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�SafFns TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41452 Date: 3/22/2017 Permission is hereby granted to: Paladino, Robert PO BOX 635 Mattituck, NY 11952 To: install roof-mounted solar panels on existing single-family dwelling as applied for. t) l D , M of -e- At premises located at: 4160 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-4-27 Pursuant to application dated 3/16/2017 and approved by the Building-Inspector. To expire on 9/21/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Buildin ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN FALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) �y Location of Property: _ (00 0�� , ���� Li `t- ma-� I+Uo & House No. Street Hamlet Owner or Owners of Property: 0ba �A6d 11'10 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. c 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: $ �0.0D App Signature ' 9/18/2017 Town of Southold Attn: Building Department NOTICE OF CANCELLATION 4160 Ole Jule Lane Nlattituck, NY 11952 Permit ## 41452 Dear Building Division, Please void the permit for the above listed property. The panels were not installed. The home owner decided not to move forward with the solar project. Sincerely, City - - NATA 7 NOTARY PUBLIC,STATE OIE F NEW YORK Regish tion No.OIPE6329470 Anais Fernand Co nS o&County Permit CoordinVtortnnumou "�ist3��.L 631-406-9567 DD SEP 2 2 2017 BUILDINGDM. TOWN OF SOUI'HOLD FIELD INSPECTION REPORT7 DATE COMMENTS FOUNDATION(1ST) H ------------------------------------ C FOUNDATION (2ND) z r ROUGH FRAMING& PLUMBING e INSULATION PER N.Y-. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS I c eYna5 Z m b N .® y 5 � O � z r d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING'DEPARTMENT ' Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 q5j Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20_ Mail to: SolarCity-Anais Fernandez Disapproved a/c 923C Motor Parkway Hauppauge,NY 11778 Phone: 631-355-5125 Expiration ,20 Bt n pector D �����- CATION FOR BUILDING PERMIT MAR 16 2017 Date 3 , 20� INSTRUCTIONS a. This appREWRMIMempletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,adTJMTAW1W00WEEQMe 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. �F 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 tlfe 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 housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio S. , (Siga plicant or n a ion) 923C M r Pa ay Hauppauge,NY 11788 (Mailing address of applicant) State whether applicant is•owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Contractor/Agent Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 51331-ME Other Trade's License No. 1. Location of land on w ich proposed work will be done: 'L Wb ONr, "Ac, UTAli����l52-- House Number Street � x ,f_,cs'';?::E''!•�:+Sj'i�'`��,.+�.f`i��':gin:a-:''?4t "`� County Tax Map No. 1000 Section Lot .�,{.+,i1411;.":.,w1'1I li 4.-O a Y_n a..r ...• .,.,:x- <••..r..-., •_.,,n..o.-",....w.....-...,,_..�:_,{S Subdivision Filed Map No. Lot 2. .State existing use and occupancy of premises and intended use and occupancy of'proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work p SSG 2 (Description) 4. Estimated Cost � 1 JI J 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.6f.Stories,'.,! 8. Dimensions of entire new construction: Front Rear �, 1 a Depth n �3 Height Number of Stories 9. Size of lot: Front Rear Depth f da= rT1? �j,K1 10.Date of Purchase Name of Former Owner ,ti• ':r,4 i-� z i u', '3`;">' _3 ' 11. Zone or,use district in which premises are situated 12. Does proposed construction violate any zoning law,'ordinance or regulation?YES ' 'NO 13. Will lot be�re-graded?YES NO Will excess fill be removed from'premises?YES NO 14.Names of Owner of remises�)6ti, y--r�ala ^tr Address ���� �rC.'Ade'IMCPhone No. U91 -`# D �P UJ Name of Architect She 0 Address Phone No n � 1R�6o-I 02Z Name of Contractor SolarCity Address 923C Motor Parkway( Phone No. 631-355-5125 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES;SOUTHOLD.TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal-wetland? *YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide'survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor/Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to-make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be ' performed in the manner set forth in the application filed therewith. Sworn to bgfore me thi 3 da of 20k_ CYNTfIIA J Z,D& in qwf NOTARYLIC,STATE of NEW / t Public Rte&mdw Na Y1Z161W" , igna e of Appli QuMed in 6nSolk Comfy Cown�lan B:pfra October 9,20� Scott A. Russell ,��° '� STO]KI\\11WA\TIE]k SUPERVISOR MAN A\GIEM]Elv'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971O� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑UA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑QNB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [][TD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E7f E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑E�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit y-o-ur Building Permit Application. APPLICANT: (Pro erty Owner,Design Professional.Agent,Contractor,Other) S.C.T,M. #: 1000 Date J District NAME -�_Man&z — — — —1 INMO Section Block Lot (sq `""[ ****FOR BUILDING DEPARTMENT USE ONLY**"* Contact Informatifon ` 1 Reviewed By: — — — — — — — — — — — — — — — — - - - - - - - -Date- - - - - Property Address/ Location of Construction Work: — — — u E Approved for processing Building Permit. Stormwater Management Control Plan Not Required. a�C l�uC y I h� Stormwater Management Control Plan is Required III JIL ❑ (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 o�.0 � o Town Hall Annex 41 Telephone(631)7651802 54375 Main load (631176 95�2� P.O.Box 1179 . �Q rocier richert a.oWf1.SOrlU�O a.ny.us Southold,NY 11971-0959 BUILDING DEPAR'T'MENT TOWN OF SOVTHOII.D APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: '3� p *Address: *Cross Street: *Phone No.: Permit No.: Tax-Map District: 4000 Section: _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 3q (Please Circle All That Apply) *Is job ready for inspection: NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information Qf.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 Pa,Lot00 .rets C �9�?o5 82-Request for inspection Form 3Pal n YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearview Way 1c.NYS Unemployment Insurance Employer Registration Number of San Mateo,CA 94402 Insured 49-892777 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 02-0781046 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" WC 0182014-01 54375 Main Rd,PO BOX 1179 Southold,NY 11971 3c Policy effective period , 09/01/2016 to 09/01/2017 3d.The Proprietor,Partners or Executive Officers are ® included.(only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded This certifies that the Insurance,carrier indicated above in box"3"insures the business referenced above in box"1 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"2". Will-the carrier notify the certificate holder within 10 days of a policy being,cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage Indicated on this certificate prior to the end of the'policy effective period? ®YES []NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does It confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is In effect. Please Note:Upon 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: Gail Sydow (Print name of authorized representative or licensed agent of insurance camer) Approved by: z/_ 09/01/2016 (Signature) lir (Date) Title: Vice President Telephone Number of authorized representative or licensed agent of insurance carrier: (415)538-7109 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www wcb.ny.gov r 7 ® DATE'(MMIDD/YYYY) �► CERTIFICATE OF LIABILITY INSURANCE 08/1812016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: MARSH RISK& INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET,SUITE 1300 AIC No: CALIFORNIA LICENSE NO.0437153 E-MAIL ADDRESS: SAN FRANCISCO,CA 94104 Altn•Shannon Scott 415-743-8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWE-16-17 INSURER A:Zurich American Insurance Company 16535 INSURED INSURERS:N/A NIA SolarCity Corporation N/A 3055 Clearview Way INSURER C:NIA San Mateo,CA 94402 INSURER D:American Zurich Insurance Company 40142 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: I SEA-002681782-08 REVISION NUMBER:5 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. ADPOLICY EFF POLICY EXP ILTR DL SUER �TYPE OF INSURANCE POLICY NUMBER MMIDDNM MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLO 0182016-01 09/0112016 09/01/2017 EACH OCCURRENCE $ 3,000,000 DAMAGE TO X� PREM SES Ea occurrence $ 3,00RENED 0,000 CLAIMS-MADE OCCUR X SIR.$250,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'LAGGREGATELIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 PRO- PRODUCTS-COMP/OPAGG $ 6,000,000 X POLICY❑JECT �LOC $ OTHER A AUTOMOBILE LIABILITY BAP0182017-01 09/01/2016 09/01/2017 COMBINED SINGLE LIMIT $ 5,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNEDIx SCHEDULED BODILY INJURY(Per accident) $ AUTOS NON OWNED PROPERTY DAMAGE $ X HIRED AUTOS AUTOS Per AUTOS accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I , RETENTION$ _ $ D WORKERS COMPENSATION WC0182014-01(AOS) 09/01/2016 09/0112017 X STATUTE ETH AND EMPLOYERS'LIABILITY WC0182015-01 MA 09/0112016 09/01/2017 1,000,000 D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN ( - E L EACH ACCIDENT $ A OFFICER/MEMBER EXCLUDED' N NIA EWS 0182018-01(CA) 09101/2016 09/01/2017 (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under Limits apply excess of$500K SIR-CA E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below 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 Stephanie Gualurm e4iisloltf-"' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name and Address of Insured(Use street address lb.Business Telephone Number of Insured only) 650-963-5100 1 c.NYS Unemployment Insurance Employer Registration SolarCity Corporation Number of Insured 3055 Clearview Way San Mateo,California 94402 1d.Federal Employer Identification Number of Insured or Social Security Number ,02-0781046 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) CIGNA LIFE INSURANCE COMPANY OF NEW YORK Town of Southold 3b.Policy Number of entity listed in box"1 a": 54375 Main Road NYD075344 Southold,NY 11971 3c.Policy effective period: 06/01/2016 to 06/01/2017 4. Policy covers, ®a.All of the employer's employees eligible under the New York Disability Benefits Law ❑b. Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: May 26,2016 By: )or. Auti��� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number: 1.866-761-4236 Title: Underwriting Director IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,New York 12305. PART 2.To be completed by NYS Workers'Compensation Board(Only if box"41b"of Part 1 has been checked State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(12-13) e— + $ a Version#64.8-TBD S-olarCity. PIL January 12,2017 RE: CERTIFICATION LETTER Project/Job# 1191523 Project Address: Paladino Residence 4160 Ole Jule Ln Mattituck,NY 11952 AHJ Southold Town SC Office Long Island Design Criteria: -Applicable Codes=2016 NYS Uniform Code Including 2015 IBC/IRC/IEBC&2016 Uniform Code Supplement,ASCE 7-10,and 2012 NDS - Risk Category = II -Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 20 psf - MP1A: 2x6 @ 16"OC,Roof DL= 11.5 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP1B: 2x6 @ 16"OC,Roof DL= 8.5 psf,Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) - MP3: 2x6 @ 16"OC, Roof DL= 11.5 psf, Roof LL/SL= 19.5 psf(Non-PV),Roof LL/SL= 14 psf(PV) - MP4: 2x6 @ 16"OC, Roof DL= 8.5 psf, Roof LL/SL= 19.5 psf(Non-PV), Roof LL/SL= 14 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.20083 < 0.4g and Seismic Design Category(SDC) = B< D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes faL1qAxLng. ,��( f NEtV), The PV assembly hardware specifications are contained in the plans/docs submitted for approval. ,`Q. PRION qo 5 �- t_.. " . �� EC� LIPSE y� * Digitallysigned y',ush*'b � / Shen`oy.- 4j O ". O Location 421,; :Ri erside ENGINEERING InC.,P.C_ = c^ -� cc STE 421,`"Spokapt- '1nContact Info5ow;-7731 Eclipse Engineering,as a third party,Date"2017.01. O 09537 4 12:40:39-OS'00' „,,. °�� has provided a structural-only review of ,, � the enclosed project. ROFESO) 3055 Clearview way San h9ateo,CA 94402 T(6 50)638-1028 (88 8)SOL-CITY F(6 50)638-1029 so larcity.com k 05507 lq N-0'737,32 ROC,243'7,fROC 24,-453 CA CZ'-O bi.3s3:CO ECSO;t,C`n;C 0E571ME1G 022505 CC a;45f43O1Kx3OteC(',902`v?5 DE 2Q n7h i:73c1 T7-tp3?.F[EC13C,a;22'-Hi Ci-'077r1.L 7i,0C*2-MA 0C 1cBJT/ fl-!"tRt IA MOF${ Nt',CS6-3?%5C4-M/ctVYC`i211517°JCx-ti,)7BS 4N13;-I)iC119.0"E!471:^3 DC C6�r;.Y:CL'CSo<^-f'h M'CF:J77:33.R1 :tCCC'45U/Refi 3?.i,'3,;X SCCL$7r:CJd,l:i CeI:E?50 w°`D5 ti,F EwE27Dt::3L"B.VS fra.r�a2q_4YA b01,t,7C'91CJiBbIA.R.C'8Ev`F`,c7".5ani 4S7 Czc+r.F-4+.x:.tixssau tt7.J09`;O�G-F*.rt+:arn%'CmO:i Ra<Y.tar�H-rIRL-'-.zT+-O:wpt.1$ttftore -it'9lesures>aVvi-:",W H13 vC aNOISFb-DCA SUAWCtl dC tic-�:xr1;Jach,ersr.rl'SIQ NC 144eL,'55'+'A'St&hi Fi-<}rat A�•8re..tlym.."1't;^Gt9_OY3{Se-DC;.Fi,ya-K3>,.,,i..R:}rysri•«i.l r,r,,zxrr Cro+nj,:xcy LLC (RF4{t3M.`U,11,'e LrC-.fSBnE53]?3 uciHlCfhF7re5r`Cn LTrrL'+itT.Ll iSr Fad;-,tr4ff ?::1„NV ,nv i.•Iri m!L.,u1 i,€.*r,�iL.k�23/111't�:4 1 Lwm±1:s,d<s—OIL,310SLt VY Fw-:sear A Cx,1111,1di,LJ3v1Ce:.-?".S SCt:-'rt L-,n.:<•2 k.rc...".s'S3 Version#64.8-TBD ■ PIL fN X61\ v y. HARDWARE DESIGN AND STRUCTURAL,ANALYSISRESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 64" 24" 39" NA Staggered 50.6% MPIB 64" 24" 39" NA Staggered 50.6% MP3 64" 24" 39" NA Staggered 50.6% MP4 64" 1 24" 1 39" 1 NA Staggered 50.6% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 64" 20" 64" NA Staggered 83.1% MPIB 64" 20" 64" NA Staggered 83.1% MP3 64" 20" 64" NA Staggered 83.1% MP4 64" 20" 64" NA Staggered 83.1% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A Vaulted Ceiling 16"O.C. 200 Member Impact Check OK MPIB Stick Frame 16"O.C. 200 Member Impact Check OK MP3 Vaulted Ceiling 16"O.C. 201 Member Impact Check OK MP4 Stick Frame 16"O.C. 200 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearvlew Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com k 05560 A4 V- x37 AZ ROC 24-VIV§Cr'J 26]6.`0 CA CSLD P OIN CO MWO CT NIC1532MDUC ot'GSil:.c:,61O°,V{ri080PLCO-x2585 DE 20112OZ3.1 T.-6U.S2 1,EG_110Cd2-e•I CT=:770�_15-in5.Esq l,C 168572,1 FL-1136NIF LID 41C 178018;11806 NC SC'AAI-U CAip A7CP2523M t1JNI;ICn 'm w.1 EC96-177i1O NUh'J.lDt^t3S71l42-1'!)7R51911s2-v)7'7'^,CII•CI e;;n,Or,CZIVCA}MC,612 FA HIC'M77ZA3 FI .•.ON? ''R,s'ri3L' T:TECLVCklLIT�'26950-55C1 Y1ELE210515;279 VT EM-058.9 VIA 5OL-F(-MO175C'LUIC A]tn_ny 134 C, :ni A-694 Nsm,112407AO.21,10 Pt,--FC.011 a crr:n8'r-118x6-.if1-CC-+h15vf:at S^05T H'r.cs1_+..sta'vC-1,W_Jj73 1:1'C.2101386-0C.a ICENYC-41C bc.,n 04VCW6F55 155•h s+c`t-eLnFl Urvt 70 G,o-4y,NV'12-J\P201�,j0 CA,-J k__P u,,dev twf-ta.C,^F1-°r<• tiC Ca Fn5ne.+lino.66!iC• :P dCua7n6�•;rGp F,ra C:mwnS LLCI>Ilc.x ,dtY e- lr Lxn'nr_;InD<Iuxve.x,J..IIN L;ta',o Uc; LI ue ILID23+1111026 FI Lr. dL.1d...-.'0a:10Sl: ti F.-. _r.+C ii.e•16@r SL:e3-?R2e^.'. -J-,L-- 1STRUCTURE_ANALYSIS - LOADING SUMMARY AND MEMBER.CHECK-MP1A Member Properties,Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof stem Pro erties San 1 11.20 ft' Actual D Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 Ain^2 -8.25 Re-Roof No San 4 Sx(in.A3) 7.56 PI ood Sheathing,' ' No San 5' Ix 1n^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 13.69 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start- 1.08 ft Wood-Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.58 ft Wood Grade #2 Rafter Slope 20° PV 2 Start-, 'FW(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) ' 1,400,000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas _ PV Areas Roof Dead Load DL 11.5 sf x 1.06 12.2 psf 12.2 psf PV'Dead:Load PV-DL`' ti 3.0 'sf x' 1`.06 °3:2 psf, Roof Live Load RLL 20.0 psf x 0.98 19.5 Psf Live/Snow LoadLL SL1,2 20.0 psf x 0.7 1 x 0.7 14.0 psf 14.0.psf Total Load(Governing LC _TL 26.2 psf_ 29.4, sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.9,Ct=1.1,I5=1.0 Member.Design Summary( er.NDS Governing Load Comb I CD' CL + CL - CF Cr D+S 1 1.15 1.00 1.00 1 1.3 1 1.15 Member Analysis Results Summary ° r` Governing Analysis ` Pre-PV Moment Ib-in Post-PV Moment Net Impact Result GravityLoadingCheck 1031 1 928 0.90 Pass ZEP.HARDWARE'DESIGNCALCULATIONS,=�M,P1A L 'Y ;, :. _.w ^' _ ,MountingPlane Information Roofing Material Comp Roof l Roof Slope 200 Rafter S acro Framing Type/Direction Y-Y Rafters PV'System Type - F -, �;�- - - SolarCity SleekMountT'" Zep System Type _ __ ZS Comp Standoff Attachment Hardware �Com�`Mount SRV ' Spanning Vents No Wind Design Criteria,4 Wind Design Code IBC 2015 ASCE 7-10 Wind,.Design Methotla _ w_ _ w �,_ ri_ a,WPartially/Fully Enclosed Method Ultimate Wind Speed _ TV-Ult� 135 mph Fig. 1609A �.o e _ .0 - Section 26.7 Exposure Category! . Roof Style Gable Roof Fig 30.4-2A/B/C-5A/B Mean Roof'Hei ht' K li :15 ft" '$ -' Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ _ 0.85 _ _ Table 30.3-1 Topographic,Factor Krt 77_ -1.00Section 26.8 Wind Directionality Factor Kd 0.85 Section 26.6-1 Imortance'Factor Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind Pressure Ext. Pressure Coefficient U GC (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext.,Pressure Coefficient Down, GC Down) 0.45 - Fig.30.4-2A/B/C-5A/b Design Wind Pressure p p=qh(GCp) Equation 30.4-1 Wind Pressure Up Mum -29.5 psf, Wind Pressure Down Wdowm 16.0 psf X-Direction Y-Direction:. Max Allowable Standoff Spacing Landscape 64" _39" M_aKAllowable Canttle er.. .. Landsca a ,. �, _ :. . ... >. '„ � - Standoff Configuration Landscape Staggered Max Standoff Tributary.Area_A _ Trib` - _17 sf PV Assembly Dead Load W-PV 3.0 psf Net WindUpliftat`Standoff� _. Tactual- �,,, -277 IbsT" ' Uplift Capacity of StandoffT-allow 548 lbs Standoff Demand Ca"'aci _ DCR' 50 6% 5 _" X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 64" MaxMax Allowable,Cantilever� _ _ - Portrait x'20" Standoff Configuration Portrait Staggered Max Standoff Tributary' Area Trib ' 28 sf PV Assembly Dead Load _ W-PV y 3.0 psf } IVet�.Wlnd"Uplift at Sfiandoff�.� �-�° ...,.°T-ectual��'� �y�.._�`•-;��"�.:...�...�".,.._.�.455 lbs -,:,,,..���w,�""�.��...w._. ..y.{�..�_�.,._...�,.. Uplift Capac' of Standoff_ T-allow 548 lbs Standoff Demand Ca aci DCR :,83.183.1%' -T f, STRUCTURE.ANALYSIS-`LOADIN"UMMARYYANb MEMBER'CHEEK Member Properties Summary MPiB Horizontal Member S ans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof System Proerties San 1- 11.00 ft= :Actual D 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing,Material Comp Roof San 3• - Ain^2 , 8.25 Re-Roof No San 4 Sx(in A3) 7.56 PI` ood Sheathing No San 5• Ix in^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 13.47 ft TL Defl'n Limit 120 Vaulted Ceilin No ; PV,1'Start, ; 1.08,ft:,," Wood Species,,, SPF Cellina Finish 1/2"Gypsum Board PV 1 End 10.58 ft Wood Grade #2 Rafter Slope 201 -, PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing'' Full _ ' PV 3 Start '' E(psi)' 1,400,000, Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch •3; 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.06 9.0 psf 9.0 psf PV=Dead Load _ PV-DL 3.0 psf z 1.06 _ 3.2 psf Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Liv'QSnow'Load 1L SLl•2 20.6Oif x,0.7; rz'0J 14.0`psf' 14,0 psf,,' Total Load(Governing LC TL 23.0 Psf - 26.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=0.9,Ct=1.1,I,=1.0 Memberbesign Summary(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 Moment Ib-in Post-PV Moment . -Net Impact Result Gravity Loading Check 896 1 798 0.89 1 Pass ZEP-HARDWAREDESIOI4CALCULATIONS=''MP1B Mounting Plane Information Roofing Material Comp Roof Roof Slope 200 Rafter Spacing i 16"O.C. Framing Type/Direction Y-Y Rafters Zep System Type _ ZS Comp Standoff Attachment Hardwa �, Como MSRV-re) unt — Spanning Vents No Wind Design Criteria Wind Design Code IBC 2015 ASCE 7-10 Partially/Full ,Enclosed Ultimate Wind SpeedV-Ult 135 mph Fig. 1609A �,... ., _. . _..��,..... . m .._. _. CSection 26.7 Roof Style _ Gable Roof _ Fig.30.4-2A/B/C-5A/B Mean Roof Height h�_ 15 ft Section 26.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _KZ 77�__ _ 0.85 _ Table 30.3-1 Topographic Factor $ Kit_, 1.00.- Section 26.8- Wind Directionality Factor Kd 0.85 T Section 26.6-1 Importance Factory I-- _ NA Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind Pressure Ext. Pressure Coefficient U GC (Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext. Pressure Coefficient Down GC (Down)' - 0.45 Fig.30.4-2A/B/C-5A/B Design Wind Pressure P p= qh(GCp) Equation 30.4-1 Wind Pressure Up p„ ` 1-29.5 psf Wind Pressure Down ' 16.0 psf [AW WABLE STANDOFF SPACINGS � .� �T� _ _ __� � _ __ ------ X-Direction, X-Direction, Y-Direction,. Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantdev_er� - Landscape = 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area _, Trib;;; �r,_17 sf PV Assembly Dead Load W-PV 3.0 psf IVet Wind�Uplift.�at�Standoff y:,- ���T:-act al..-'�'�`-� -�.�,.mw�,�.....:__.�.__�. _,��,.�.-.z �,-;•,P- ._�_.� r"�. � � Uplift Capacity of Standoff T-allow 548 lbs Standoff Demand Ca aci DCR, -50.6% X-Direction ,,Y-Direction; Max Allowable Standoff Spacing Portrait 64" 64" _Maz Allowable Cantilever Portrait_ _ _ 20; � NA_ Standoff Configuration Portrait Staggered Max Standoff Tributary Area __ Trnb 28 sfw _ - -- P_V Assembly Dead Load_ W PV 3.0 psf� Net Wind,,Upllft at Standoff w Tactual �,. 455 lbs ._W =A,. Uplift_Capacity of Standoff T-allow 548 lbs Staridoff,Demand Ca as DCV- FSTRUCTURE ANALYSIS LOADING SUMMARY AND MEMBER�CHECK-�M,P3 _0 as _^x Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof System Pro erties S an`1 10.89 ft " 'Actual D- 5.50", Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof Span 3; Ain^2 •" 8.25 Re-Roof No Span 4 Sx(in A3) 7.56 Plywood Sheathing, No b San 5 Ix in^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 13.36 ft TL DefPn Limit 180 Vauited,Ceilin :,, ,Yes. . PV 1'Start =`1.00 ft 'Wood,Secies- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.50 ft Wood Grade #2 Rafter Sloe 200: 'PV 2 Start 'Fb` si 875 . i Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing- Full PV_3 StartE(psi) 1,400,000 Bot Lat Bracing Full PV 3 End E-min(psi)- 510,000 Member Loading Summary" , Roof-Pitch S/12 Initial Pitch Adjust Non-PV Areas PV Areas - Roof Dead Load DL 11.5 psf x 1.06 12.2 psf 12.2 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 LL SLl . Live/Snow Load' 20'A psf', x 0:7,;'1 fi x'0.7 14.0 psf '" 14.'0 psf' Total Load(Governing LC TL 26.2 psf 1 29.4 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summa per NDS Governing-,Load Comb CD CL + •CL - CF Cr D+S 1.15 1.00 1.00_ 1.3 1.15 Member Analysis Results Summary Governing Anal sis Pre-PV Moment I (IbAn) lPost-PV'Moment Net Im act Result Gravity Loading Check 973 877 0.90 Pass Mounting PlaneInformation£' Roofin 'Material"' Comp Roof' `1,1 Roof Slope 200 f;afterS acro .16 Framing Type/,Direction Y-Y Rafters 1^"",,..MountT SolerCity,Sleek ""s Zep System Type ZS Comp _LL Standoff Attachmerif Hardware Como Mount"SRV m ., m k' Spanning Vents No i" 7 77 '77"'T, Wind Desi n"Criteria, Wind Design Code IBC 2015 ASCE 7-10 i ,M< 'h PartiallLL�Full `Enclosed,Method: < Ultimate Wind Speed _ V--Ult 135 mph Fig. 1609A 7�7— ' fC Section 26:9' Ex''osure�Cate `b' �w�,�..- w��.��.�,�.._�.,_. `.a,.._...�.�_��„�s;: Roof Style Gable Roof Fig.30.4-2A/B/C-5A/B �',@5<"-,....<mp*^"'.... _F ro v6;:�1' . Mean"Roof�Hef Ntf :. h'3 15fE'" Section 26.2 Wind Pressure Calculation''Coefficients w Wind Pressure Exposure KZ 0.85 Table 30.3-1 TopograptiicFactor' ". "I W. Wind Directionality Factor , Kd 0.85 Section 26.6-1 Im ortance Factor'' I: _ NA Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2) Equation 30.3-1 33.7 psf Wind.Pressure- Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.30.4-2A/B/C-5A/B Ext`Pressure Coefficient. Down GCp Down) : 0.45 Fig:30:4-2A/B/G5A/B Design Wind Pressure P p= qh(GCp) Equation 30.4-1 Wind Pressure Up P(up) =29.5 psf Wind Pressure Down 16.0 psf ALLOWABLEVAWFF:SP 1409 X-Direction YrDirection,:. Max Allowable Standoff Spacing Landscape _ 64" 39" yi�F '•Cy,...,�,�,..«. _ w, s_.,„1, n�;„P,+.�,Y., M'ax Allowable Cantilever_. ,,.._ La'ndscap _. N_x _u�, �_ y, 24 Standoff Configuration Landscape Staggered MaX'Stdndoff Tritiutaly AreaN, _._ '' ._ .o, Trib - '.� . ._ �:""17nsfry PV Assembly Dead Load _ W-PV 6 3.0 psf Net Wmd.UplLft at Standoff , T-actual - ._-. . T-277 �_ Uplift Capacity of Standoff _ T-allow 548 Itis M Standoff Demand Ca -a-City DCR 50:6/o X-Direction'_;ww' ;:,Y=Direction Max Allowable Standoff Spacing Portrait_ 64” 64" Standoff Configuration _ Portrait Staggered Max "T StaTributary",'A�ea' ribe ndoffr .•,Yv w.,. 28 sf _ a. "„M__ .a , PV Assembj Dead Load W-PV 3.0 psf ;.t'.w�..',;^e»��s7meA�..,,,-�..,q„m.,. �,...y«. �,;r.K,.�.,.;w _,�+”` ';rrn^K•,,.-,„,n< IVetfullViridUplfk„at,Stanc(off :...... >..a F <.N,T-actualr�... w :.; <. w,.w.v. -455;Ibsw. d G.w v. w.vu, _ ._ .u, ., Uplift Capacity of Standoff T allow 548lbs Standoff,Demand Ca .,DGR'vr rv, 83.10 STRUCTURE ANALYSIS--LOADING,SUMMARY AND`MEMBER CHECK Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 1.66 ft Actual W 1.50" Roof System Properties Span.1 ;13.19 ft I Actual D 5:50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof- San3 A In^2 8.25 Re-Roof No Span 4 Sx(in.A3) 7.56 PlysArood Sheathing- No San 5 _ "Ix in^4 20.80 Board Sheathing Solid-Sheathing Total Rake Span 15.80 ft TL Defl'n Limit 120 Vaulted CeilingN6%, PV 1'Start 1.42 It Wood Species-, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.92 ft Wood Grade #2 Rafter Sloe 209 _ PV 2 Start' Fb(psi), 875• " Rafter S acin 16"O.C. PV 2 End Fv(psi) 135 Top-Lat Bracing, -. Full. - PV 3 Start E(psi) :.1,400,000_ Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 5/127 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 8.5 psf x 1.06 9.0 psf 9.0 piff 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" ° L"L' SLl'Z t~ 20'.O,psf x`'0:7_,>} „z 0.T ' 14':0"psf„ ,> F, ;14:0 p'sf Total Load-(Governing LC TL_ 1 23.0 psf _ 26.2 psf_ Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(perftS Governing.Load'Comb CD CL + CL' - CF Cr D+S _ 1.15 1.00 0.52 1.3 1.15 Member Anal sisResults Summary Governin .Anal sis ,Pre-PV Moment, (lb-in): Post-PV Moment Net Im act Result Gravity Loading Check 1 1,296 1 1 1,148 0.89 Pass ;ZEP HARDWARE DESIGN CALCULATIONS Mounting PI neInformation Roofin'_Material "= Comp Roof Roof Slope _ 200 M Rafter Spacing 16"O.C. Framing Type/Direction - Y-Y Rafters PV—System`Type- _ � SolarCity" SleekMount'"^ .' Lep System Type _ T ZS Comp Standoff Attachment.Hardware '` Como Mount SRV Spanning Vents77 No Wind Design Criteria Wind Design Code IBC 2015 ASCE 7-10 Wind Design Method - _ _ ,..wPartially,/Fully Enclosed Methodw Ultimate_Wind_Speed -V-Ult 135 mph Fig. 1609AW Exposure Category _ Section 26.7 _ Roof Style __ _ Gable Roof Fig.30.4-2A/B/C-5A/B Mean Roof Hei ht. 7-7-7-F7,77—,77 ,15.ft., Section 26.2'. Wind Pressure Calculation Coefficients Wind Pressure Exposure. Kz _ 0.85 Table 30.3-1 K _ _ Section 26.8 Wind Directionality Factor rd 0.85 Section 26.6-1 Importance Factor ` I NA 4 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V112) Equation 30.3-1 33.7 psf Wind Pressure- Ext. ressureExt. Pressure Coefficient U GCp U -0.88 Fig.30.4-2A/B/C-5A/B Ext.'Pr'essure'Coefficient Down x GC (Down) 0.45,„ Fig:30.4 2n/B/C-5A/B, Design Wind Pressure p p=qh(GCp) Equation 30.4-1 Wind Pressure Up p„ -29.5 psf Wind Pressure Down 16.0 psf ALLO'WABLE STANDOFF SPACINGS X-Direction - Y-Direction Max Allowable Standoff Spacing m Landscape 64" 39" Max Allowable Cantilever Landscape e y 24' y Standoff Configuration u Landscape Staggered Max Standoff Tributary„_Area _ •" Trib PV Assembly Dead Load W-PV 3.0 psf� _ Net..Wind BUplift_at Standoff_ ' T actual Y- _ X277=lbs Uplift Capacity of Standoff T-allow 548 lbs Stan `Demand doff, Ca'pki _'D R, 50.6% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 64" 64" M_ax Allowable Cantilever Portrait _ _e Standoff Configuration Portrait Staggered 28�sf PV Assembly Dead Load _ W-PVA _ _ _3.0 psf Net Wind Uplift at Standoff - T-actual �3 `-455 lbs Uplift CapacityofStandoff T allow 548 lbs Standoff'DemendrcCa aci k° Y "DCR°:: - _. . '.;, �" 83:1%', ABBREVIATIONS ' ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BLDG BUILDING 2. A NATIONALLY-RECOGNIZED TESTING CONC CONCRETE LABORATORY SHALL LIST ALL EQUIPMENT IN DC DIRECT CURRENT COMPLIANCE WITH ART. 110.3. EGC EQUIPMENT GROUNDING CONDUCTOR 3. WHERE ALL TERMINALS OF THE DISCONNECTING (E) EXISTING MEANS.MAY BE ENERGIZED IN THE OPEN POSITION, EMT ELECTRICAL METALLIC TUBING A SIGN WILL BE PROVIDED WARNING OF THE FSB FIRE SET-BACK HAZARDS PER ART. 690.17. GALV GALVANIZED 4. EACH UNGROUNDED CONDUCTOR OF THE GEC GROUNDING ELECTRODE CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY GND GROUND PHASE AND SYSTEM PER ART. 210.5. HDG HOT DIPPED GALVANIZED 5. CIRCUITS `OVER 250V TO GROUND SHALL I CURRENT COMPLY WITH ART. 250.97, 250.92(8). Imp CURRENT AT MAX POWER 6. DC CONDUCTORS EITHER DO NOT ENTER Isc SHORT CIRCUIT CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kVA KILOVOLT AMPERE ENCLOSURES TO THE FIRST ACCESSIBLE DC kW KILOWATT DISCONNECTING MEANS PER ART. 690.31(E). LBW LOAD BEARING WALL 7. ALL WIRES SHALL BE PROVIDED WITH STRAIN MIN MINIMUM RELIEF AT ALL ENTRY, INTO BOXES AS REQUIRED BY eturae/ Only (N) NEW UL LISTING. NEUT NEUTRAL 8. MODULE FRAMES SHALL BE GROUNDED AT THE �OF NEW Y NTS NOT TO SCALE UL-LISTED LOCATION PROVIDED BY THE t���r OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING Di itall 'si ned b :S shi �� ��. Sy PL PROPERTY LINE HARDWARE. S enoy,, g$ Er L1 PSE * �� POI POINT OF INTERCONNECTION 9. MODULE FRAMES, RAIL, AND POSTS SHALL BE O PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS. Location:4211 Riverside, ENGINEERING Inc.,P.C. N -< w STE 429,-Spokane SCH SCHEDULE Contact Info:'50"21-7731 Eclipse Engineering,as a third party, 2� S STAINLESS STEEL Date:-2017.01.13 `� `� 095379 ,�" has provided astructural-only review of op TYP TYPICAL STC STANDARD TESTING CONDITIONS 12:40:50-08'00 } the enclosed project. �0FESSI�NP\, UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT - 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN P (3 STRUCTURAL VIEWS P (4 STRUCTURAL VIEWS LICENSE GENERAL NOTES �? PV5 THREE,LINE DIAGRAM PV6 ELECTRICAL CALCULATIONS 1. ALL WORK SHALL COMPLY WITH THE 2015 r.X a° Cutsheets Attached IBC/IRC per 2016 NYS UNIFORM CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH k THE 2014 NATIONAL ELECTRIC CODE. 3. ALL WORK SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE > MODULE GROUNDING METHOD: ZEP SOLAR 4. ALL WORK SHALL COMPLY WITH THE 2015 AHJ: Southold Town INTERNATIONAL FIRE CODE REV BY DATE COMMENTS L REV A NAME DATE COMMENTS UTILITY: PSE&G-Long Island (Public Service Electric - & Gas Co.) . • • - • - • - CONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBER: JB-1 191523 00 PREWSE OWNER: DESCRIPTION: DESIGN: \�\, CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Paladino RESIDENCE Steven Frangos � a So�a�City. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: . c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN- ZS Comp V4 w Flashing-Insert 4160 OLE JULE LN 10.71 KW PV ARRAY ►,� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: MATTITUCK NY 11952 WITH BATTERY BACKUP ORGANIZATION, EXCEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (34) LG # LG315N1C-Z4 3055 gearvtew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTtR PACE NAME' SHEEr. REV: DATE SanT:(650)638Mate,CA 9440636-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters COVER SHEET / / 1 12 2017 � (686)-saL-aTY(ass-zas9)www.goiarcRty.— PITCH: 20 ARRAY PITCH:20 MPI AZIMUTH:47 ARRAY AZIMUTH:47 s �f(rt j ral Only MATERIAL:Comp Shingle STORY: 1 Story 4160 Ole Jule Ln of NEW Y P � *��.��,�RION sy9* PITCH: 20 ARRAY PITCH:20 MP3 AZIMUTH:227 ARRAY AZIMUTH:227 (E)DRIVEWAY p MATERIAL:Comp Shingle STORY: 1 Story c w PITCH: 20 ARRAY PITCH:20 2 = MP4 AZIMUTH:137 ARRAY AZIMUTH: 137 095379 � MATERIAL:Comp Shingle STORY: 1 Story Front Of House 'O90FFSStOx,P- LADDER ACCESS POINT LADDER ACCESS POINT LEGEND Lc Q (E) UTILITY METER & WARNING LABEL �BLC; Inv Inv INVERTER W/ INTEGRATED DC DISCO 1'-6" FSB _ / A & WARNING LABELS A © DC DISCONNECT & WARNING LABELS C3 13;o I AC DISCONNECT & WARNING LABELS RSD �Ab BATTERY PACK O STRUCTURE ear % CHANGE Q DISTRIBUTION PANEL & LABELS If 0 .� E D BLC BACK UP LOAD CENTER A 0 M DEDICATED PV SYSTEM METER RSD 1 I z Fd I RSD RAPID SHUTDOWN J 1�;\ O STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR %°�`�/ CONDUIT RUN ON INTERIOR \sem \ — GATE/FENCE / Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L=�J SITE PLAN ti Scale: 3/32" = 1' 01' 10' 21' E• : DESCIUPnoN DESIGN: CONFIDENTIAL-THE INFORMATION HEREIN aoe NUMBER: JB-1 191523 00 PREMISE OWNER CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Paladino RESIDENCE Steven Frangos :,SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: n NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing–Insert 4160 OLE JULE LN 10.71 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- MATTITUCK NY 11952 WITH BATTERY BACKUP TH E SALEnAND EXCEPT of IN NHE RESPECTIVE WITH (34) LG # LG315N1C–Z4 3055 Mateo, CA way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME- SHEET• REV. DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. Multiple Inverters SITE PLAN / / T-SOL CITY(7 5 F:9)w 638-1029 P V 2 1. 12 2017 (888)—SOL-CITY(�s5-2aa9)�..sala.styaom 1 s�cturar Only s pF NEW Y s 1 4" 1, o 2r —6' (E) LBW FoA 095379 O E LBW P NTS 90FESSIONP � ' ly A SIDE VIEW OF MlA DSIDE VIEW OF MP3 NTS MP1A X- PACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" 39" 0" STAGGERED MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 64" 20" 64" O" LANDSCAPE 64" 24" 39" 0" STAGGERED RAFTER 2x6 @ 16" OC ROOF AZI 47 PITCH 20 STORIES: 1 PORTRAIT 64" 20" 64" " 0 ARRAY AZI 47 PITCH 20 RAFTER 2x6 @ 16" OC ROOF AZI 227 PITCH 20 Comp Shingle-Solid Sheathing ARRAY AZI 227 PITCH 20 STORIES: 1 X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. Comp Shingle-Solid Sheathing X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5" BOLT WITH s 1 (E) 2x6 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT 4„ HOLE. --------- --- -------- 1'-8" 1101 ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT (2) MOUNTING BLOCK AND ATTACH (E) LBW (3) TO RAFTER USING LAG SCREW. (E) COMP. SHINGLE B (E) ROOF DECKING (2) (SIDE VIEW OF MP1B NTS (1) INJECT NSE INSERT PORT, WHICH S EALANT INTO REA SG 3) SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES LANDSCAPE • 64" 24" 39" 0" STAGGERED (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP C(4) OF MOUNTING BLOCK & PORTRAIT 64" 20" 64" 0" SECURELY FASTEN WITH BOLT. RAFTER 2x6 @ 16" OC ROOF AZI 47 PITCH 20 STORIES: 1 (E) RAFTER STANDOFF ARRAY AZI 47 PITCH 20 C i C.J. 2X6 @16" OC I Comp Shingle-Solid Sheathing Scale: 1 1/2" = 1' X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. CONFlDENTIAL—THE INFORMATION HEREIN JOB NUNBER: JB-1191523 0 O PREMISE OWNER: DESORPTION: DESIGN: ■ CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Paladino RESIDENCE Steven FrangosTEM •O r0_;;;So�a�C�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYS NOR MALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 4160 OLE JULE LN 10.71 KW PV ARRAY PART TO OTHERSE THE RECIPIENTS NODULES MATTITUCK - NY 11952 WITH BATTERY BACKUP 3055 geaMew Way ORGANIZATION, EXCEPTEPT IN CONNECTION WITH MODULES' THE SALE AND USE OF THE RESPECTIVE (34) LG # LG315N1C—Z4 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME- SHEET- REV: DATE: T:(650)638Mateo,CA 94402 8-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters STRUCTURAL VIEWS / / 1 12 2017 (888)—SOL—qTY(765-2489)www.solarclty.com S1 Structural only 13'-2° ��of NEW Y P gRIOI�S O,P� O SIDE VIEW OF MP4 NTS yNLU E s�OA p95319 MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES R�FESSION LANDSCAPE 64" 24" 39" O" STAGGERED PORTRAIT 64" 20" 64" 0" RAFTER 2x6 @ 16" OC ROOF AZI 137 PITCH 20 STORIES: 1 ARRAY AZI 137 PITCH 20 C.J. 2X6 @16" OC Comp Shingle--Solid Sheathing X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5' BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. --------- --- -------- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO AND ATTACH ZEP FLASHING INSERT (3) (2) TIO UR NTING FTERBLOCK US NG LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. S1 STANDOFF CONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBERPREMISE OWNER: DESCRIPTION: DESIGN. JB-1 191523 00 - CONTAINED SHALL NOT USED FOR THE ROBERT PALADINO Robert Paladino RESIDENCE Steven Frangos ''���!'SolarC�ty. BENEFIT OF ANYONE EXCEE PT SOLARCITY INC., MOUNTING SYSTEM: �.'l: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 4160 OLE JULE LN 10.71 KW PV ARRAY iw PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: MATTITUCK NY 11952 WITH BATTERY BACKUP ORGANIZATION, EXCEPT W CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (34) LG # LG315N1C—Z4 3055 aearview way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVEft7ER: PAGE NAME SHEET, REV' DATE: SanT.(650)636Mateo, FA 900638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters STRUCTURAL VIEWS / / PV 4 1 12 2017 (888).SOL) (765-24-(6 0)638 1029 om GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO (N) GROUND ROD Panel Number:LC404061200 Inv 1: DC Ungrounded INV 1-(1)Delta Solivia 5.2 TL LABEL A -(34)LG_# LG315N1C-Z4 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:22 800 384 Inv 2: DC Ungrounded Inverter520OW, 24OV, 97.5% Zigbee, PLC PV Module; 315W, 292.7 PTC, 40mm, Blk Frm, Wht-Back Sheet, MC4, ZEII, Mono Underground Service Entrance Tie-In: Supply Side Connection INV 2-(1)SolarCity 8 Delta H6 LABEL: B Hybrid Inverter with PLC; 6kW,24OV, RGM, Tesla Compatible Voc: 40.6 Vpmax: 33.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL Delta E) 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING CUTLER-HAMMER HAMMER BRYANT B 14 Disconnect I3(N) 125A Load Center it Delta 6 1 DC+ D 70ASolivia 5.2 TL I DC- 11 MP 1: 10 F 30A/2P ------------ MULTI-CONTACT --_- EGc-------------tpj LA � u Branch Socket 20OA/2P a Dc+ 13 1 N DC- El 2 (E) LOADS GND ________-____ _ ____ _EGC/ DC+ DC+ ---------- iB r GEC N DG c• MP 1: 1x7 0 r----J I I3) GND -_ EGC--- ----------- ----------- ------------ GC t 'J ------------------� I _ 0)Conduit Kit; 1'PVC, Sch. 40 Branch Socket Delta N I I - Inverter 2 IND I I (1)Conduit Kit; 1' PVC,Sch. 40 E 9 El 3 SolarCity Dc+ I >z Delta H6 DC- MP 4: 1x10 L I / 35A 2P zaov --------- ------------------------ - EGC------------ -----� I L1 7 PIE- E I -f I GFPIGFCI DC+ I TO 120/240V j N DC- I B r--- SINGLE PHASE I L_ EGCf DC+ MP 3: 1x5 UTIUTY SERVICE I ------------- GEC MP 4: 1x5 - DC L1 -_� NEGC- --------- -----� I N G N iEZEF Dc� D TESLA J_ L____________________________________ ` --- - EGC GND --- - DC2 BATTERY TO RELOCATED LOADS L----------- --EGC E: :to -(1)BRYANT 8 BR816L125RP EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO Load Center, 125A, 120/24OV, NEMA 3R PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL (1)EATClJ 8BR2356 eed Breaker, 35A, 22 kAIC, 120/240,Hold-Down DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE EBT -(1)EATON OREQS125 COPPER. Hold-11 wn Screw Kit; 2 and 3 pole, Type BR circuit breakers Voc* = MAX VOC AT MIN TEMP D (1)TDC�OWERWALL 5OKW; Home Energy Storage, 13.5KWH OTT (1)Gro id Roy1 (I)CUTLER-HAMMER 8 DG223NRB (2)Delta Solivia A (2)MULTI-CONTACT PV-AZB4 l 5/8 x 8, C per D Disconnect; 100A, 24OVac, Fusible, NEMA 3R AC B Smart RSS Rapid Shutdown, 60OV, 20A,NEMA 4X, MC4 Branch Socket;-MC4 U-Joint Connector, Female Female Male ®C -(2)ILSCO /IPC 4�0-86 -(1)CUTLER-HAMMER DGIOONB -(2)MUL71-CONTACT fPV-AZS4 Insulation Piercin Connector, Main 4 0-4, Ta 6-14 Ground eutral It; 60-100A, General DutyDG C (3)Delta p Solivia Branch Plug; M U-Joint Connector,Male Male Female 9 / P -(1)CUTLER-HAMMER 8DS16FK ( ) Smart RSS Rapid Shutdown, 60OV, 20A,NEMA 4X, MC4 (1)B F RYANT I BR48L125RP Class R Fuse Kit Load Center, 125A, 120/24OV, NEMA 3R -(2)FERRAZ SHAWMUT1R70R PV BACKFEED OCP (2)AWG 110, PV Wire, 600V, Black Voc* =316.03 VDC Isc=10.02 ADC -(i)CUTLER-HAMM R 8 BR230 Fuse; 70A, 25OV, Class RK5 ® (1)AWG/6, Solid Bare Copper EGC Vmp =232.4 VDC Imp=9.5 ADC Breaker, .30A 2P. 2 Spaces (1 Conduit Kit; 1'PVC, Sch. 40 -(I CUTLER-HAMM BR235 Breaker, 35A 2P, 2 Spaces (2 AWG 10, PV Wire, 60OV, Black Voc* =316.03 VDC Isc =10.02 ADC S (1)AWG 16, Solid Bare Copper EGC Vmp =232.4 VDC Imp=9.5 ADC P EQUIPM AND SUPPLY SIDE CONNECTION. DISCONNECTING MEANS MALL BE SUITABLE 6 1 Conduit Kit.• 1'PVC Sch.40 1 AWG /6, THWN-2, Black 1 AWG 810,THWN-2, Black (4)AWG 110, PV Wire, 60OV, Black Voc* =225.74VDC Isc =20.04 ADC (2)AWG 810,PV Wire, 60OV, Black Voc* =316.03 VDC Isc=10.02 ADC ©L=L(1)AWG 46, THWN-2, Red !:I 1 11 IoF (1)AWG#10, THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =166 VDC Imp=19* ADC O (I)AWG#6, Solid Bare Copper EGC Vmp =232.4 VDC Imp=9.5 ADC LLLL�=_=LLLL(I)AWG /6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=46.6 AAC �J L=L(1)AWG#10, THWN-2, White' NEUTRAL Vmp =240 VAC Imp=21.6 AAC (I)Conduit Kit; 1' PVC, Sch. 40 (I)Conduit Kit; 3/4' EMT -(I)AWG /6,•'HWN-2, Green EGC/GEC-(1)Conduit_Kit; 1'PVC,Sch. 40 -0 AWG 86, THWN-2,Green EGC/GEC-(1)Conduit Kit; 1'.PVC, 3ch. 40 (2)AWG 110, PV Wire, 60OV, Black Voc* =225.74VDC Isc ='20.04 ADC (2)AWG 810,PV Wire, 60OV, Black voc* 316.03 VDC Isc =10.02 ADC (1AWG 86, THWN2, Black (1 AWG 88, THWN-2,Black ® (1)AWG#6, Solid Bare Capper EGC Vmp =166 VDC Imp=19 ADC O ! (1)AWG 86,Solid Bare Copper EGC Vmp =232.4 VDC Imp=9.5 ADC ©1=L(1)AWG 86, THWN-2, Red ©L_L(1)AWG 88, THWN-2,Red (1)Conduit Kit; 1'PVC Sch.40 (1)Conduit Kit; 3/4' EMT I^L(1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=46.6 AAC L-L(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC �� �� (2)AWG#10, PV Wire, 60OV,Black voc* =451,47 VDC Isc =10.02 ADC (2)AWG 810,PV N6re,600V, Bladc Voc* =451,47 VDC Isc =10.02 ADC -(1)AWG/G, Solid Bare Copper GEC -(1)Conduit Kit; i'PVC, Sch. 40 -(1)AWG 86, 'RWN-2, Gree) • EGC/GEC-(1)Conduit•Kit; 1'PVC, Sch. 40, t y ) s (1)AWG#6, Solid Bare Copper EGC Vmp =332 VDC Imp=9.5 ADC O (1)AWG 86, Solid Bare Copper EGC Vmp =332 VDC Imp=9.5 ADC �� (1)Conduit Kit; 1'PVC, Sch.40 (I)Ponduit Kit; 3/4'ENT Factory Supplied'Coirimunicatian Cable (4)AWG 810,PV Wire, 60OV, Black Voc* =225.74VDC Isc =10.02 ADC ®6F-(1)AWG 812, THWN-2, Red -(I)AWG 812, THWN-2, Green ® (1)AWG 86, Solid Bare Copper EGC Vmp =166 VDC Imp=9.5' ADC - I L(1)AWG 12, THWN-2, Black -(1)Conduit Kit; 1'PVC, Sch. 40 LCL CONFIDENTIAL- THE INFORMATION HEREIN , NUMBER: JB-1 191523 0 0 PREMISE OWNER DESCRIPTION: , DESIGN: _sNk CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Poladino RESIDENCE Steven Frangos ;, ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �wr NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 4160 OLE JULE LN 10.71 KW PV ARRAY ;SolarCi PART To OTHERS OUTSIDE THE RECIPIENTS MODULES: MATTITUCK NY 11952 WITH BATTERY BACKUP ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (34) LG # LG315N1C-Z4 PAGE NAME SHEET. REV DAIS San Mateo,CA 94402 SOLARClTY EQUIPMENT, WITHOUT THE WRITTEN INVERTEit PERMISSION OF SOLAROTY INC. Multiple Inverters THREE LINE DIAGRAM T:(sso) CITY(7 5 F89)w 638-1029 P V 5 1 12 2017 (fisc)-soL-aTY(7s5-z46s)www.solarcltycom • String and 2 Combined Strings ELECTRICAL CALCULATIONS Module Type: Module Count: Icont=(Amps): LG 315N1C-Z4 14 12.52 Branch Circuit Individual MPPT 2 stnngs per Branch A 1 strings per Branch B 5 modules per series string 10 modules per series string String Branch A Branch B Conductor: Conductor: Conductor: Icont*1.25=(Amps) 15.66 31.31 15.66 30 deg C ampacity= 40 55 40 PV Wire Size: AWG#SO AWG#6 AWG#10 Icont=(Amps) 12.52 25.05 12.52 Start ampacity 40 55 40 Temperature derate(%=F) 0.76 0.76 0.76 Conduit fill derate(°/a=#) 1 0.8 0.8 Derated ampacity 30.4 33.44 24.32 (cont*1.25=(Amps) 15.66 31.31 15.66 Ampacity 40 55 40 Inverter Output, Inverter Type: Inverter Count: Total Delta Sollvia 5.2 TL 1 (cont=(Amps): Delta H6 1 46.6 (cont*1.25=(Amps) 58.25 OCP Size= 60 Conductor 3: AWG#6 THWN-2 (cont*1.25=(Amps) 58.25 30 deg C ampacity= 75 (cont=(Amps) 46.6 Start ampacity 75 Temperature derate(%=F) 0.91 Conduit fill derate Derated ampacity 68.25 (cont*1.25=(Amps) 58.25 Ampacity 65 J[3-1191523 0 0 PREMISE OWNER. DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOBNUMBER- CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Poladino RESIDENCE Steven Frangos �:,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: _ A." NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 4160 OLE JULE LN 10.71 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES. MATTITUCK NY 11952 WITH BATTERY BACKUP ORGANIZA710N, EXCEPT IN CONNECTION WITH � 3055 gearviea Way THE SALE AND USE OF THE RESPECTIVE (34) LG # LG315N1C-Z4PAGE NAME SHTEE REV-. DAIS San Mateo, CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters ELECTRICAL CALCULATIONS PV 6 1/12/2017 1 (868)-SOL-CITY(765-2489)www.solardtycom CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH,DISCONNECTS LOCATED AS SHOWN: - Address: 4160 Ole Jule Ln UTILITY SERVICE r INVERTER AND r—� r—� r-� I I r.-J LJ LJ L� DC DISCONNECT I I LJ-----------i INVERTER AND r-' DC DISCONNECT I I I I I r, BATTERY LJ BACKUP SOLAR PHOTOVOLTAIC ARRAYS) L--------------------------J PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-1191523-00 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OVMER: DESCRIPTION: DESIGN: JB-1191523 00 CONTAINED SHALL NOT BE USED FOR THE ROBERT PALADINO Robert Poladino RESIDENCE Steven Frangos ,,�S��a�C�ty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'a NOR SHALL IT BE DISCLOSED IN YMIOLE OR IN ZS Comp V4 w Flashing—Insert - 4160 OLE JULE LN 10.71 KIN PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION,EXCEPT IN CONNECTION WITH MODULES MATTITUCK, NY 11952 WITH BATTERY BACKUP 3055 gearview Way THE SALE AND USE OF THE REJECTIVE (34) LG # LG315N1C—Z4 PAGE NAME SHEET: REV: DATE T:(650)San638OMateo,CA 540 638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PV 7 1/12/2017 (888)_600—CITY 1028 P(6 0)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters SITE PLAN PLACARD V1lARNING:PHOTOVOLTAIC PONlER SOURCE Label Location: "• • •n: Label L• • -- :.- � WARNING -- ..�- WARNING � Code: NEC ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD 690.31.G.3 DO NOT TOUCH TERMINALS ' 1 E NEC •THE DC CONDUCTORS OF THIS 1 Label Location: TERMINALS ON BOTH LINE`AND PHOTOVOLTAIC SYSTEM ARETO BE USED WHEN PHOTOVOLTAIC DC LOAD SIDESMAY BE ENERGIZED UNGROUNDED ANDINVERTERIS DISCONNECTPer Code: IN THE , OSITION '.,. MAY BE ENERGIZED UNGROUNDED NEC ••1 Label • • PHOTOVOLTAIC SYSTEM MAXIMUfvi POWER _A Per Code: POINT CURRENT(Imp) Per Code: NEC 690.56(C) MAXINIUM POWER- POINT VOLTAGE(Vmp)_V 690.53 MAXINIUM SYSTEM V VOLTAGE(Voc)_ SHORT-CIRCUIT A CURRENT(Isc) Label L• • Per WARNING ..- INVERTER OUTPUT OONNECTION 690.64.13.7 Label Location: DO NOT RELOCATE WARNING Per THIS OVERCURRENT DEVICE ••- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED NORNIALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZEDLabel L• • CAUTION '• Per ..- PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED 690.64.13.4 Label • • WARNING Per ••_ ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALSNEC 690.17(4) Label • • TERMINALS ON BOTH LINE AND (POI) LOAD SIDES MAY BE ENERGIZED CAUTION IN THE OPEN POSITION DUAL POWER SOURCE Per ••- DC VOLTAGE IS SECOND SOURCE ISNEC 690.64.13.4 ALWAYS PRESENT WHEN PHOTOVOLTAIC SYSTEM SOLAR luIODULES ARE EXPOSED TO SUNLIGHT Label • • PHOTOVOLTAIC POINT OF.•- • • -• INTERCONNECTION _ Code:PHOTOVOLTAIC AC -OWARNING: ELECTRIC SHOCKDisconnect HAZARD. DO NOT TOUCH NEC 1 NEC '•154 • • NEC DISCONNECTCode: TEF�NIINALS„TERMINALS ON • 1 BOTH THE LINEAND LOAD SIDE Combiner -• MaY BE ENERGIZED IN THE OPEN (D): Distribution Panel POSITION:FOR SERVICE (DC): DC Disconnect DE-ENERGIZE BOTH SOURCE Interior Run Conduit Label AND MAIN BREAKER: • • PV POWER SOURCE (INV): Inverter With Integrated DC Disconnect MAXINIUM AC A -. MAXIMUM AC ALoad Center OPERATING CURRENTPer Code: OPERATING CURRENT Meter(M): Utility MAXINIUM AC 690.54 OPMAXIMUM AC - OPERATING VOLTAGE VERATING VOLTAGE V -. Point of • • 1 1 1' 1 T 7 •1 1 \ 1 71 1• 3055 O-. rAew Way 110 :1 IIIr r r 1 r 1 1 1 1San Mateo CA 94402 1 1 1 1 a / b1 • r r .•_ r 1 r638-1029 (888)-SOL-CITY(765-2489)www.solaraty.com 1 '• r 7 r 7 '7' 111 1 1 STORAGE SYSTEM LABELS Label Location: BACK UP LOAD CENTER Backup load Center (BLC) Per Code: NEC 408.4 Label Location: CAUTION Back up load Center (BLC) Per Code: • • LOADS NEC 220 Label Location: CAUTION Main Panel PANELTHIS Per Code: THROUGH • • NEC 312.8(3) LOCATION OF • BATTERY BACK UP LOAD PANEL O-MM(FRL-71E I1-FO347 '9 mm waiD sK!LL wr EE m Fm TIE uBM d:mmmE MIA mWM tc,WA%H4L R K dEth" e�ensue IYtiit F G7t�.5 9Si1'�C 71[� � s;lmrt�, Latest Set DIET f4 W,9WVFFN 7E,SNE AM WX W MAMEW � I� ,I 3 W-M Mt-70T,J71 J TIE R�FM PFlM?9f�f If S, " IIY IAC le 77 _ - ` .. , ^`- Model RSS-600 4-2 Connection Diagram: - ---------------------- •'__ -. "' A _ _ - h u_ p& `V -r conPpr — DELTA RAPID SHUTDOWN BOX ON ROOF WITHIN 10'OF PV z� "•y - ' i,± f Y °�f1,�, - '"Y " �'•.{. y`, ilk CIP Ci US 4 =a w r r de J 21 -y,, -, E r I raau r`"smrxa aw(rrcaim, < I r AC AC DC PV -------•DCPV- BREAKER RSS GRID One conduit I,�- - - . ,�,n •■■■■■�pc for all wiring sv slDxa. Technical Specifications y Input Ratings c Pvr ourPur Max.System Voltage 600V DCJ 'I - 77 iRIDi J�P OA 10A: Rated Input Current Per String L �,,,• �.c...:....a...._.�..,,_,__....N/Awe..._,__.,. ,..e.,,.f,,...�,a,..{L.._�o...�w_....,..__,._ 15A._w_��..,.._.;i Output Ratings Max.Number of Output Circuit Output10AWG" 6WAW6' • . -- .,= �A=— i _3/4°(two holes) m _ Control Signal Method l FPLC SignalSi5V Signal Wire Voltage Ralin gnal General Data Rapid Shutdown Device . ��_�7.8725.91x2�09(20_Ox150x53)� �� �1244x10'04x2.16(316x255x55)�f; Cj~ � -2.861bs(1.3kg) � uy� 6.616s(3Okg) �q_ � for Delta 3.0"7.6 T L Inverters MC 4 PV Connector or Am henol H4 PV Connector MC 4 P.V Connector'or Am henol H4 PV Connector l ••• • PV Connector orAmphenol H4 PV Connecto �� =Screw TerminalnBlocks _` 40=158°F_(40=70°C) 40=158°F( 10—70'.C) _� _,_ -_ — a Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC storage TemperatureP4 40-185°F(40-85°Cj „T—z "Y —___7.400 1*CFF,( residential or small commercial PV array system,fully compliant with the Rapid _ o-1o0°iY 00-_100%� � Shutdown requirements of NEC 2014 article 690 12.It is compatible with Delta's ••- :2o0om above sea Ie_vel 200o- above sea level single-phase residential inverters. __,.rte„ _ years �' X10 Years KEY FEATURES Standard ComplianceEnclosure Protection Rating {{ a.a„ NEMAy4X NEMA 4X Protection 1741,CSA222f107-1 :- UL'1741;CSA22.2107-1 —,•_ ., •Compact and Lightweight NEC 2014Article 690.12r —NEC 2014 Article 690.12 — — I +'mduU sp=acaoixa.+ub cc'ro ohaT-+^ h..,r nc0e •Rack Mount Installation Delta Products Corporation,Inc. •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538Sales Email: Inverter.Sales@delta-corp.com •PLC Communication(Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 ® Support Hotline: +1-877-442-4832 C US Support(Intl.): +1-626-369-8019 Monday to Friday from lam to Spm PST(apart from Holidays) � ��� www delta-americas.com www.delta-americas.com/solarinverters 'r Delta Solar Inverters Datasheet for SolarCity 880 200- -1L1_—__-_1 =SOU 1/.,.. uA Powa MP Range ,: _:_. __ _ _,...,s..:_.,:> .=„_w �# - _•:_�. .F..i.,.."" ;°°�" x-200W64iMPP backer77--- r - -__ { t E az.Usable Current -_1EO-.R _ YO 0 A= = _ � _?_ _ $��i3f�lt ;, I ax ShatCkcukCurteM STC - _ =: -250APerMPPlradar� _� >- + "�_ :�, is - Y _ ax.Alkavable Imbalance Povnr �_�� _ __ _ _ _T F�I'_ _4200 W,`•__ 50D0 W_�_.�� _�_5600 W._ 9 - .xt I' owed DC Loading to soleatly GDisconnea _ _ _ _ 1 - _ , „4.e?A - rail PP Tracker _ - __..e._,.4�.�..,.._...._.�. -',..>-..�`t- - -•-2y. ._ _ __ " '- OUTPUT(AC) ,:5200W I Max.ConlMaouaPower 000w@zoa300w@208vi >9$'{ 5200 w@"20evl �� 6600w@20"evil6"soo,weiofivi�"', 240a,V�a;��3800 W @ 240„V„,l i_`_ 6200 W-@ 240 V„-:•;�=6600 W_Q 240 Vim* t,-;;,yT800 W @ 24 _i o Re L :w: �W„ 183 228V Q 208 V 1211- 240 V 144AQ208 V!1 i-5-6 X 6-00 6 V/ ip '240 A 4 208V/1. 7-317A@208V1• _r.317 A@26ii �? i - - - Nomhal Cunent �� 15 8 A 240 V x216 A 240 V ---'�27 5 A @ 240 V- ,j317&@;40V'__,t @ -4 Q JL Q r.� H2 '� ..._..._ .,..( � i...__...-,,.._ .--I .i 'L.�.._,,._ _ _„_ requpnc Ra a iL-_.-•_ _ _ 593-_605 Hz lushbb iNght CoroumMbn ___._��.. -__ Toml Harrnonk DlstoAwn NominalPower r...___-"_- _'� .��� ower Factor Nomnal Power _ , _ �-085 O BSc , _ E stable tt • - •' {{ GENERAL SPECIFICATION „ _ ,_....-v;.- �.w.i�' .., .. - , e.' � � EC'EPoc�enc -- ,- • _ ;�-i.=-` -^y975h C�$208V 197.5%@124oV� .- i" gg - '43^-158°F-25-70°Cderatln ebov0122°F(50°0)"�� - rebng Temperature Range - Humidly - t _~ - — - _"_•__.y.0-10_0_%_..__ _ •__ __.__ _. 2060mabove sea MECHANICAL DESIGN 'Fir, 758 - r StzeLx WxDinches(LxW xOmm) 195;x 158XBbtri,495�x 401 x278 mm` „LLw 288x xB5in(880x407 'x 43 O lbs(19 5 kg)_ - _'_: i_-.:�4.�.,_�._-^.�__—.,.55 0 lbs(29 5 kg) SPdng i;ml nals_m .. - • " Com aublp Wkng Gua•nAC �- - _ Gr12-AWGBCoPPer(According C Connalore i,-- ,2 pails o1 sPrfn9 terinkWs in eonriectlon boxM �,t `- � ` 4 Paro,o1 spring te�lnals in connection boz�' _ µ,Vi 22MPatlbb Wr king Gua e n DC 1 _ AW_G 12 AWG s Coppe(Aceordmg to_NEC 680 • . - Communieatlon Interface v.-.•.--___^.�_m�____ ___ ��_.?i96ee,_____...._.__ __ J_- -=1—. _,.-,_ nCbeuro Matarlal .. Solar Inverters STANDARDS/DIRECTIVES _.” _.. _ :_ ncbauro Protuaon Ra !� f��. -- �'�"'' �_PIEWA aX FE--'60088-2.11 Salt mit•" _ -_ - _ __ } Salary (^, T AUL 1741 Secontl EdEdon,CSA C'22 2 No.707.'1-01 f e _ _ Transforrilerless(TL): 3.0 kW, 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW ULf998� Ground•Fauk Protection - - -- --=NEC 690 35,UL 1741 CRD �tl-Islanding Protec i.�,�w�"'~-A _�M"E�m � IEEE 15471EEE16471 �"~r�•' _ � , �wr�''• ��, Wide Operating Voltage Range:85 -550V Mc r ',•®v` Fccpael5claasB -_ Wide Operating Temperature Range:-13—158°F(-25—70°C) PV Rapxf Shutdown ^T� -' -UL 1747 CRO PVRSS,NEC 69012(wnh'SMART RSS)�,�-- -'W J�_ High CEC Efficiency:97.5% tntegrotedMeter gI '°"''�r- •"r"" `^CelAomla'Rule 21,HECO Compliant,_IEEE1547_ Integrated AFCI(Arc Fault Circuit Interruption) WARRANTY NEMA 4X plus Salt Mist Corrosion Protection Natural Convection Cooling Delta Products Corporetlon,Inc 46101 Fremont Rvd, Fremont,CA 94538 Dual MPPT(5.2kW/6.6kW 17 6kW) Sales Emil-mvedersales@dekaww com Support Email imrertersupporl@deltawwcom Compact and Lightweight Support tlme+1-877-4405651 or+1.626-369-8021 AKELTA Support Hotline+1.877-0424832 UL 1741 /IEEE 1547/IEEE 1547.1/CEC CA- Suppert(Intl)+1.626.769.6019 Monday to Friday from 7 am to 5 pm PST(apart from Holdays) Listed/UL 1699B(Type 1)/NEC 690.11 a us '1111SolarCity ®pSolar Next-Level PV Mounting Technology �?SSolarCity ®pSolar Next-Level PV Mounting Technology ZS Comp Components = ` for composition shingle roofs a -a r ' N Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500.0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No.850-1606 or 850-1421 Part No 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 QOOMPgT�e - _ - �,� Description i XREPV mounting solution for composition shingle roofs Fp m� Works with all Zep Compatible Modules 0OMPPIC • Auto bonding UL-listed hardware creates structural and electrical bond , • ZS Comp has a UL 1703 Class"A"Fire Rating when Installed using modules from Captured Washer La End Ca DC Wire Clip any manufacturer certified as"Type 1"or"Type 2" P g p p U� LISTED Part No.850-1631-001 Part No Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats com responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats com Document#800-1839-001 Rev D Date last exported,April 29,2016 1122 AM Document#800-1839-001 Rev D Date last exported.April 29,2016 11 22 AM SEN° 1EM «. -v LG315N1C-Z4 �w-a LGI IN 2LG 2e I NJ I N Electrical Properties(STC*) Model 'LG315N1C•Z4' )Maxlmum'Power [1%JJ LG 315IV 1 C-Z4 Mechanical Properties (Pmax) 315, i Cells6 x 1 0 I MPP Voltage(Vni M 332 ieellvendor _ LG FMPPCurrent(lmpp) e[A] 95o ;Cell Type - Monocrystalline/N-type °Open Circmt Voltage(Voc) -[V], 406 Cell Dimensions 156 75 x 156 75 mm/6 orches I Short circum Current(Isc) 4 'i[A] 1002 s of Busbar - 12(Multi wire Busbar) i Module Efficiency- [°.6]= 19.2 6 O cell I Dimensions(Lx W x H), 1640 x 1000 x 40 mm +Ope mumSystem Volt M 40-O 90 t ;Maxnmum System Voltage [VJ 1000 "Front,Load 5400 Pa Rear'Load 2400 Pa i Mawmum Series Fuse Rating [A] 20 y Weight s 18 2 d:0 5 kg S PouverTol—ce " [%] 0-3 TM Connector Type '" MC4 •5TC(standard Test cendinon)Irradiance 1000 W/m',Module Tempemture 25•C,AM 1 5 LG'snew module,NeON 2,adopts Cello technology. The nameplate powCondittismeasared,1000 /mi, byLGeeconiesacrossaleandab.ewtednvenen Cello technology replaces 3 busbars with 12 thin wires to 'CablJunces Box IP67120 with 3 Bypass Diodes Cables 1200 mm x 2 ea enhance power output and reliability. =Glass - High Transmission Tempered Glass NeONT"2 demonstrates LG's efforts to increase customer's values Frame Anodized Aluminium beyond efficiency.It features enhanced warranty,durability, Electrical Properties(NOCT*) performance under real environment,and aesthetic design suitable Model A LG315N1 C-Z4 for roofs. Certifications and Warranty Ma,unilum Power(Pro-) [w] 233 tMPPvoltage(Vmpp) .[V] 307 UL 1703 [MPP Current(Impp) [A] 757 .^Ceruficaeons IEC 61215,IEC 61730-1/-2 Open Circuit Voltage(Vac) [V] 377 1S0 9001 - •Module Fire Performance(UL) Type 2 NOCOC(Nominal circus Current(Isc) [A] B 06 _ • i(Nal Opeaong Cell Tempemture)IrraOiance 800 W/m=,ambient temperature 20•C od speed 1 m/s Fire Ret Warns Class(IEC) Class C cc Product duWarranty, , 12 Years Intertek Output Warranty of Penax 4w Lmear Warranty' Cello Technology 1)1 st year 98Y,2)After 2nd year 06%p annual degmdabon,3)Sa6%for 25 years Dimensions(mm) Ke Features Temperature Characteristics ° Y '`NOCi 45f3 i Pmax [°/rcl -038 S 2A%p Enhanced Performance Warranty High Power Output ',vec [%PC] -028 (I- [%Pc] 003 LG NeONT"a 2 has an enhanced performance I �) } Compared with previous models,the LG WOW"z oy, x 0.�•a . warranty The annual degradation has fallen has been designed to significantly enhance from-0 7%/yr to-0 6%/yr.Even after 25 years, its output efficiency making It efficient even 1n Characteristic Curves the cell guarantees 2 4%p more output than limited space the previous NeONTm modules 1000 1o0ow i soo eoow Aesthetic Roof 4 00 60o- Improved Product Warranty 0 +z„ r � dJ LG NeONT""z has been designed with aesthetics I As well as the enhanced performance warranty, 40 ow � in mind,thinner wires that appear all black at a LG has extended the product warranty of the v- 20ow _ __ distance The product can increase the value of a ( LG NeONTM.2 for an additional 2 years. 91 $g with Its modem design ,000 asOD property 9 000 sea loon ISM 2500 3DDo 4000 4soo ` se 140 Better Performance on a Sunny Day I ��— Double-Sided Cell Structure E ,200 LG NeONT"a 2 now performs better on a sunny The rear of the cell used in LG NeON—2 Will e0 M-1V days thanks to its improved temperature contribute to generation,]ust like the front,the So . - ------- - coefficient I light beam reflected from the rear of the module i is reabsorbed to generate a great amount of zo additional power. 0 s0 a „4 Tempe.#u,e(•q •Thedlstance between the center of thou e mnting/gmundmg holes d0 -25 25 ]5 0 About LG Electronics �p LG-Buse ess Inc DS Z2tspeafications-6 subject to change without nonce LG progr ,,,n1sisaglobal pp,rg by LIS ,oexpandmgrts themnansrch the sol-rid—r,LCD, hemirket The andcompany firstedustris,In solar LG ri ccresearch LCA 1 � Solar Bquae 16,Han DS-Z2-60-C-US-F-EN-60718 program m 1985,supporceri by LG Group's vast experience m the—3 conductor LCD,chemistry and materials 0 NS0 )a In 2010 LG Solar successfully ■` Seoul Square 416,Hangang-daero,Jung-gun Seoul 04637,Korea SolreleasedAWARD" rst 2013 a d 201 oche market,demonstrates s now available m 32 countn a The mmitme(t to the mdustrXm NeON)andThe NeON^'2 won che'Inter- ® 0 2076 LG Electronics All fights reserved solarAWARD'in 2013 and 2075 which demonstrates LG Solar's lead,mnovaLon and commitment co the industry Life's Good Life's Good wwwlg-solarcom �� Sola.rCity ,Hh - ------- - --- ------ -- Hybrid Inverter- - - ,General Specification Aax�-efficiency CEC efficiency •• _-20°C to60°C(>45°C with ower deratin Storage -20`C-70°C Humidity Acoustic. - <5OdBA @ tm --- -- -- - -— - --- - -- -- -. Operating Altitu.- 2000m above sea level SOlarCity Mechanical Design ----- _.. ----------- r ---- - --- -- -- - • •• 630x400x180 mm Weight <28kg(621bs),-, t •• Natural Convection ' AC Connectors Sp iggTerminals in Winng Box_DC Connectors — _ - -,Spring Termina)s in Wiring,B6x-__..,-,_ i t - _ . ommunication Interface CAN&Zigbee Remote, • • - 3 LED,2-Line LCD ---_.---.__._ _., --_---_-_ EnclosureDiecast Aluminium , Revenue . Grade ;Standards/Directives i Enclosure Protection Rating ----------- '- __,__UL 1741 Ed2/S--A*/ PVRSS,CSA 22.2#107.1-01,UL 9540 __,____-! S%olarcity SW approval UL 1998 • - - - f--NEC 690,480,705,702 -- --- - Power forever • IEEE 1547,Rule 21,HECO(Rule 14H) EMC _FCC part 15 B,ICES-003 UL 1699B Ed2 PV Rapid Shutdown NEC 690.12 *PV Rapid Shutdown 690 12 compliant when Installed with Smart Rapid Shutdown system unit i 'Technical Data :Protection Features Reverse •• . ..-on PV InPut aBatter--In ut_. •_ ---_- - -- i PV Input • , Yes ; System Voltage - - 570 V - - ---- _ 'Yes --- - - - -- Voltage - 380 V Shutdown -- - __ ----- - ------ - ---- =- -- --- - Operating 85-550 V(startup 120V) Insulation ___.._._._.___-._ _._• Yes(at Startup)..,,._____-.,.... . _. , Max .. :ance Power 70%/30% _Isolation _ _._•__ __. _.. ransformer-less, -- -___-_-, _ 'Warranty - Full Power MPPT Range 200-480 V DC to AC ratio 10 years <=150% Standarcl WarrantyMax Usable Current 19 A per MPP tracker ShortMax 26 A per MPP tracker Manual � Integrated_,600V,30A UL listed BACKUP MPP tracker 2 PV1 PV2 BAT COMMUNICATION LOADS AC GRID. 4 ` Conduit and Wire Size 2 x 3/4"Conduit,8-12 AWG(Cu)supported AC Output Continuous• 3000W/6000W 3400W/680OW(10s) m m' Grid _ Split-phase,3 Wire connection ca m �. 5 s S N =o A •• 105-132V/211-264V(ANSI C84.1) E • Mao 25A(continuous),28.3A(surge) iNominal Frequency 60Hz f ,'�, yiFrequency range(adjustable) 5.9 3-60.5 Hz(44Hz-65Hz). N ! rNight Consumption <6W Total� 9 ITHD,VTHD<5%' }4 >0.995(0.8ind-0.8cap)Utility Grid-Protection 35A, _ "(�' 32A UL1077 or36A UL489 LV wire color code: �1 _ _ •12V_Aux Logic(+)=Red• Yes,Integrated •12V Aux GND Logic(-)=Black' • <2 sec •Enable=Orange Conduit and'Wire Size •Com-1-11=Yellow.• 2 x 3/4"Conduit,8-10 AWG(Cu)supported Copper wire only •Com-LOW=Brown• Copper wire only Battery Interface(DC) _ -Actual colors may vary Operating Voltage range 400-550V Max Voltage 570V 14.3A/20A Nominal Yes ® SolarCity HQ �atLUSTFoInternal default fuses 2x25A I Ty:X%1ar3055 Clearview Way • 5000W H6 Hybrid Inverter San Mateo,CA 94402 MET 7000W10s Power forever. (650)638-1028 °S Comm' nicati6n Interface CAN bark Stuart Functionality Yes Conduit and Wire Size 1 x 3/4"Conduit,B-12AWG HV,18-24AWG comm(Cu)wires Ver 0 0 0.5 POWERWALL 2 DC .. _S: The Tesla Powerwall is a DC battery system for residential or light commercial use. Its rechargeable lithium-ion battery pack provides energy storage for solar self- consumption, load shifting and backup power. Powerwall's electrical interface is provided by an internal isolated bi-directional DC/ DC converter that controls the charge and discharge of the battery for integration with grid-tied solar inverters. Its revolutionary compact design achieves market- - leading energy density and is easy to install, enabling owners to quickly realize the benefits of reliable,clean power. PERFORMANCE SPECIFICATIONS ENVIRONMENTAL SPECIFICATIONS -- - -------_ - ------- - - - - -_ ------------------------ -- ------ ------ - --- - DC Energy' 13.5 kWh Operating Temperature -20°C to 50°C(-4°F to 122°F) ------- -- ----- -- - -- -- -- ---------------------- - - -- - ---------------------------------------------------------------------- -------------------------- Power,continuous 5 kW(charge and discharge) Storage Temperature -30'C to 60'C(-22'F to 140°F) - ------------ - - - - --- -— ---- --- -- - - — -- ----- -- - -- ------------------------------------- — -- -- Power,peak(10s) 7 kW(discharge only) Operating Humidity(RH) Up to 100%,condensing -------------------------------------------- ---------- ----------- -- - - - ------------------------------ -------------- DC Voltage Range 350-550 V Maximum Altitude 3000 m(9843 ft) DC Current,continuous 14.3 A Environment Indoor and outdoor rated _--_------,__-------------------_------------- DC Current,peak(10s) 20A Enclosure Type NEMA 3R Depth of Discharge 100% Ingress Rating IP67(Battery&Power Electronics) Internal BatteryDC Voltage 50 V -------------------------- IP56(Wiring) ------------(W iri------------- -------------------- Round Trip Efficiency'z 91.8% Noise Level @ 1 m <40 dBA at 30°C(86°F) --- -- ------------------------------------------ _------- Warranty 10 years ------------------------------------------------------------------------------- 'Values provided for 25°C(77`F),3 3 kW charge/discharge power IDC tobattery toDC,atbeginning oflife MECHANICAL SPECIFICATIONS Dimensions — 1150 mm x 755 mm x 155 mm (45.3 in x 29.7 in x 6.1 in) INTERFACE SPECIFICATIONS Weight 120 kg(264.5 lbs) --------------------------------------------------------------------------------------------------- Communication Protocols Modbus(RS485),CAN Mounting options Floor or wall mount ----------------------------------------------------------------------------- Modularity Multi-Powerwall capability with compatible inverters ---------------------------------------- ----------- User --------- -- --- PP ---------- --- User Interface Tesla A ------------------ ---- ---- - - --- - -- - -- ----------- COMPLIANCE INFORMATION Safety UL 1642,UL 1741,UL 1973,UL 9540, UN 38.3,IEC 62109-1,IEC 62619, CSA C22.2.107.1 Emissions FCC Part 15 Class B,ICES 003, EN 61000 Class B ----- --------------------------------------- -------------------------------- ----------------------- Environmental RoHS Directive 2011/65/EU, WEEE Directive 2012/19/EU, 2006/66/EC Seismic AC156,IEEE 693-2005(high T M S d_ R POWER`N4,11_ 1 ' -