet or Wireless Weight Weight with AC/DC Switch 98.5 / 22 52/23.5 _ 1 Ib / kg ¦ Outdoor and indoor installation Cooling Natural Convection I r Min. Max. Operating Temperature Range 4 20 (CAN version 40 / -40) to 1140 / +60 'F/ -C ¦ Integral AC/DC Switch IProtection Rating NEMA OR ~ Mn -1 bx11tce 'fib~ CE ~ • ing Pon N n U aniypie tau 11 Pal Ve sFSmpn IJF.11 11 2 mA~mm .ocw me'%E SE1 WOSFFOW t9V211 ow ZIii~ ,ving~emoaF/-2pC 5 SFEE0WAU1 IcAl S1xcFAu1xAN lltl/21W,min op epF/AOCA30owuSG~u, 5E3P001U5117 s.AlxlnN v, sFWOpwidx ~,]u, mm vcen,ing i~uno <oF/nac SE] sESW W USGPX. SE6WMIISCAX, OW~llSGN ` USA a Germany a: Italy France Japan China Israel ~solar - ¦ ¦ M Ful, r,x,eFFg` m~.re009201=viaas, 11~1-111a111~ 1-1w,11 uo~er~,=a"'., p2roa.oUxE~Ea,~,mao m,F''F -._rF....... ea:;-o',",.~n architects of energy (~elPay' solar - z a I e optimin'r i Module Add-On i, HIGHLIGHTS Module level MPPT- optimizes each module independently Lower installation costs with faster design, less wiring, DC Dynamically tracks the global maximum operating point for both disconnects and fuses modules and PV inverter Easy and flexible installation- use the same installation methods Module-level monitoring for automatic module and string level as exist today 1 . e e Power Optimizer fault detection allowing easy maintenance Allows parallel uneven length strings and multifaceted Electric arc detection - reduces fire hazards installations Module Add-On Unprecedented installer and firefighter safety mode - safe module Allows connection of different module types simplifying inventory voltage when inverter is disconnected or off considerations Connection of one or more modules to each power optimize r - Immediate installation feedback for quick commissioning ' - a.-. ,`r.>< t;u •L. TECHNICAL DATA 7- 1 OP250-LV OP300-MV/OP400-MV 0 P400-EV (Q4 2011) INPUT Rated Input DC power 250 300 / 400 400 W m Absolute Maximum Input Voltage (Voc) 55 75 125 Vdc MEET Operating Range 5-55 5-75 60 - 125 Vdc Maximum Input Current 10 10 5.5 Adc Reverse Polarity Protection Yes Maximum Efficiency 99.5 % a-" European Weighted Efficiency 98.8 % e •$i, CEC Weighted Efficiency 98,7 % 3 Inductive Lightning Protection 1 m / ft Overvoltage Category II y. OUTPUT DURING OPERATION rte. Maximum Output Current 15 Atlc Operating Output Voltage 5-60 Vdc Total Maximum String Voltage (Controlled by 500 Vdc Inverter) - US and ED 1-ph Total Maximum String Voltage (Controlled by 950 Vdc Inverter) - ED 3-ph OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) rM 7 Safety Output Voltage per Power Optimizer 1 Vdc Pay SYSTEM DESIGN Mlnlmum Number of Pnever Opu in zeta per 8IT ph system) / 16 (3-ph system) - - String (1 or More Modules per power optimizer) A superior approach to maximizing the throughput of photovoltaic Maximum Number of Power Optimizers per Module power dependent; typically 20 -25 (l ph system) / String (1 or More Modules per power optimizer) 45 - 50 (3 ph system) systems using module embedded electronics Parallel Strings of Different Lengths or Yes Orientations Je Up to 25% increase in power output EMC STANDARD FCC Part15 Class B, IEC610008-2, IEC6100063 S Superior efficiency (99.5%) - peak performance in both mismatched and unshaded conditions Safety IEC-62103 (class It safety), UL1741 Flexible system design for maximum space utilization Material ILL94 (5-VA), UV Resistant ROHS Yes 9 Next generation maintenance with module level monitoring and smart alerts INSTALLATION SPECIFICATIONS gi Unprecedented installer and firefighter safety Dimensions (WxLxH) 120xl30x37 / 4.12x511x1.45 mm / in nG Weight 450/1.0 gr/lb Wyy Output PV Wire 0.95 in / 3 ft length ; 6 mm' ; MCA Input Connector MC4 / Tyco / H+S / Antiphonal - 14 Operating Temperature Range 40 -+65 / -40 -+150 'C / aF xx The most cost effective solution for residential; commercial and Protection Rating IP65 / NEMA 4 large field installations Relative Humidity 0 - 100 % USA 900 Golden Gate Terrace, Suite E, Grass Valley CA 95945, USA dal y C solar- - Germany Bretonischer Ring 18, 85630 Grasbrunn (Munich). Germany CI)r C Japan B 9 Ariake Frontier Building, x726 Ariake, Noto-Ad Tokyo 1350063. Japan aa6tecre ofenergy - larval 6 HaVarash St Po.Bon 7349, have Beeman. Hod Hashadde 45240. Israel edww.aolareage.eom py~py ® Solarcege Tennnobgles, Inc 1.e2n11 hired, reserves. smudum E, the sol edge logo, ARCrvn ECls Or LNLRGP and emioltto or harms DGt am o-eeereare, or regrsterep uachen.. or architects of en ergy"i Oriental rechnologes Inc- All other tademadrs mentioned herein are trademarks of their mepacrve ownere Dare 0e/2011- tanker to change..'hoot noece L250P 29b VL245 P-296 4 x' or k ~ ~ - VL240P-296 YINGI"SOLAR • - Powered by vlnlGu YL235P-29b ELECTRICAL PERFORMANCE YL230P-29b U.S. Soccer Powered by Yingli Solar GENERAL CHARACTERISTICS Module type •YU50P 291, YU45P 29b Y12.OP-296 YU35F 29b 'al 296 otimemions 8/14/N) 6a.op 'in (1are mm/x.vmoronism) I Power au¢ut P.a. se 250 245 240 235 2b 181 id de mm) Power output talinomonz NP... W 4s/i5 weigM 45216, 1205 ke Ideal for residential Module eflkeard, n. % 15] 150 14.7 land tarn and commercial applications where cost savings, vahageatP.- vans, v 3D.4 a0.2 29s 295 296 current at P... I.,e A 9.24 ell 8.14 792 7,80 PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open -crecuit°oltage t'°' a 38.4 379 ]'S 3'0 37'0 Numb•• of mountains pa' pallet 22 - $horlcialit"count I.. A 829 8,63 8.65 854 8.10 Nunber of pallent per 53 container 36 S 000 dons, 25-C , ell l e mperear 5 aodng to EN 6a9c0' , a III A 1i eNrency reanaon of 50X42WW - od ng as EN 609ab1 PaMagng ba,dirrwiom Intel 62e 11200 mm1/are 11150 areI a pa 11190 ri Lower balance-of-system costs with Zed 9a. we ght 1m6 16s (488 kg) Compatible" frame. Poser output P.v w 19111 1179 174,3 120.2 lions Reduce on-roof labor costs by more than 25%. warcaren P.- v.,e v 276 22.2 26.6 are 26.6 Unks: inch (mm) Leverage the built-in grounding system- carrem al P.... I.m A 6.56 6.54 1so 6,42 6.29 as asI990 if it's mounted, it's grounded. opameirtu¢wltage v., v 354 Its 31.2 as.8 33.9 31 rat SON 181146) Sha2cir...I a.... us k. A ]12 6.99 1.01 6.92 6.81 - Lower your parts count-eliminate rails, screws, e J - mounting clips, and grounding hardware. NOCT pn..nanlrmadnlaopemumo®mparmao 9arri radra- 20r. ambrent eapersve l m/,,,,d peeo i THERMAL CHARACTERISTICS Design and permit projects easily with access 8 to layout calculator and stamped drawings. N operating =ell temP••a<a.. tacT no 46«iz 1 p effident of P... Y w•c 0,45 ..a. - ® T P eMuent of v- ii end .0 so Lower installation costs with savings across Temperature ",cement of 6i a. =u•c 0.06 Gmu.aing nol..Gin .o-ao 236(6) equipment and labor a Tomperawre coefficient of vow 9i %^c 445 Minimize roof penetrations while maintaining the system's structural integrity. OPERATING CONDITIONS Invest in an attractive solar array that includes Maa. system-11.1. arron, 2se °n3ias'1n s.xl % a black frame low mounting and profile, Mae zariez lose rating 1~ I aesthetic array skirt, umave _ or c c g rorarse current les a:..n °ole, l 5 1 8-a6u13s/ 1 Increase energy output with flexible module Operating lempn.tm. rang. 4o in 194-F(th in ei layouts( portrait or landscape). Maa..rmcload, front leg. snow ad wind) so pal (2400 Pal TV ea nom ZEP COMPATIBLE FRAME Trust in the reliability and theft-resistance of Mo.. star, loan back I. g., wind) so pouf 12400 Pal u-4; the step Compatible' system. Leading limited power warranty' ensures frulst.ne impaa 1 in (25 mm) at 51 mph (23 ma 91,2% of rated power for 10 years, and 807% of rated power for 25 years CONSTRUCTION MATERIALS " From Impealac k al L 91-/ p 112 man C ON C, The YG E-Z Series is now avai l abl a as 10 year li m lted prod uct warm nor Glass may n as n i og an churchs Energize Ii AC Solution, Can in nmy/matenl/typu/d'marawast 601ply:r Iar,ormsta8n./ ilp This solution delivers optimum easel of busban) 156 mm. 1s6 mm/2433 cm'12 or3 'In mmplience wdM1 our werrenry terms and conditions . - 138 f351 performance and integrated intelligence, Empr,pwlant /motet) Emrlep=rrl ace rate (ownI o The phase 5 ep Co p[ e erte me lm lal/color) Ar,ete.d ahumasan altr / black Th En M21 -ZZ m a Ibl Micminv r Fr Warning. Read 11. m amallai on and user Manual in its entirety Sd¢Si9n¢d to connect directly ln[O the ZSeries mOd11¢ Junction boa lproteaiandegmel >IP65 ~belore Fondling, " nztall'ng, and operating Yinglimodules. groove, eliminating the need for tools or fasteners- ° able lbpenengm/au,gwawide slammed Or wire/4331 in n 100 mm1112AWG/0.2m in l6.2 mm) all with one easy step. UL 17(p and JLC 1703, CEC, FSEC, ISO 9001:2008, Plug contra- Ampnenov Ha/IP69 our,arlners ® ISO 14001 areas, BS calipers 18001'.2007, SA8000 aranWaaunr/tYpe/pwtecown degree) na The specifications in this dalaeheet are not guaranteed andare subject to change warrant prior notice. C L US d1 :r 061[0 "Q' CERT ' This patentor complies with EN 5038Q2003 requirements Intelligent mat-rim u. time "`"Doiroou ...;.w.. man tar at the system and module level with Enfgnlen. Yingli Green Energy Americas, Inc- info@yingliamericas.com Tel: +1 (888) 686-8820 YIN(! SOLAR YINGLISOLAR.COM/US I NYSE:YGL I 1 9 Y I N G L I S O L A R. C O M/ U S O nugh, Green Energy Holding co. Lid. I YGEZ60ce9sonez2012 LN 2012DA_V01 Us. Soccer Powered by Yingli solar AA