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HomeMy WebLinkAbout40333-Z o�Os�FF�l�toG- Town of Southold 2/19/2016 o� y P.O.Box 1179 53095 Main Rd j13.44 , Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38107 Date: 2/19/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 3780 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-52.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40333 dated 12/9/2015 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 on an existing one family dwelling as applied for. The certificate is issued to Whittington,Joel&Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40333 1/27/2016 PLUMBERS CERTIFICATION DATED Authorized Signature gfot :} TOWN OF SOUTHOLD a c'Vy 4 BUILDING DEPARTMENT ,a 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#: 40333 Date: 12/9/2015 Permission is hereby granted to: Whittington, Joel 3780 Bayview Rd Southold, NY 11971 To: install roof-mounted solar panels as applied for. At premises located at: 3780 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-52.1 Pursuant to application dated 12/4/2015 and approved by the Building Inspector. To expire on 6/9/2017. Fees: SOLAR PANELS $50.00 CO - •. ERATIO`' 0 DWEL 1► _ $50.00 ELECTRIC $100.00 Total: $200.00 Buildi g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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 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-5.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 12jzj``� New Construction: Old or Pre-existing Building: (check one) ,y Location of Property: - 39-S® tQ1�n_ (�Q W _ �O )' d I louse No. ,�.!! Street Hamlet Owner or Owners of Property: __ (A,-c_Ij- b__\("4"14ttlVL 1'1 _ . . Suffolk County Tax Map No 1000.Section _ --------- _ _Block___ __ _ Lot _ _ _ __ Subdivision -_- _ __ Filed Map. _ Lot: Permit No. _ -d3�� _ Date of Permit.___ _ Applicant- 5p1arC t [lealth Dept. Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate ___ _ - Final Certificate: - (check one) Fee Submitted:$ 60 AtictAL Applicant Signature I,,,, iii i��- ogoil Town Hall Annex � ® : Telephone(631)765-1802 54375 Main Road t ilig * z Fax(631)765-9502 P.O.Box 1179 % of, i Southold,NY 11971-0959 cl� �0��1% roper.richert(a�town.southold.ny.us i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Whittington Address: 3780 Main Bayview Road City: Southold St: New York Zip: 11971 Building Permit#. 40333 Section: 78 Block: 3 Lot• 52.1 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 Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 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. 5.2 KW Roof Mounted Photovoltaic System to Include - (20) Trina TSM 260 Panels, 1-PVI-5000 Inverter Notes: .‘VInspector Signature: Date: January 27, 2016 Electrical 81 Compliance Form.xls I ��,ho,,,,OF SO(/jyOlo 4)49 , 4.° 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) 1)s'] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: —7 ft,/ - 5"C;-/,‘ L_ DATE i -1- /(e-- INSPECTOR'Z Version#53.4 Ns e et PIL g-,,;;14SoIarCity Project/Job# 119997 RE: Installation Approval Letter Project: Whittington Residence 3780 Main Bayview Rd Southold,NY 11971 Date of Review 2/11/2016 Permit# 40333 Date of Installation 12/30/2015 Date of Engineers Inpection 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. _.__.__________---, ,,f ��� .•ro4 `,,/ Ec-Li psE ` �, i_ i �� �` � �� Imo. ENGINEERING 1 ,1, r'r � SCI uyyELlle i 1{ i ;. }�° `� Eclipse Engineering,as a third party, PFEB 1 8 2016 1. e0911111111:° ' �C?,' has provided a structural-only review ` �! of the enclosed project. / �Rp O0,; 1°PESISI - N. IRolf Armstrong, PE 1 Eclipse Engineering; 376 SWIB_luff Dr. Ste 8J Bend, Oregon,9l-0 1 2016.02.12 12:54.1-08'00' 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 soiarcity.com AZ ROC 243771,CA CSLE3 888104 CO EC 8041 CT RIC 0632778 DC RIC 71101486.CC HIS 71101488 HI CT 24770,MA NIC 146572,MD N1,410 128948 NJ 13Vi 106100600 OR COB 180,198 PA 077313,TX TDLR 27006,WA COL SO_A13C'91007 44 2013 Sc'arC,ty All n4hl8 res+7r-ed FIELD IlNSPEO"STON Mokr DATE _ Co 'S5 1 ' FQUNDAflON(1ST) gl y • • v) FOUNDA.TSQN(2ND) . o . lig . ... .g''' 'R ROUGH FR. MEN Q& 1111111 f H PLUMBING lMlMIIjlII .- INSULATION PEA N.Y. • STATE ENERGY COT E . 111111 • . . , 7,,,/ . ,eF. ,,,< i ..... • F NAL 1111111 . • • WO A A b iJ i T1 ON A '-- C. no rn C �..,� 1, `/-k(0 49, ,�. 0 __.,'ti .,'t I• `. ,..._rat..., _ I, ` w -,fig 4- Zi T r ! r 1... ' ti^ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 LPlanning Board approval FAX: (631) 765-9502 sur�d'y=, +, +, ,� + + SoutholdTown.NorthFork.net PERMIT NO. 1.a.5 3 - Check - I Sepf ilc s N.M.S.D.'.C. + L' I True ® ;I i C.d.Appl cation Flood Pe ai't _ ---i Examined 12 ,20 Sin.le&Separate 1 +' ''t f'_� Storm-"ater •ssessment Form l i S Contact: Approved ,20 *i 446 icr5I-(03(0-2.Gg0 Disapproved a/c 4):4 b t, ' 923 Motor Parkway, Suite C Expiration ,20 . Hauppauge, NY 11788 . 1i ' o r Natalie Pena Building Inspector ` `° APPLICATION FOR BUILDING PERMIT Date \212_ , 20) S 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. _ Pej-t--_ (Signature of applicant or name,if a corporation) q13 1-10A-of- I?ca Y a\1 Slee. tku ug'e (Mailing address of applicant)ty, 11-il State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Con( C.-f- Ic g. ecov Name of owner of premises ,)tA d1-v(1 i lh t'\--i n s•kwm (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 520 51- M- Plumbers License No. Electricians License No. 51331 k Other Trade's License No. 1. Location of land on which proposed work will be done: 31' D 1-Ac \ c,4V i Pw cad SOu-NnD 1 C. House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 59' t • 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�1(`V e n r )Q b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work ce.00-E' Mc (W Solar Pc vie S (Description) 4. Estimated Cost t\ 1232 Fee • (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises iud Tn 14, infAddress 39-cga Mdin S A*J Rhone No.(031-SPS- 522 3 Name of Architect Address Phone No Name of ContractorolotrCiA- Address 423 p-l&it( PKC S je.C.Phone No. 031-0 i,-ZQ 610 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5(,l-f{011‹. ) I\(0,1a1i e Rerc --5bloor0-1-�1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Q9-en-1-I Coli-l-y-QC-f Or- 30 arC-RI (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the seiliMititri rti,,.oi a 3,1, 1 and fi.e this application; that all statements contained in this application are true to the best of his knaviPINWallffiREUeiMclitliatAlguito•k will be performed in the manner set forth in the application filed therewith. Registration No.@1ZI6128779 Qualified in Suffolk County Commission Expires October 9,20/-2 Sworn to before me this Zed day of Pecen-ib'I( 20 15 pp 4 ,,„‘,,,_,, _ ,. n --� n Notary Pu . i1 Signature of Applicant `ioitassir,,,,,,, 'I((�{ [I' 1�}irk [�-^i (j'"y A. Russell �t�l *4� �SL//y,�,.� moi+ ����.+L V-��4����� Ft �1..1���7�• Scott Russell � -a r SUPZRVISOR r. MANAGEMENT SOUTHOID TOWN HALL-F.o-Box Aad48•' Town YI of 83095 Main Roam-SOUTHOID,NEW YORK 22971 ‘44:1°*, •� 0.1 CHAPTER 236 - STORMWATER MNAGE NT•WORK SKEET (To BE COMPLETED BY THE APPLICANT) . :.:_ -_::_ ••••••••••••• te DOES 'I'RS I oncT mimum my of TM maomwaw�~ [CHIC All.THAT APPLY) Ycs No 0 51 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ di B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. 0 E C. Site preparation on slopes which exceed 10 feet vertical rise to #. 100 feet of horizontal distance. .; ■ r D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. picE. Site preparation within the one-hundred year floodplain as depicted - ? on FIRM Map of any watercourse. I -4 F. installation of new•or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * I€you anstw+ ed No to all of the questions above,SIMI Complete the Applicant section below with your Name, Signature,Contact Information,Bate &County Tax Map Number' Chapter ZS does not apply to your project- ff you answered INS 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 bulldog-Department wltfi ur Building Permit Application. --- S.O.T.3�2 IaQt? Dam Owner.APPP ANT:O'sogerty OwnDesign Professional,Agent,Contraetflr.Other) t0 5,2 • ( t NAME- ✓\01/4oke era- 5rAporc tion Stock ass,lcs •vaas FOR BUILDING DEPART -1ENT USE ONLY Contact rnformatiorn _W3 o 2 0 teawnect Reviewed By: - Date: Property Address/Location of Construction Work: S33® \ n Dom:S^\ Approved for procr ing Building Permit- Stormwatcr Management Control Plan Not Required_ —nOtAttIDICLIO SIC l D Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 /I tf • 9tiLOi eI : 11 `fiI-Pfl-/1 �o��o�soU/6a - II' Town Hall Annex 4141 4 Telephone(631)765-1802 • 54375 Main Road y • ' ; (6311765`95Q2 P.O.Box 1179 � Q,�� roger.riche(ti0W11.soUu,otd.nV.!!s Southold,NY 11971-0959 A t %11- BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Date: I - nl -( 5 Company Name: Sol Cl�� Name: a-GLSOTN (ane . • License No.: ( ) 9 ) II,,'_ Address: �'�2 c �r iku Q Tictope , P< AY/ 117�� ,n • Phone No.: • 51 (p=j a 4 5590 -1-�V1 VV JOBSITE INFORMATION: (*Indicates required information) • *Name: 3U d i'}-1'1 w 1()i itM at vi *Address: ' - ) \c -'. ` \V1fiLl Rd Seed 1A-41 *Cross Street: *Phone No.: (03\- 1(05- 5z2[5 Permit No.: • Tax•Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • Zroc Hour-1- Soler N1&Q1S • 5. � �� Zc Ookyid (Please Circle Al!That Apply) . *Is job ready for inspection: YES/(, " Rough In Final *©o 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 �b� 82-Request for inspection Form °1 ,„ ii(�i 1g1®4*®F {7®UIg/®l Town Hall Annex : Telephone(631)765-1802 54375 Main Road Jr ills t Fax(631)765-9502 P.O.Box 1179 ..93. ®� i ce• Southold,NY 11971-0959 .�c®UNriV;;• . if February 10, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City 923 Motor Parkway Suite C Hauppauge, NY 11788 Re: Whittington,3780 Main Bayview Rd,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification from an architect or engineer stating the panels were installed per NYS Building Code ,tO Application for Certificate of Occupancy. (Enclosed) c Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40333 — Solar Panels SoIarCity February 16, 2016 Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold NY 11791 Dear Inspector, I am submitting the post installation letter for: 3780 Main Bayview Rd Southold, NY 11971 Permit #40333 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, &ilia- &apt ne Gina Capone 631-835-7394 gcapone@solarcity.corn ii E '7''- f-N-7771-------1(") j FEB 18 2016 [L ) I ro ' „I, 923 Motor Parkway,Ste C Hauppauge,NY 11788 r(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com A7 ROC;ma 77UROC 245-SO,ROl.27749S,CA LI0da815104 CO EC81/41,CT HIC 0052770/6,1C 0125305,CC a711014C10ECC'02569 HI Or 30,70,LMA HIC 1030722,MU)MHO IUS D48, NJ I1,1411Ca13VH0U Ia0SU0r34EB017,t27CO,OR G6100400/CCC2/PS1 I0 2,PA I aCPACHr243,IS 12CLP'000,WA FOLAIUO"91901/h0L.ANCII CI-r'02013 B;nlorClty.All rights room vred 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 SolarCity Corporation (650)963-5100 3055 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 WorkLocation of Insured(Only required fcoverageisspecifically ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, La, a Wrap-Up or Social Security Number Policy) 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 9/1/15 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box If all partners/officers included) ❑ali excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify 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's valid for 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 've or licensed agent of insurance carrier) Approved by: �• ' rwTPIJ (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-I05.2.Insurance brokers are NOT authorized to issue it A •, (MM/DD/YYYY) A`�oma® CERTIFICATE OF LIABILITY INSURANCE DATE 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 NAME: PHE 345 CALIFORNIA STREET,SUITE 1300 (A/CN No.Ex* (NC,No): CALIFORNIA LICENSE NO.0437153 ADDRESS: SAN FRANCISCO,CA 94104 Attn:Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zurich Amencan Insurance Company 16535 INSURED INSURER B:American Zurich Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP IVSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY GL0018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(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 JECOT- X LOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED x SCHEDULED BODILY INJURY Per $ AUTOS AUTOS ( accident) — X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ _ AUTOS (Per accident) Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X PER OTH- A AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE WC018201500(MA) 09/01/2015 09/01/2016 E L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 DEsCRIePcbN uOnd OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 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 Charles Marmolejo .c"... ... ...%- :-�/L: :. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEFT OF LABOR, LICENSING coNsuMER AFFAULS 1., stop • HOME IMPROVEMENT F ...` CONTRACTOR LICENSE SHAUN E CHAPMAN k , - This sett:ills:3 that tha bearer's duty cv=co.an GUY CORPORATION licensed by the • omeassee County of Suffolk 152057-1-1 08101/2013 COMICSPI• 21.21""Wn 08102/2017 • SUFFOLK COUNIYCEPT OF LABOR MENEM&CONSUMER AFFAIRS MA ELECTRIO!AN r " - JASON KANE rts= Tits canes th2t tho bearer had* SOLAR WY CORP. Roomed by tho Mindy of Suffec 03/15/2013 51331-ME ZumoraweacT ark3c=sishar Domain:MB 03/01/2017 • • • • Version#53.4-TBD �",%, -'7SolarCitY 0v PIL November 24,2015 RE: CERTIFICATION LETTER Project/Job# 119997 Project Address: Whittington Residence 3780 Main Bayview Rd Southold,NY 11971 AHJ Southold Town SC Office Long Island Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category= II -Wind Speed = 120 mph,Exposure Category C -Ground Snow Load = 20 psf -MP1: Roof DL= 10.5 psf, Roof LL/SL= 19.5 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) -MP2: Roof DL= 10 psf, Roof LL/SL= 19.5 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 To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for . .,',''nally a summary of the structural review is provided in the results summary tables on the following page. 0 VV k Digitally sl ned EC L1 PSE y Location 429 Rlve�sid Shelley_ 1 ENGINEERING Inc.,P.C. 1 7 �;1 Off+ ' oc STE421;Spoka e`WA C) . ,IljIQ Contact Info:15 ,21=7731 Eclipse Engineering,as a third party, 2 +�:ry,-::1:- ' Date 2015-11co 13.08.00-08'00' has provided a structural-only review of SAA, 095379 <, the enclosed project. pFESS100\' 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888) s'--.___.---. 0)638-1029 solarcity.com A7 ROC 243771,CA CSLB 888104,CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC HIS 71101488 HI CT-29770,MA HIC 108572,MD MI-SC 128948,NJ 13VH06100600 OR CCB 180498,PA 077343,TX TDLR 27006 WA GCL'SOLARC'91607 Cr 2013 SolarC,ly All rl©ltts r000rvea , \N-SA Version#53.4-TBD SoIarCity PIL • ' HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape ' , Hardware-Landscape Modules'Standoff Specifications. ' . L , Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 64" 24" 39" NA Staggered 84.2% MP2 64" 24" 39" NA Staggered 84.2% Portrait _ ' Hardware-Portrait Modules'Standoff Specifications ° ' Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 32" 16" 65" NA Staggered 70.0% MP2 32" 16" 65" NA Staggered 70.0% Structure Mounting Plane Framing - ,` Qualification Results - ' Type Spacing Pitch Member Evaluation Results MPI. Stick Frame @ 16 in.O.C. 20° Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 20° Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771 CA CSLB 898104 CO EC 8041 CT HIC 0632778,DC HIC 71101486,DC HI3 71101488,HI CT 29770,MA HIC 168572,MD IMHIC 128948,NJ 13V1-106160600 OR CCB 180408,PA 077343,1X TDLR 27006,WA GCL SOLARC'01007 0 2013 S°IarCrty All riglilL mserved s [STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 _� Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 12.70 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 in.^2 Re-Roof No Span 4 S,1 13.14 in.^3 Plywood Sheathing Yes Span 5 I,, 47.63 in.^4 Board Sheathing None Total Rake Span 14.75 ft TL Defl'n Limit , 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species , SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.00 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emi„ ; 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.06 11.2 psf 11.2 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf ' Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL1'2 20.0 psf x 0.7 I x 0.7 14.0 psf 14.0 psf Total Load(Governing LC) TL 25.2 psf 28.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)pg; Ce 0.9,Ci=1.1,I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) _ CF Cr D+S 1.15 1.00 0.45 1.2 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand, Post-PV Demand Net Impact Result Gravity Loading Check 747 psi 677 psi 0.91 Pass J CALCULATION OF DESIGN WIND L®ADS-MP1 ______________ _____ __ ____ 1 Mounting Plane Information Roofing Material __- ______ __ _ __ _ _____ Comp Roof -- -- -^ �- PV System Type______ ___ w _ -_— _SolarCity SleekMountT"" ____-_______________ Spanning Vents _ _ _ __ No _ _ Standoff(Attachment Hardware) _ _ - _ Comp Mount Type C --- - -" .-�- Roof Slope 20° Rafter.5-pa-Cin-g— pacing ----- -- ---__.____-- _--_----—_—_16 O.C.---_--___-__________-•---_ _ ----- Framing Type/Direction Y-Y Rafters Purlin_Spacing___ ________ X-X Purlins Only . -_ __ ________ _ NA__ _____ - ____ ______- Tile Reveal Tile Roofs Only NA _ Tile Attachment System _`__._ __ _Tile Roofs Only _- _ ___�_ NA- _________ ^, ____ Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria ' Wind Design Code _ ASCE ASCE 7-05 Wind Design Method _ _ - � - Partially/Fully En _�closed Method __-_ _�_____ ___ Basic Wind Speed _ _ _ _ V__ _ 120 mph Fig. 6-1 _ Exposure Category^ _, _. _____ -� C _ �_-`-- "_Section 65.6.3_ Roof Style _ __ _ Gable Roof _ Fig.6-11B/C/D-14A/B Mean Roof Height - _ - ______ h _-_ _. _�_ 25 ft - __—,Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ __ ___lZ _ __ _ _ _ 0.95 Table 6-3 _ Topographic Factor _ -_ __-_ Kzt_____ __ ________ - 1.00____________ ___ Section 6.5.7 _ Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC,(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC,) Equation 6-22 Wind Pressure Up p(up) -25.9 psf Wind Pressure Down p(do,^,,,l 13.4 psf ALLOWABLESTANDOFF SPACINGS _ ,�_ __ _ _ � __ ____—___ _________ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" _ 39" _ MaxAllowable Cantile_v_er _____ Landscape �___—_ - 24Ir-1 __`__ NA _ Standoff Configuration Landscape Staggered Max Standoff Tributary Area_________ Trib ____ ___ _____ '17 sf _-___ __ __i_.e_- __. PV Assembly Dead Load _ W-PV 3.0 psf _ _ Net Wind Uplift_at_Standoff ______- ____T-actual_ _____________________T -421 lbs ___J_'_^_ _____` Uplift Capacity of Standoff _ T-allow_ 500 lbs Standoff Demand/Capacity _A—DCR__�_— 84.2% _ _ _ -._.___ ____ X-Direction Y-Direction Max Allowable Standoff Spacing____ Portrait _ __ _ 32" _ _65" Max Allowable Cantilev_er _ _ _ Portrait _ __- ___ 166" _ - __ NA Standoff Configuration Portrait Staggered Max Standoff_ TributaryArea_--_.__ _ Trib _,__u - _4_- __ 14 sf _-`-_______ __ _ PV Assembly Dead Load _T_ W-PV ___, _3.0 psf - ^--_- Net Wind Uplift at Standoff ___ Tactual _ _______ , -350 lbs _ ____ __ Uplift Capacity of Standoff T-allow _ _ 500 lbs _ __ _i Standoff Demand/Capacity---- DCR 70.0% - _ —A i ;STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MPI � Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 0.66 ft Actual W 1.50" Roof System Properties Span 1 11.05 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 I, 20.80 in.^4 Board Sheathing None Total Rake Span 12.46 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.83 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.25 ft Wood Grade #2 Rafter Slope 20° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust . Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.06 10.6 psf 10.6 psf PV Dead Load PV-DL 3.0 psf x 1.06 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL/SL1'2 20.0 psf x 0.7 I x 0.7 14.0 psf 14.0 psf Total Load(Governing LC) TL 24.6 psf 27.8 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C,)(Is)p9; Ce 0.9,Ct=1.1,Is=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+S 1.15 1.00 0.61 1.3 1.15 Member Analysis Results Summary Governing Analysis Pre-PV Demand . _Post-PV Demand Net Impact Result Gravity Loading Check 970 psi 874 psi 0.90 Pass [CA LCULATION_OF DESIGN WIND_LOADS -_MP2________ __ __ ______________________..__I_________! Mounting Plane Information Roofing Material Comp Roof - PV System Type ____________________ - _______ SolarCity SleekMountT"_ ___ _T. __ ______ Spanning Vents -- --- ---______-- N0 -------------------- Standoff(Attachment Hardware) Comp Mount Type C - Roof Slope - ______-------_--_._-_____--- --- 20� ---- ____ ----- Rafter pacing.__---__.__-___ ._.._______.________-__T_-_____16"O.C. __--____ __- Framing Type/Direction Y-Y Rafters Puriin Spacing___________--__ _X-X Purlins Only______ __ NA_ _______._______`___-_� ________ Tile Reveal _ ____-_ �_ Tile Roofs Only_ �- _ �_, NA _--_.-- -_ Tile Attachment System ___-__ Tile Roofs Only_ __________�__ _ 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 -_ Exposure Category_ _ _ ___. ____- C _ _-�._ .____ .'Section 6.5.6.3 Roof Style -- ____ _�____^_ :_ Gable Roof - _Fig.6 118/C/D 14A/B Mean Roof Height T h _ 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure ___ __ ____ Kz_____ __- ____ _ 0.95________ _ _ _ Table 6-3 Topographic Factor ___ ___ __Ka _______-._- ____ _____1.00 ____ _______ __ _ Section 6.5.7 _ _Wind Directionality Factor Ka_-_ 0.85_- -_ - _ - Table 6 4_ _ Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC„(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC,) Equation 6-22 Wind Pressure Up Nun) -25.9 psf Wind Pressure Down pfdown) 13.4 psf ALLOWABLE STANDOFF SPACINGSi X-Direction Y-Direction Max Allowable Standoff Spacing_-_ _ Landscape _ _ ___ _-_64"__ -_ _-_ 39" _ Max Allowable Cantile_v_er __ __ ___ La ndscepe_ __-________24" -_____-_�_-. ___NA____ Standoff Configuration Landscape Staggered Max Standoff Tributary Area _______ -Trib__ _-_,___ __�_,i_ 1_7 sf __ _ _`_ _, _ __ PV Assembly Dead Load _ _ W-PV _�- _ _ _- 3.0 psf- -_ _ ______-_____. Net Wind_Uplift at Standoff__ ____ T-actua11__ _,_-_---__ _ --421 Ibs_ _ ____�____ -__-_____ Uplift Capacity of Standoff _ - T-allow -__-_ __ ___-500 lbs T_ _ `_ _ Standoff Demand/Capacity DCR 84.2% X-Direction Y-Direction Max Allowable Standoff Spacing_____Portrait_Portrait _ ___ __,_32"___ __ ____ _ 65" _ Max Allowable Cantilever _-______ Portrait ______ ____-_____16"_ _____________ _�,NA� Standoff Configuration Portrait Staggered Max Standoff TributaryArea_____ __Trib _-___________ __ 14 sf _____-v-- _ _-__- __ ___ PV Assembly Dead Load _ _ W-PV _____ _3.0 psf _ __ _ Net Wind Uplift at Standoff ______ Tactual -350 lbs �_�___- _ �- Uplift Capacity of Standoff _T-allow_ __ 500 lbs _ _ _ _ Standoff Demand/Capacity DCR - - 70.0% - _ ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES f Ab A AMPERE 1. THIS SYSTEM IS GRID-INTERIIED VIA A APPROVED �.b NOTE Co;L3'L`'_{ 1:•;;','`;'H ALL CODES OF AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. ®�� NEW �'� z', ;, TOWNCODES BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. DATE:_ !__ BP.# AS REQUIRED A€ ��, +r,�lr�IT�CO S CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING f �_ r��, OF DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN ' - FEE: BY:-.. — EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. NOTIFY' BUILDING DEPARTMENT AT S I it T•+ k (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING 765-1802 8 AM TO 4 PM FOR THE �^ +' '+' •^''+ + ' I' 'OARD EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FOLLOWING INSPECTIONS: FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE 1. FOUNDATION - TWO REQUIRED �.�..n__ .,_ SGOT:v,i. : TC::', TaiSTEES GALV GALVANIZED HAZARDS PER ART. 690.17. FOR POURED CONCRETE GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE r_�_,___-�--�.�,- , €�.' h�Eri - , r �" GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY 2. ROUGH - FRAMING & PLUMBING PL a . - 1, 3. INSULATION "� €° r,�� r w °k =h:QED HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. f� F ft, Y � � � � a ?^ � I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 4. FINAL - CONSTRUCTION MUST ,v ' Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). BE COMPLETE FOR C.O. E IS NL &�� F � Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ALL CONSTRUCTION SHALL MEET THE � � � �p p� � �� kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR REQUIREMENTS OF THE CODES OF NEW kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC YORK STATE. NOT IIESPONSIBLE FOR OF ATE LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY Structural Only MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY „co OF NEIN y NEUT NEUTRAL UL LISTING. Digitally-signed by Sunil ,`P RION 0,9 NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE Shenoy ro ti� � Sy I r, ECLIPSE 1- „' •' ; OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE ,,� * , , �r,1 y *_ Location:421a W Riverside, '.h'r�i PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING ., 1 E N G I N E E R I N G Inc.,P.C. ' '1;4)-4 f P01 POINT OF INTERCONNECTION HARDWARE. STE 421, Spokane,,WA = ,' '� M w PV PHOTOVOLTAIC 10. MODULE FRAMES, AND POSTS SHALL BE Contact Info: 500 9.,921-7731 - "`— `� RAIL, Eclipse Engineering,as a third party, 2�, .,.�y ,^�� �? SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. Date: 2015.11.25.x` has provided astructural-only review of s, 0953.1 ��. S STAINLESS STEEL 13:07:51-08'001 , the enclosed project. A',OFESs10”' STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT - "' / PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT ` ` '' N f '� ' �� S PV2 SITE PLAN _. "` ' s l,- , �'''' PV3 STRUCTURAL VIEWS 'y CO `" `' ' PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES ,n,,3t,. � � 4. P �{ Cutsheets Attached t - .. - - ` e Goo-se .Net 1. ALL WORK SHALL COMPLY WITH THE 2010 . { ' fir. /9' R.C.N.Y.S. # , 1'�!y w '' �' 2. ALL ELECTRICAL WORK SHALL COMPLY WIN THE 2008 NATIONAL ELECTRIC CODE. `.,. ,►'.4 �. 'x 5 411,3;1 MODULE GROUNDING METHOD: ZEP SOLAR ,„• ' ... ' - AHJ: Southold Town T: 0 - , REV BY DATE COMMENTS , { ,frie r�_'� ©©DATE COMMENTS s <' vii Y' r UTILITY: PSE&G-Long Island (Public Service Electric f'` I -- 4... - ' ii ' . :.- _ .15 . . & Gas Co.) ©2015 , DigitaiGlobe, New York GIS, USDA Farm Service Agency©©© * J B-119997 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER �� ■ CONTAINED SHALL NOT BE USED FOR THE WHITTINGTON, JUDITH WHITTINGTON RESIDENCE Haylom Gebretensaye �:,;SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM. �'�" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3780 MAIN BAYVIEW RD 5.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearvfew Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SHEET REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER• T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB ; PVI-5000-OUTD-US-Z-A (631) 765-5223 COVER SHEET PV 1 11/24/2015 (888)—SOL—CITY(765-2489)www.solarcity.com PITCH: 20 ARRAY PITCH:20 Structural Only -\ MP1 AZIMUTH:182 ARRAY AZIMUTH:182 MATERIAL:Comp Shingle STORY: 2 Stories I :4,0 �pF NEW Y PITCH: 20 ARRAY PITCH:20 RID O, MP2 AZIMUTH:182 ARRAY AZIMUTH:182 I �,� �N sy �' MATERIAL:Comp Shingle STORY: 2 Stories fir= i, - EF, elk. 3780 Main Bayview Rd '09 095379 P��aC� 641 �FESSION li 1\ (E) DRIVEWAY fp - .\ , Front Of House AC LEGEND , ,---N 0 0 (E) UTILITY METER & WARNING LABEL Ir _ 1 I `�_,' ® INVERTER W/ INTEGRATED DC DISCO O `---- & WARNING LABELS tili - MP1 X �i DC DISCONNECT St WARNING LABELS 0 0 0 Q O ® AC DISCONNECT & WARNING LABELS 1 U 90 6 C'_ 0 00 girl DC JUNCTION/COMBINER BOX & LABELS Pr MP2 o o o C 0 a o ° Locked Gated o 0 0 aI 0 0 C DISTRIBUTION PANEL & LABELS 0 0 0 0 0 0 0 0 -®—e--o• o- LG LOAD CENTER & WARNING LABELS ° Locked Gaffed ° ° o o 0 0 o A O DEDICATED PV SYSTEM METER - Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR B — GATE/FENCE kilo- 0 HEAT PRODUCING VENTS ARE RED tik �� INTERIOR EQUIPMENT IS DASHED l_-=�J 104 SITE PLAN N� Scale: 1/8" = 1' W r+ E 01' 8' 16' `+ ■v•• , - ■ j ,, .4 J B-119 9 9 7 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: ' CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER. � ■ CONTAINED SHALL NOT BE USED FOR THE WHITTINGTON, JUDITH WHITTINGTON RESIDENCE Haylom Gebretensaye �; SO�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: "` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3780 MAIN BAYVIEW RD 5.2 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 3055 Clear ew Way THE SALE AND USE OF THE RESPECTIVE - (20) TRINA SOLAR # TSM-26OPDO5.18- PAGE NAME SHEET REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-5000-OUTD-US-Z-A (631) 765-5223 SITE PLAN - PV 2 11/24/2015 (888)–SOL–CITY(765-2489)www.solarcity.cam (tHiiiiiiik. - e _ ' - 9 Il Vol 12'-8" �. (E) LBW 4" IIIIIIIIII `4 1'- 1 (E) LBW — SIDE VIEW OF MP2 NTS SIDE VIEW OF MP1 NTS A MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE _ 64" 24" STAGGERED MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES - PORTRAIT 32" 16" LANDSCAPE 64" 24" STAGGERED RAFTER 2x6 @ 16" OC ROOF AZI 182 PITCH 20 STORIES: 2 TCH 2e PORTRAIT 32" 16" ROOF AZI 182 PITCH 20 _ ARRAY AZI 182 PI C.J. 2x12 @16" OC Comp Shingle RAFTER 2x8 @ 16" OC ARRAY AZI 182 PITCH 20 STORIES: 2 C.J. 2x6 @16"OC Comp Shingle _ . PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER Structural Only & FENDER WASHERS LOCATE RAFTER, MARK HOLE �7L1�I ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT <c.,OF NEW YD ZEP ARRAY SKIRT (6) HOLE. c'�Q'�gRI�N S 9� SEAL PILOT HOLE WITH * ~ y (4) (2) POLYURETHANE SEALANT. J worit‘',ZEP COMP MOUNT CLiimiemn w �i T Vis: * ( ) INSERT FLASHING. 2 F'� .�' ZEP FLASHING C / ��.� � en co 09539 ��� .� 1. (E) COMP. SHINGLE �'I '� (4) PLACE MOUNT. ROFESSIONP (E) ROOF DECKING WilalMi 111/M. (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. - - STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH WITH SEALING WASHER BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER, sel `STANDOFF - Scale: 1 1/2" = 1' PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBER. J B-119997 00 tiSolarCityCONTAINED SHALL NOT BE USED FOR THE WHITTINGTON, JUDITH WHITTINGTON RESIDENCE Haylom Gebretensaye BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN. Comp Mount Type C 3780 MAIN BAYVIEW RD 5.2 KW PV ARRAY -PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 Clear-view Way THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PD05.18 San Mateo,CA 94402 PAGE NAME - SHEET: REV: DATE SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-5000-OUTD-US-Z-A (631) 765-5223 STRUCTURAL VIEWS PV 3 11/24/2015 (888)—SOL—CITY(765-2489)www.solarelty.com • GROUND SPECS I MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoLabel Inv 1: DC Ungrounded INV 1 -(1)ABB # PVI-5000-OUTD-US-Z-A LABEL: A -(20)TRINA SOLAR ## TSM-260PD05.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:63129854 Tie-In: Supply Side Connection _ FCI Inverter; Zigbee 5000W, 240V, 96.5% PV Module; 260W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38,2 Vpmax: 30.6 INV 3Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E 150A MAIN SERVICE PANEL E5 150A/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity (E) WIRING CUTLER-HAMMER Inverter 1 IND ® Disconnect n A X Vstart= 186V © Q5 ABB • Dc+ nl B 30A PVI-5000-OUTD-US-Z-A • DC- MP 2: 1x6 ••� _ EGC J 150A 2P Li -e n �.I-I n Lz 240V c� DC+ I -+ D+ Vstart= 200V J �^ ela N �� DC• I l 3) Ch XE LOADS GND _ EGO/ DC+ 7C+ MP 1: 2X7 I ( > J I `�� DEC �lp DC- • { �� /�, I • J I GND I EGC - ■_ -t:-.:GC ---- V_ T !-(1)Conduit Kit; 3/4" EMT �/ N I _L - J I Z-CD CD GEC4 TO 120/240V I SINGLE PHASE UTILITY SERVICE i - II 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-(1>Gra qd Rod B -(1)CUTLER-HAMMER /}DG222NRB -(1)SolarCity#4 STRING JUNCTION BOX 5/8 #x B, Copper Disconnect,. 60A, 240Vac Fusible, NEMA 3R AC 2x2 STRINGS, UNFUSED, GROUNDED DC -(2)ILSCO IPC 4/O-#6 -(1)CUTLER-tIA(IMER #DGIOOIJB Insulation Piercing Connector; Main 4/0-4, Tap 6-14 Ground/Neutral Icit•, 60-100A, General Duty(DG) -(2)FERRAZ SHAMUT#R632 SSC-SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Fuse Reducer 30A Fuse for 60A Clip, 250V AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER-HAMMER #DS16FK Class R Fuse Kit -(2)FERRAZ SHAWMUT#TR3OR PV BACKFEED OCP Fuse; 30A, 250V, Class RK5 O-(1)AWG#6, THWN-2, Black -(1)AWG#10, THWN-2, Black -(1)AWG#10, THWN-2, Black Voc* =301.63 VDC Isc =18 ADC -(2)AWG #10, PV Wire, 600V, Black Vac* =258.54VDC Isc=9 ADC 6 cr-(1)AWG#6, THWN-2, Red 5 (1)AWG#10, THWN-2, Red 3 "' (1)AWG#10, THWN-2, Red Vmp =214.2 VDC Imp=17 ADC 1 (1)AWG #6, Solid Bare Copper EGC Vmp =183.6 VDC Imp=8.5 ADC �(1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 MC O • (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 MC O (1)AWG#10, THHN/THWN-2, Green EGG -(1)AWG#6, Solid Bare Copper GEC -(1)Conduit Kit; 3/4°EMT -(1)AWG#8, THWN-2, Green EGC/GEC-(1)Conduit it; 3/4°EMT -(1)AWG#10, THWN-2, Black Voc* =258.54VDC Isc =9 ADC (4)AWG#10, PV Wire, 600V, Black Voc* =301.63 VDC Isc =9 ADC ® §-(1)AWG#10, THWN-2, Red Vmp =183.6 VDC Imp=8.5 ADC O g (1)AWG#6, Solid Bore Copper EGC Vmp =214.2 VDC Imp=8.5 ADC (1)AWG#10, THHN/THWN-2, Green EGC J B-119997 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL- 1HE INFORMATION USED HEREIN JOB NUMBER: SolarCity CONTAINED SHALL NOT BE USED FOR THE WHITTINGTON, JUDITH WHITTINGTON RESIDENCE Haylom Gebretensaye 'ilk BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �..� NNOR ORTH LITOTHBE DISCOUTSLOSED IN RECIPIENTS OR IN Comp Mount Type C 3780 MAIN BAYVIEW RD 5.2 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES SOUTHOLD, NY 11971 w Way y THE SALE AND USE OF THE RESPECTIVE (20) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET REV: DATE 3055 San Mateo CleCle CAe 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T.(650)638-1028 F:(650)638-1029 PERMISSION OF SMARMY INC. ABB # PVI-5000-OUTD-US-Z-A (631) 765-5223 THREE LINE DIAGRAM PV " 11/24/2015 -(888)-SOL-CITY(765-2489)www.solarcitycom 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 DO NOT TOUCH TERMINALS NEC 690.17.E THE DC CONDUCTORS OF THIS NEC 690.35(F) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC;SYSTEM ARE TO BE USED WHEN DC (INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS PHOTOVOLTAIC DC ( ) IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER-_A (DC) (INV) INTERCONNECTION Per Code: POINT CURRENT(Imp) WARNING: ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 MAXIMUM POWER Per Code: HAZARD DO NOT TOUCH POINT VOLTAGE(Vmp)_V NEC 690.53 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM VOLTAGE _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 690.64.8.4 PHOTOVOLTAIC SYSTEM Label Location: - WARN I NG (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 690.64.8.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label Location: WARNING (P01) Per Code: Label Location: INVERTEROUTPUT NEC 690.64.B.7 AC (P01) DO PHOTOVOLTAIC AC (AC) CONNNNECTION NOT RELOCATE. (AC):AC Disconnect Per Code: THIS OVERCURRENT (C): Conduit DISCONNECT DEVICE 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 ACA (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 -�i+�j 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED f '■ ° San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set 4 9.•• T(650)638-1028 F(650)638-1029 EXCEPT IN CONNECTION WAIN THE SALE AND USE OF THE RESPECTIVE /� � �� (888)-50L-CITY(765-2489)www.solarcity corn SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. < SolarCity I Z p �_< olar Next-Level PV Mounting Technology 'ASOIarCity I Z pSolar Next-Level PV Mounting Technology Components Zep System - ..:' '.,I , .� � for composition shingle roofs Qtkor� ,,,,,,,Aiit .14- ..N. N.- , , , ' elk- t �'-jil -' Up=roof =".,.-7; .. N` Leveling Foot -.. '- - ^ , x- '' Ground Zep` - - — Interlock (xcyvde Owen) Part No 850-1172 - ` ',.+ - - --------1".. Leveling F°l't \� ETL listed to UL 467 Zep Compatible Module w , � — �` `'�\ ,'L .—~ -.� ;` , ter — -- Zep Groove - —%p'" -. - .% N. _,,,r.. Roof Attachment - „..,:f.Army Skirt 1` ngllgJ" - Comp Mount r '-:=� may'` Part No.850-1382 Listed to UL 2582 ILmiiiiii Mounting Block Listed to UL 2703 pOMPATj _ _ ', _ . ecm DescriptionMin PV mounting solution for composition shingle roofs �.tw` f FA o, • Works with all Zep Compatible Modules �, - , °°NPP' Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from - - any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip 13 LISTED Part No.850-1388 Part No.850-1511 Part No.850-1448 Specifications Listed to UL 2703 - Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations - Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 - • Wind tunnel report to ASCE 7-05 and 7-10 standards - . • Zep System grounding products are UL listed to UL 2703 and UL 467 13111116, lit , , • Zep System bonding products are UL listed to UL 2703 p • Engineered for spans up to 72 and cantilevers up to 24" 114 • Zep wire management products listed to UL 1565 for wire positioning devices 'tif\ • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip,End Caps -- Part Nos.850-0113,850-1421, _ 850-1460,850-1467 - zepsolar.com zepsolar.com Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by 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 venfying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats cam responsible for venfying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats corn Document#800-1890-001 RevA Date last exported November 13,2015 2 23 PM Document#800-1890-001 RevA Date last exported November 13,2015 2 23 PM Additional highlights Solar inverters — RS-485 communication interface ABB string inverters (oggerfor )nection to laptop or data lPVI-5000/6000-TL-QUTD - Integrated Arc Fault Detection and I Interruption(-A Version). 5kW to 6kW '- r. ^ •4 Technical data and types 1 ' Type code PVI-5000-OUTD-US PVI-6000-OUTD-US An f Input side I 4A y,7--*-AV _« � 5000W 6000W Nominal output power Maximum output power 5000W 6000W g. +',,,r,-=,�` a Rated grid AC voltage 208V 240V 277V 208V 240V 277V -. : - 1 (Input side(DC) ' - - I w ( Number of independent MPPT channels 2 Maximum usable power for each channel 4000W )_ 'I Start-up 0 of age(Vatart)voltageute maximum (Vmax) 200V(ad) 120-350) F W.I Full power MPPT voltage range 200-530V 'I Operating MPPT voltage range 0 7 x Vstart-580V 0 I Maximum current(Idcmax)for both MPPT in parallel 36A Maximum usable current per channel 22A n e 1 Number of wire landing terminals per channel 2 Pairs Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 (Output side(AC) - - Grid connection type 10/2W Split-0/3W 10/2W 10/2W Split-0/3W 10/2W ` Adjustable voltage range(Vmin-Vmax) 183V-228V 221 V-264V 244V-304V 183V-228V 211 V-264V 244V-304V Grid frequency 60Hz Adjustable grid frequency range 57-60.5Hz Maximum current(I°°,,°°,)Aar 27Afh1s 23Ame 20AM1 30Ams 28Ams 24Ams The wide input voltage range Highlights: Power factor >0.995 Designed for residential and small Total harmonic distortion at rated power <2% commercial PV installations,this makes the inverter suitable to low _ Single phase and split phase output36.25 Ak/ 36 5 A°/ 31 75 A°,/ 36.25 A,/ 36.5 An„/ 31 75 An,/ Contributory fault current' 25 63 25 81 22 45A 25.63 25 81 22 45A inverter fills a specific niche in the power installations with reduced grid connection. Grid wrong termination type Terminal block,pressure clamp,Atl G14-AWG4�Ma a�a string size. — Wide input range for increased (Input - ' I ABB product line to cater for thosep 9 The transformerless operation offers Reverse polarity protection Yes installations producing between p stringing flexibility. high performance efficiencies of up to _ The high speed andprecise MPPT Over-voltage protection type Varistor,2 for each channel 5kW and 20kW. 0 9 P PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) 97.1/o. algorithm offers real time power I Output - I 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 available with everyinstallation.This Over-voltage protection type Varistor,2(L,-Lz/Li-G) Varistor,2(L,-Lz/L,-G) section to process two strings with harvesting. Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A enables homeowners to view their (Efficiency independent MPPT. - Outdoor NEMA 4X rated enclosure The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 97 1% a proactive and economic way of environmental conditions. CEC efficiency 96% 96 5% 96.5% 96% 96 5% 96 5% algonthm offers real-time power User interface Graphic display Graphic display maintaining and troubleshooting the - Integrated DC disconnect switch - tracking and energy harvesting. g (Operating performance - Flat efficiency curves ensure high system. in compliance with international Stand-by consumption <8W <6war.„, _ efficiency at all output levels ensuring Standards(-S Version) Night time consumption <0.6we„° <0 6W°„° I Communication consistent and stable performance User-interface 16 characters x 2 lines LCD display across the entire input voltage andRemote monitoring(1xRS485 incl) VSN700 Data Logger(opt) Wired local monitoring(1xRS485 incl.) PVI-USB-RS485_232(opt.) output power range. (environmental , - This outdoor inverter has been -13°F to+140°F(-25°C to+60°C)with Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) _ derating above 122°F(50°C) designed as a completely sealed unit to 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) withstand the harshest environmental __ Relative humidity 0-100%RH condensing 0-100%RH condensing conditions. Acoustic noise emission level <50 db(A)@1 m <50 db(A)@1 m 11 f ,! Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and productivity 2 Inverter can apply that much current-Breaker will open mip imp for a better world'” �� 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD ✓,• ,.:•t; — .. • THE Tr4liimount MODULE TSM-PD05.18 Mono Multi Solutions 41- 1 1 —„1-� "T"•r� DIMENSIONS OF PV MODULE ELECTRICAL DATA®STC —. - unit:mm 250 I 255 260 Peak Power Watts-PMAx(Wp) 245 941 _ _ _ . _ _ . • •-_�44-.--t:•�-�-"-' t I Power Output Tolerance-PMAz(%) 0-+3 I-I F ni E 1■■■■� „i.,,,�f •t•T--*�iY" _ —"5 3 'Maximum Power Voltage-V.=(V) 29 9 30 3 ( 30 5 30 6 eox t Maximum Power Current-IMPP(A) 8 20 8 27 8 37 8 50 i. t NAMEPLATE rn Open Circuit Voltage-Voc(V) 378 38 0 38 1 { 38 2 o _ I ' + t \ 4.-09,,,a4.-09,,,ac - I Short Circuit Current-isc(A) 8 75 8 79 I 8 88 9 00 l.e 1 -,' 4 \INSTALLING HOLE i- I li s Module Efficiency qIN(%) 15 0 { 15 3 15 6 l 15 9 MODULE .. .) t E STC Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AMI 5 according to EN 60904-3 P I Typical efficiency reduction of 4 5%at 200 w/m'according to EN 60904-1 1 o e so t ~-•'-"' ELECTRICAL DATA®NOCT 6 0 i' Maximum Power-PMAx(Wp) 182 186 I 190 i 193 CELLMaximum Power Voltage-V.A.(V) I 276 { 28 0 28 1 I 28 3 I MULTICRYSTALLINE MODULE )II• ^ • be,GROUNDING HOLE Maximum Power Current-IMPP(A) 6 59 6 65 6 74 f 6 84 4. + ..7---.... A A �,:.owenwE 1 I Open Circuit Voltage(V)-Voc(V) 351 + 35 2 1 35 3 35 4 WITH TRINAMOUNT FRAME 0' Short Circuit Current(A)-Isc(A) 707 710 717 I 727 NOCT Irradiance at800 W/rn'Ambient Temperature 20°C Wind Speed I m/s PD05 18 812 1 — 180 ( 245-260W Back View, POWER OUTPUT RANGE MECHANICAL DATA ( - —I.JL,j, Solar cells Multicrystalline 156 x 156 mm(6 inches) '' A• Fast and simple to install through drop in mounting solution I i Cell orientation 60 cells(6=10) q ? � i ~ Module dimensions 11650 x 992 x 40 mm(64 95•39.05 x 1 57 inches) 15.970 r ` c i Weight 21 3kg(470lbs) - _- - - __. MAXIMUM EFFICIENCY 'Glass 32mm(013mches),HighTransmission,ARCoated TemperedGlass f,�--�_ A"A I Backsheet Whde -_ Good aesthetics for residential applications - Frame Black Anodized Aluminium Alloy with Trinamount Groove� 0.4.1 T qfir(/�o �, /l/ I-V CURVES OF PV MODULE(245W) I Cables Photovoltaic Technology cable 4 0 mm'(0 006 Inches'), 10. 1200 mm(47 2 inches) ' POWER OUTPUT GUARANTEE 4 8° 000W/ ' •Fire Rating Type 2 -�',, Highly reliable due to stringent quality control —_ 800W/mT Il bm (• o ) • Over 30 in-house tests(UV,TC,HF,and many more) 5. qmiAs a leading global manufacturer i,`'l • In-house testing goes well beyond certification requirements u 3° `�= TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic yr ;,0177.1.77 —.---... ° „lamNominal Operating Cell 44°C(+2°C) Operational Temperature -40-+85°C products,we believe close \\IN Temperature(NOCT) cooperation with our partners 0. \1.1I Temperature Coefficient of PMAx -0 41%/°C , i Voltagem System 1000V DC(UL)) i m IS Critical to success With local j O 1040 2000 so. 40m presence around the globe,Trina is • Voltage(V) Temperature Coefficient of Von I-0 32%/°C Max Series Fuse Rating 15A able to provide exceptional serviceTemperature Coefficient of lsa o os%/°c to each customer in each market , --ft) Certified to withstand challenging environmental i— -- — — — and supplement our innovative, w conditions reliable products with the backing V, ,' • 2400 Pa wind load of Trina as a strong,bankable • 5400 Pa snow load WARRANTY -- partner We are committed 10 year Product Workmanship Warranty to building strategic,mutually !25 year Linear Power Warranty j beneficial collaboration with �_ __._-.. __._ r _______.__ installers,developers,distributors (Please refer to product warranty for details) <i and other partners as the —_ Zi backbone of our shared success in - - CERTIFICATION - drivingSmartEnergyTogether LINEAR PERFOR :215 ANCE WARRANTY n PACKAGING CONFIGURATION c I(L us o�F+us Modules per box 26 pieces w 10 Year Product Warranty• Year Linear Power Warranty LISTED Trina Solar Limited wwwinnasolarcom SO Li] I Modulesper40'cont°Iner 728 pieces ;t00% -- d!/( Q 8 Addition,' E1148'NUE fro 0 90% _ Trlr10$OlarS!lfTegr Warrant CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT oaMP4Trd' 0 a p - Y 02014 Trina Solar Limited All rights reserved Specifications included in this datasheet are subject to Trmasolar 0 BO% Trinasolar change without notice Smart Energy TogetherSmart Energy Together <°oMP Years 5 10 15 20 25 - - 1 ■Trina standard © industry standard 1 THE Trinmount MODULE TSM-PD05.18 Mono Multi Solutions I 3 •F - ' 1 DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm - Peak Power Watts-Pc's(Wp) 250 255 I 260 265 1 i , - 941 I,Power Output Tolerance-Pwmx(%) 0-+3 ID _ THE a Maximum Power Voltage-VMr(V) 30 3 30 5 I 30 6 30 8 �'Iria rr�n o u n t ., • FUNCTION I Maxlmum Power Current-IMrr(A] 6 278 37 8 508 61 t - • Eru,E o i Open Qrcuit Voltage-Voc(V) 38 0 38-1 38 2 38 3 ' i \rissrniwiceotE i Short Circuit Current-1m(A) 8 79 , 8 88 _ 1 900 910 , 1 Module Efficiency qrn(%) f 15 3 I 15 6 I 15 9 16 2 MODULE STC Irradiance 1000 Cell Temperature 25°C,Air Moss AMI 5 0904-1 according to EN 60904-3 I Typical efficiency reduction of 4 5%a1 200 W/m'according to EN 60904-1 0 0 ' _ ELECTRICAL DATA®NOCT 60 CELL I • Maximum Power-Penn(Wp) ( 186 I 190 193 I 197 I ,Maximum Power Voltage-VMr(V) III28 0 28 1 28 3 1 28 4 Maximum Power Current-Irnrr(A) j 6 65 6 74 1 6 84 I 6 93 MULTICRYSTALLINE'MODULE PD05.18 /12 OWN GROUNDING HOLE • A Open A Circuit Voltage(V)-Voc IV) 352 353 354 355 WITH TRINAMOUNT FRAME IShort Circuit Current(A)-Isc(A) 710 717 , 7 27 I 7 35 _/! - S NOCT Irradiance at 800 W/m',Ambien)Temperature 20°C•Wind Speed I m/s 812 1180 250-265W Back View MECHANICAL DATA f` POWER OUTPUT RANGE Solar cells Multicrystalline 156 x 156 mm(6 inches) w / Cell orientation 60 cells(6 x 10) i r ,`�� Fast and simple to install through drop in mounting solution Module dimensions 1650><992><40 mm(64 95 a 39 05 x 1 57 inches) d. / Weight - - 19 6 kg(43 12lbs) -- , - - 16.2% Glass - 3 2 mm(0 13 mches),High Transmission,AR Coated Tempered Glass MAXIMUM EFFICIENCY N Backsheet White , ' I -- _ A A Frame Black Anodized Aluminium Alloy I i , \ Good aesthetics for residential applications ,_Bax IP 65 or b7 tared T („�; Cables Photovoltaic Technology cable 4 0 mm'(0 006 inches'), 0/,/ �E/ _""� 1200 mm(472 inches) O 1 Connector H4 Amphenol VS POSITIVE POWER TOLERANCE i 9on I-V CURVES OF PV MODULE(260W) 5005W/n,' Fire Type UL 1703 Type 2 for Solar City tl ,--`” Highly reliable due to stringent quality control 80° s0owim' • {/ • Over 30 in-house tests(UV,TC,HF,and many more) T00 As a leading global manufacturer l 41r o 1 • • In-house testing goes well beyond certification requirements fi00 e00w/0 TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic • PID resistant i00 ��m 44°C ° Nominal Operating ng Cell C(+2C) Operational Temperature I 40-+85°C products,we believe close 400 Temperature(NOCT) Maximum System 1000V DC(IEC) cooperation with our partners 200 oocw/m' • Temperature Coefficient of Penn 1-0 41%/°C I i Voltage t 1000V DC(UL) • is critical to success With local - - presence around the globe,Trina is '00 \„ Temperature Coefficient of Voc I-0 32%/°C Max Series Fuse Rating 1 15A able to provide exceptional service 000 0 0 20 3a <° so Temperature Coefficient of Isc •o os%/°c to each customer tri each market --v� Certified to withstand challenging environmental and supplement our innovative, ,�F'�y`, I conditions nnricenW reliable products with the backing s • 2400 Pa wind load WARRANTY of Trina as a strong,bankable • 5400 Pa snow load - partner. We are committed 10 year Product Workmanship Warranty to building strategic,mutually_ CERTIFICATION 25 year Linear Power Warranty j beneficial collaboration with e ( i © e IlL us j (Please refer to product warranty for details) ¢i Installers,developers,distributors ,gym a °s and other partners as the r backbone of our shared success in "" ,' ,=`' c =i LINEAR PERFORMANCE WARRANTY 6b ISO driving Smart Energy Together �" PACKAGING CONFIGURATION EU-28 WEEE _ - _ 10 Year Product Warranty•25 Year Linear Power Warranty - CONP°"Nr ,Modules per box 26 pieces w Trina Solar Limited I _ Modules per 40'container 728 pieces - www.tnnasolarcom --' 31ao� Addllio - g gat Value fro { i Si 90% m Woe SOIarS Bnearµ'arrancy - • CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT Qc ip OMPAT Trinasolar - i - Trinasolar ®2015 Trine Solar Limited All rights reserved Specifications included m this dofosheet are subject to 4n (�!80% _ change without notice .Smart Energy TogetherYears 5 10 Is 20 25 _ Smart Energy Together A/ OOMPPrO Tnna standardIndustry standard