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SUFFoI�-�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • 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#: 42509 Date: 3/30/2018 Permission is hereby granted to: Fliss, Amy 16495 CR 48 Cutchogue, NY 11935 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: � © I � � ���, �� 16495 CR 48, Cutchogue SCTM # 473889 Sec/Block/Lot# 101.-1-17 Pursuant to application dated . 3/20/2018 and approved by the Building Inspector. To expire on 9/29/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Buildin spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. Q,_ — 20— 15 New Construction: Old or Pre-existing Building: A (check one) /+ Location of Property: �, � Jr Own-k i RCS • 1412� J , , " OC42-,., House No. reet Ha et Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 1 0 1 Block Lot Subdivision 47_60_ct___Date Filed Map. Lot: Permit No. of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ �jf Applicant Signature FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) SS ------------------------------------ ,Q � 'FOUNDATION (2ND) z 0 ROUGH FRAMING& y PLUMBING INSULATION PER N.Y: H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 10 -6-1 OTLN57b - ` Lo \N o T \ Z rn - � Oz d 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 25 6 �/ Survey. SoutholdTown.NorthFork.net PERMIT NO. L Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 3[3b----- --520 � �`'`, 20 X D Flood Permip E � Single&Se arate D Storm-Water Assessment Form J Examined I MAR 2 0 201$ contact:__ Approved 20 ( Sunrun Installation Services j Disapproved a/c r - - e=• 415 Oser Avenue PP F'�Tsaar::i1:�� o 'r0 ®F S ®j,]) sunrun Hauppauge,NY 11788 (631)304-9901/(631)827-5675 Expiration 20 1 UPermits@sunrunhome.com J Bui 1 I ector APPLICATION FOR BUILDING PERMIT Date N � l (1� ,20 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 cod regulations, and to admit authorized inspectors on premises and in building for necessary inspections. e5 ature of appli name,if a corporation) (Mailing address of appl c t State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the ax roll or latest deed) If applicant is a corporation, signature of dul thorized of icer 1 (Name n'a title of corporate officer) Builders License No. 64(40 Plumbers License No. ti 1� Electricians License No. -- �Y1,l.IG Other Trade's License No M 1. Location o�nd on which proposed work will be done: i ( IAP 103 -� House Number Street^ A- -pD ��7jj'j� Hamlet County Tax Map No. 1000 Section 101 -00 Block CLI. 00 Lot 1 oD0 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Additione )KIrc)C-22 ratioRepair Removal Demolition Other Work ('�r _ (Description) el 4. Estimated Costeek "d(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 extelit of each type of use. 7. Dimensions of existing structures,if any: Front` F"' °t'`' �°�`r Rear° Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I 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 remis'e's' �MAddrest 4 X1 � Phone NO'. 4-33-02"1 1 Name of Architect Address ' Phone NoO Ito• lel•3�IlP� Name of ContractorS'U n(uji _In Address Phone No.�o• � YC.GS l =wetlan 15 a. Is this property within 100 feet of a tidal wetland or a freshwater S NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEE UIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. I 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 Ol �`� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the p� (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 too efore me this Jam` day of 2© �ae u,n' Nota P c c Zl ro an F_:,oris a:@� y� 'z `. Signature of Applicant Scott A. Russell ZD SUPERVISOR 0AWA NA\GEM IEN T z SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of,Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E]E3 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[3B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑L�E. Site preparation within the one-hundred-year floodplain as depicted ®[� on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,, Signature,-ContacQnformation,Date-&-County-Tax Map_Number!Chapter-236-does-noUpply-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 with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date: District 1 NAME: �� I� , I A �1 L-7 1 4�ii Section Block Lot 100 m. < ... FOR BUILDING �'Ps'R1-l-ii_li-l_ USI.ONLY Coact Informahorc /(61� a) Reviewed By. — — — — — — — — — — — — — — — — — — Dale: Property Address / Location of Construction Work: - - - - - - - — - - - - - - - - A — — — — — — — — — — — _ — — _ n Approved for processing Building Permit '�'Y p�?��j Stormwater Management Control Plan Not Required e7u('� I( / "� ® Slormwater)'Management Control Plan i�Required (Forward to Engineering Depai intent for Review) FOR M ° SINIC P- "I'OS iV•IA Y 2014 'e . OF StlUpyo�,, � o Town Hall Annex Telepbone(631)765-1802 54375 Main Road CA a� (G9g ,O3UoJ nV.us,sufP.O.Box 1179 G rager:richertno Southold,NK 11971-0959 BURDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: CkDate: Company Name: Name: 4v , License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ts� *Address: *Cross Street: L *Phone No.: Permit No.: Tax-Map District: 1000 Section:_JQt. Block: _ -' Lot:- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Lk? N'l✓ to a— (Please Circle All That Apply) *Is job ready for inspection: YES/(V Rough in Final *Do•you need a Temp Certificate: YES/00 Temp Information(If needed) *Service Size: J�APhas J 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 _ Re r- 7`66 3� 824Request for inspection Form 1��� v"o K Workers' CERTIFICATE OF STATE BoardopensationNYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (805)528-9705 Sunrun Installation Services Inc. 1c.NYS Unemployment Insurance Employer Registration 775 Fiero Lane,Suite 200 Number of Insured San Luis Obispo,CA 93401-7904 50-864264 Work Location of Insured(Onlyrequireciifcoverage isspecificallylimited to 1d:Federal Employer Identification Number of Insured or certain locations In New York State,i.e.,a Wrap-Up Policy) Social Security Number 77'0471407 2.Name and Address of the Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0136961-03 53095 Route 25 Southold,NY 11971 3c. Policy effective period 10/01/2017 to 10/01/2018 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 "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". 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 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 1 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: Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) Approved by: _09/21/2017 (Signature) (Date) Title: Vice President-Enterprise Support Operations Telephone Number of authorized representative or licensed agent of insurance carrier:' 800-382-2150 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 vORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sunrun Installation Services Inc 845-268-2595 595 Market Street,29th Floor 1c.NYS Unemployment Insurance Employer Registration Number of San Francisco,CA 94105 Insured Work Location of Insured(Only required if coverage is specirrcally limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 15 Charlotte Ave 77-0471407 Hicksville,NY 11801 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Prudential Insurance Company of America own of Southold 3b.Policy Number of Entity Listed in Box"la" 4375 Route 25 C&52830-NY P.O.Box 1179 Southold,NY 11971 3c.Policy effective period 01/01/2018 to 12/31/2020 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 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 January 26,2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that msurance carrier) Telephone Number 973-548-6389 Title Statutory Disability Coordinator IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carriers 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,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"4b"of Part 1 has been checked) State of New York --- - — - -- -- --Workers'Compensation Board -- According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature ofNYS Worriers'Compensation Board Employee) Telephone Number Title Please Note. Only insurance carriers licensed to write NYS disability benerits 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(9-15) DATE A�® CERTIFICATE OF LIABILITY INSURANCE 9/11/2017DNYYY) 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Arthur J.Gallagher&Co. PHONE 415-546-9300 FAxr :415-536-8499, Insurance Brokers of CA.Inc.License#0726293 MAIL 1255 Battery Street#450 San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER B:Navi ators Specialty Insurance Company 36056 Sunrun Inc. INSURER C: 595 Market Street,Floor 29 INSURER D San Francisco,CA 94105 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1379443839 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENTWITH 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. IExP L R TYPE OF INSURANCE INSD WVD POLICY NUMBER ADDLISUBRI POLICY EFF MMIDD YY LIMITS B X COMMERCIAL GENERAL LIABILITY Y LA17CGL2303211C 10/1/2017 10/1/2018 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED CWM8MADE X OCCUR PREMISES Meoccurrence $300,000 X S50.000Retention MED EXP(Any one person) 55,000 PERSONAL&ADV INJURY $1,000,000 GENT.AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE S2,000,000 X POLICY PRO- JECT EILOC PRODUCTS-COMPIOPAGG $2,000,000 OTHER Total Policy Limit $70,000,000 A AUTOMOBILE LIABILITY Y BAP915542504 10/1/2017 10/1/2018 Eaaccident $2,000,OOD X ANYAUTO BODILY INJURY(Per person) S OWNEDONLY SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ S UMBRELLA UAB OCCUR EACH OCCURRENCE s EXCESS UAB CLAIMS-MADE AGGREGATE 5 DED RETENTIONS I S A WORKERS COMPENSATION WC013696003 10/112017 10/1/2018 X A AND EMPLOYERS LIABILITY YIN WC013696103 10/1/2017 10/1/2018 P ATUTE RH ANY PROPMETORIPARTNER/EXECUTNE ❑NIA E.L.EACH ACCIDENT $1,000,000 OFMCERIME_MBER EXCLUDED? (Mandatory In NH) F-LDISEASE-EA EMPLOYEE $1,000,000 1f es,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Addltlonal Remarks Schedule,may be attached H more space Is requfred) WC013696003-$25,000 Deductible;WC013696103-FL,HI,MA,NJ,NY,OR,VA,WI only.Named Insureds:Sunrun Inc.,Sunrun Installation Services Inc.,Sunrun South LLC,AEE Solar,Inc.,Clean Energy-Experts LLC,,Sunrun,Solar"Electrical Corporation_ Evidence of insurance - - - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25, ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD "A' 'A .'z mz;' i5mh SO '"p- 4 7L AM Z I -MA-Z lft� NEI Xj N Suffolk County Department of Labor, Licensing & Cons umerAffairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 10/1/2003 No. 33878-ME SUFFOLK COUNTY 01 Master Electrician License This is to certify that SAMY A MOUNAS. doing business as SUNRUN INSTALLATION SERVICES INC having given-satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN In accordance JV with and subject to the provisions of applicable laws,rules and regulations of _0. the County of Suffolk,State of New York. fill PI 4 Additional Businesses f Al 711 NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT IN 404CONSUMER AFFAIRS ID CARD Acting Commissioner A 1.4 Z :.lt'°" �'=::=.�7 M,=.: rdn C�,,;� v'" �., w,. .tyr t?� y. _��.3 .f" ..r,�:��,yi �`FL°< 1 Z�'s/"+"'i MO. aCie- structural March 13,2018 ENGINEERS OCCUPANCY OR Sunrun Inc. 133 Technology Dr,Suite 100 USE IS UNLAWFUL Irvine,CA,92618 -, Subject:Structural Certification for Installation of Solar Panels WITHOUT CERTIFIC�ATI-- Job Number: 18-01432 OF OCCUPANCY Client:Corey Fliss-21111-495FLIS Address:16495 County Rd 48,Cutchogue, NY 11935 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc- From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of: ® Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ALL ARRAYS.The rafters are sloped at approximately 18 degree and have a maximum projected horizontal span of 13 ft 5 in between load bearing supports. Design Criteria: ® Applicable Codes=2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-12 o Ground Snow Load=20 psf; Roof Snow Load=13.9 psf ALL ARRAYS ® Roof Dead Load=7.4 psf ALL ARRAYS ® Basic Wind Speed=135 mph Exposure Category C As a result of the completed field observation and design checks: o ALL ARRAYS:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance Wolh the 2115 EK vAttt 2027 NY State Uniform Code Supplement If you have any, questions on the above,do not hesitate to call. . OF ivEl�(jY Sincerely, Lu ' r � APA VED AS NOTED Paul Zacher,S.E. DATE: P 13652 B.P.# AR " � SI) �FESSIONP� FEE: BY: NOTIFY Bt2ILDING DEPARTMENT AT 7654802 <8'AM TO 4 PM FOR THE POWOWING,'JNSPECTIONS: COMPLY WITH ALL CODES OF 1: 'FOUNDATION - TWO REQUIRED : NEW YORK STATE & TOWN CODES FOR POURED CONCRETE ?. ROUGH FRAMING & PLUMBING AS REQUIRED AND CONDITIONS OF 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOUTH xtlewnkl BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW -SOMD-T6VWN- STEES YORK STATE. NOT RESPONSIBLE FOR � DESIGN OR CONSTRUCTION E pno 1478 Stone Point Drive,�011r k, Roseville, CR 95661 ELECTRICAL 1 916.961.3960 I 916.961.3965 11Y `vww.pzse.com INSPECTION REQUIRED Structural March 13, 2018 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 18-01432 :Corey Hiss-21111-495FLIS The following calculations are for the structural engineering design of the photovoltaic panels located at 16495 County Rd 48, Cutchogue, NY 11935.After review, Paul Zacher certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above, do not hesitate to call. of NEI�i 1C. Z,q 0� r � W �1365P���� Paul Zacfher,&E, SSIC� 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 1 916.961.3960 F 916.961.3965 1ti' www.pzse.com Project: Corey Fliss-- Job M 18-01432 PZ-H Date: 3/13/2018 Engineer: PZSE Gravity Loading - —` ------Roof SniiWfcai Calculations —� —--�— -- pg=Ground Snow Load= 20 psf Ce=Exposure Factor= 0.9 (ASCE7-Table 7-2) C, Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 Ce C,1 pg 14 psf (ASCE7-Eq 7-1) where pg 5 20 psf,Pf min=I x pg= N/A where pg>20 psf,Pf min=20 x I= N/A Per ASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15-. Therefore,pf=Flat Roof Snow Load= 14 psf P.=C:Pf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ALLARRAYS Ps=Sloped Roof Snow Load= 13.9 psf ALLARRAYS P,V.Dead Load=3 psf,(P,er Sunrun;Inc:) 20.00 —yV- psfy — Vr — ALL ARRAYS Nate:Roof live load is removed in area's covered by PV array. Roof,Dead-Load ALLARRAYS Composition Shingle 4,00 Roof Plywood 1.50 2x6 Rafters @ 16"o.c. 1.13 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.37 Total Roof DL ALL ARRAYS 7.0 psf DL Adjusted to 18 Degree Slope 7.4 psf 2of5 Project: Corey Fliss--Job#: 18-01432 PZ® Date: 3/13/2018 Engineer: PZSE 9 11nd Calculations Per ASCE 7-10 Components and Cladding Wind Speed 135 mph Exposure Category C Roof Shape Gable Roof Slope 18 degrees Mean Roof Height 13 ft Building Least Width 30 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.0 ft Controlling C&C Wind Zone Zone 3 -- -''- Design Wi-nd;Peesi-6 6IcdIk1-dns Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt-(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 135 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 33.7 psf 0.6*qh= 20.23 �---._--__.__.,_----- -----,-54andoff.Uplift Calcuihtioras ---___._.---•-.-_._._.__ __� Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.69 -2.59 0.50 Uplift Pressure= -18.18 psf -34.28 psf -52.46 psf 10.07 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span'Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.73 ft 2.73 ft 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Attachment Uplift= -179 lb -3551b -5531b " -;Lag,Screui+;Upli¢�Cepactiy,Check Fastener= 5/7.6 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 2051b (NDS Eq 11.2.1) Allowable Withdraw Capacity= 8201b (NDS Table 10.3.1) 820 lb capacity>553 Ib demand Therefore,OR kr'6 Shear Capaclt---11 cli --- - --- .- "I Embedment Depth Reduction Factor 1 Snow Lateral Force= 581b Attachment Lateral Capacity=288 lb (NDSTable 11K) 287.5 Ib capacity>58 Ib demand Therefore,OI( - 3of5 Project: Corey Fliss--Job#: 18-01432 Date: 3/13/2018 Engineer: PZSE Framing check _ ALL ARRAYS PASS w=41 plf Dead Load 7.4 psf PV Load 3.0 psf Live Load 20.0 psf =nJ�2x6,Rafters,@ 16o,:c,., Te Member Span 13'-5" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 30.4. psf Member Size S(in A3) I(inA4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. ChecVcAe_nding,§Iress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 'x 1.3 x 1.15 Allowed Bending Stress=1635.1 psi Maximum Moment = (wLA2)/8 = 912.035 ft# = 10944.4 in# Actual Bending Stress=(Maximum Moment)/.S ; =1447.2 psi Allowed>Actual--88,6%Stressed -- Therefore,OK Allowed Deflection(Total Load) _ L/120 (E=1400000 psi Per NDS) = 1.341 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 1.015 in = L/159 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.894 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.668 i n, L/242 < L/180 Therefore OK Member Area= 8.3 in A2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L/2 = 2721b Allowed>Actual--24.5%Stressed -- Therefore,OK 4 of 5 Project: Corey Fliss-- Job#: 18-01432 7h Date: 3/13/2018 Engineer: PZSE Lateral Check: 2015 1EBC - Existing Weight®f Ef ecte4:Building � Level Area Weight(psf) Weight(lb) Roof 1800.sf 7.4 psf 13320 Ib Ceiling 1800 sf 6.0 psf 10800 Ib Vinyl Siding 780 sf 2.0 psf -1560 Ib (8.75'Wall Height) Int.Walls 390 sf 6.0 psf 2340 Ib Existing Weight of Effected Building 28020 Ib ,ProppsL!O,W,eight,of'PV,S4sterv9 Weight of PV System(PerSunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 444 sf Approximate Total Weight of PV System 1332 Ib 10%of Existing Building Weight(Allowed) 2802 Ib Approximate Weight of PV System(Actual) 1332 Ib Percent Increase 4.8%, 2802 lb>1.332 lb,Therefore OK Per IEBC 402.4&403.4 and by inspection,portions of the roof that are impacted by installation of the array will be subject to a net reduction in design - loading. Therefore,the existing structure may remain unaltered. 5 of 5 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION a SYSTEM SIZE:825OW DC,760OW AC a ALL WORK SHALL COMPLY WITH NEC 2014,2015 IBC,MUNICIPAL CODE,AND ® SOLAR MODULES PV-1.0 COVER SHEET m MODULES (25)LG ELECTRONICS:LG330N1C-A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE o INVERTER(S): o PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. RAIL PV-2.0 SITE PLAN e ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 R ENUE RA E METE TECHNOLOGIES, WITH o PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL mmO PV 3.0 LAYOUT REVENUE GRADE METERING GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. o — PV-3.1 MOUNTING DETAIL a RACIUNG:SNAPNRACK SERIES 100 UL;FLASHED L FOOT. , MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 SEE PEN D03. o INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SUB-PANEL STANDOFFS& PV-4.0 ELECTRICAL SP o RACKING CONFORMS TO AND IS LISTED UNDER UL 2703, f FOOTINGS PV-6,0 SIGNAGE o SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE 1,OR TYPE 111�{ CHIMNEY MODULES,ARE CLASS A FIRE RATED. LC PV LOAD CENTER —" e RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). r� ATTIC VENT a CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER o ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. ir_i FLUSH ATTIC VENT 0 10.45 AMPS MODULE SHORT CIRCUIT CURRENT. 0 16.32 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690 8(b)]. PM DEDICATED PV METER � PVC PIPE VENT INVERTER(S)WITH g INTEGRATED DC METAL PIPE VENT INV DISCONNECT AND AFCI T-VENT AC AC DISCONNECT(S) OP NE(yY 1p SATELLITE DISH K ZACy� 0 DC DISCONNECT(S) FIRE SETBACKS yy �� COMBINER BOX k'`a. HARDSCAPE ap v 91365^ ROFESSIONP I——1 INTERIOR EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED SCALE NTS A AMPERE sunrun AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER VICINITY MAP IMP I MUTH COMPCOMPOSITIONMPOSIT,ION DC DIRECT CURRENT (E) EXISTING 54139-ME• EXT EXTERIOR Stl ARLORE AVE,HICN6V LLE NYtt80 - _ FRM FRAMING Fwceas INT INTERIOR CUSTOMER RESIDENCE' " LBW LOAD BEARING WALL COREY FLISS MAG MAGNETIC G MSP MAIN SERVICE PANEL 16495 COUNTY RD 48, N9 (N) NEW CUTCHOGUE,NY,11935 S,r NTS NOT TO SCALE TEL.(631)433-0211 OC- ON CENTER • APN#.1000.101-00-01-00-017-000 l' PRE-FAB PRE-FABRICATED BER NUM CT PSF POUNDS PER SQUARE FOOT PROJECT T NUM PV PHOTOVOLTAIC FLIS TL TRANSFORMERLESS DESIGNER' 720475.7992 TYP TYPICAL V VOLTS DAVID CARDELLO W WATTS SHEET - REV NAME DATE COMMENTS COVER SHEET �' - - Nh,en:C:i ccwnry Ct, • - _ - - REV.A 3/6/2018 4 PAGE PV-1.0 - a PLAN-SCALE=3164"=1'0' /\ ARRAY TRUE MAG PV AREA SITE ® PITCH AZIM AZIM (SOFT) AR-01 18° 136° 148° 73.8 c AR-02 18' 46° 58° 738 AR-03 18° 316° 328° 313.5 e i (N)ARRAY AR-03 p A� (N)ARRAY AR-02 (N)ARRAY AR-01 i R (E)DRIVEWAY 4 4 Yrer��� g a wAak ® i f u n a� ` + 54139-ME u Wan�orte ave,Hia�sviue rvr nem �i PHWE805.5405C6) e FaxaaS]641m2 •i •> > s.> h >� CUSTOMER RESIDENCE \ COREY FUSS 16495 COUNTY RD 48, y CUTCHOGUE,NY,11935 TEL(631)433-0211 Mr ] \�' APN#1000-101-00-01-00-017-000 SE 0 P INV \ 41/ 2 oR-4 5JECT BER FLIS OF NEW y 720.475 7992 K ZgCyO,p DESIGNER FIRE SETBACKSFP DAVID CARDELLO n tr (18"TYP) cc SHEET (E)RESIDENCE ) N w SITE PLAN \ / �p v 91365����� REV A 3/6/2018 R�FESSIONP PAGE PV-2.o ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES' AR-01 COMP SHINGLE FLASHED L FOOT SEE PEN D03 1 STORY ATTIC WOOD RAFTER 2 X 6 12'-6" 16" 3--g- 4'-0" 1'-4" LG ELECTRONICS LG330N1C-A5 AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 12'-0" 16" 3'-0" 4'-0" 1'-4" MODULE DIMS: 66 38"x 40"x 1.57"(40mm) AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN D03. 1 STORY ATTIC WOOD RAFTER 2 X 6 12'-6" 16" 3'-011 4'-0" 1'4" MODULE CLAMPS: D1-AR-01-SCALE:1/8"=1'-0" D2-AR-02-SCALE:9/8"=1'-0" Portrait 5 9"-15 7" PITCH:18° Landscape.0"-4.7" AZIM:136° PITCH:18° MAIC DISTRIBUTED LOAD:3 PSF AZIM:46° SNOW LOAD:20 PSF ® ® WIND SPEED: 135 MPH 3-SEC GUST LAG SCREWS: 7'6"——6'9"— -5'-1"- 5/16"x4.0"2 5"MIN EMBEDMENT NOTE: INSTALLERS TO VERIFY RAFTER 1'6" SIZE,SPACING AND SLOPED c d SPANS,AND NOTIFY E.0 R OF i ANY DISCREPANCIES BEFORE I L j PROCEEDING °` o -4" PENETRATION SPACING: STAGGERED ro -0-01 I r 3 _f- 5'-6" -g_-5'i" rf 4'TYP 1 6..J —6'-11"— 13'-8" —0-11" Su FAll rurl D3-AR-03-SCALE:1/8"=1'-0" PITCH:18° AZIM:316° 6'-10"— —6'-911— 54139-ME 15 CHA4L01"fE AVE NICM6VILLE NY 11801 PHONE 605.SW.5191 FAX&1526B.N13 CUSTOMER RESIDENCE. COREY FLISS 16495 COUNTY RD 48, 2'-8" CUTCHOGUE,NY,11935 CL_ Ic _o -'+`--`i TEL(631)433-0211 / i14,7Pf- o moa APN#'1000-101-oo-of-00-077-D00 6 f I# q $ PROJECT NUMBER 3 0 -_ +° Q�'oj 211R-495FLIS --0 { 720 475 7992 {0- ; 0 _3_0 4._ ,o# c_ A o g{{{ a o 0 0 o o OK NEP -0 DESIGNER DAVID CARDELLO 0- -o y-o- - -© 0-0� _s110 - o-oj y t w SHEET r a LAYOUT �p a 91365 REV-A 3/6/2018 10'_1" ROFESSION'P PAGE PV-3.0 5/16"0-18 X 1/4"-S.S.FLANGE NOTES. SOLT a 5/16"0 S.S.LAG SCREW MUST EMBED 5/16"0-18 X 1-1/4" 2-1/2"INTO ROOF STRUCTURAL S.S.FLANGE BOLT STEP 3:PLACE L-FOOT ON MEMBERS/RAFTERS SNAPNRACK TOP OF FLASHING AND L-FOOT SCOMPOSITION o TORQUE ALL 5/16"0 HARDWARE TO THE CHANNEL NUT TIGHTEN NUT STEP 2:SLIP FLASHING OVER -FOOT CAN BE MOUNTED FOLLOWING- L-FOOT BASE AND UNDER IN ANY ORIENTATION as SILVER S.S.10-16 FT-LBS 5/16"0-1 B S.S. ROW OF SHINGLES ABOVE °o BLACK S.S.7-9 FT-BLS FLANGE NUT SNAPNRACK .5/16"0-18 S.S. o RAILS CAN MOUNT TO EITHER SIDE OF CHANNEL NUT FLANGE NUT L-FOOT(UPSLOPE VS DOWNSLOPE) SNAPNRACK STANDARD RAIL SNAPNRACK 92 DEG COMPOSITION L-FOOT ® SNAPNRACK COMPOSITION SNAPNRACK FLASHING STANDARD RAIL STEP 1.BOLT L-FOOT BASE TO 5/16"0 S.S.LAG SCREW ROOF WITH LAG BOLT.SEAL 5/16"0 S.S.FLAT WASHER PENETRATION AND UNDER BASE WITH CHEMLINK M-1 SEALANT ROOF DECKING TYP SNAPNRACK L FOOT BASE 0 sunt n 54139-ME +s wuanr�nv�wamnueNr�iem R1RE6uSsansa6/ FN(6t526B2pa COMPLETED INSTALLATION CUSTOMER RESIDENCE: COREY FUSS 16495 COUNTY RD 48, FLASHED L FOOT MOUNTING POINT FOR USE ON CUTCHOGUE,NY,11935 COMPOSITION ROOF SURFACES WITH LOW TO TEL(631)433-0211 MODERATE TILT. APN a 1ooa101-00-01-o0.017-000 RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO PROJECT NUMBER. LEVELING LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL OF1I'y LEVELING". y-24 O DESIGNER 720.475 7992 DAVID CARDELLO SHEET ATTACHMENT DETAIL P�1365- �OFESSIONp�" REV.A 31612018S100 PEN-D03: FLASHED L-FOOT TO RAFTER PAGE PV-3.1 120/240 VAC SINGLE PHASE SERVICE ® METER#PSEGLI 80380126 ACCOUNT#9626514461 UTILITY GRID SUPPLY SIDE TAP 4 I EXISTING 200A (N)LOCKABLE SOLAREDGE TECHNOLOGIES MAIN BREAKER BLADE TYPE (N)LOCKABLE SE760OH-US WITH REVENUE T FUSED BLADE TYPE GRADE METERING AC DISCONNECT AC DISCONNECT 7600 WATT INVERTER .IuiucnON BOX PV MODULES EXISTING 3 3 ENT 1 LG ELECTRONICS LG33DN1C-A5 200A , J, + dd (25)'MODULES MAIN coo "� 2OREOUIVAL _¢d OPTIMIZERS WIRED IN' FACILITY PANEL r (1)SERIES OF(17)OPTIMIZERS AND LOADS Fldltt 40A FUSES (1)SERIES OF(8)OPTIMIZERS _ SQUARE D SQUARE D LOAD RATED DC DISCONNECT D222NRB DU222RB WITH AFCI,RAPID SHUTDOWN ,60A 3R,60A,2P COMPLIANT SOLAREDGE POWER OPTIMIZER 3R 3R,60A 120/240VAC P370 CONDUITSCHEDULE NOTES TO INSTALLER: _ 1. 17 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. # CONDUIT CONDUCTOR NEUTRAL GROUND 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE.CONDUCTORS ARE FIELD INSTALLED 2 1"PVC OR EQUIV (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 s u n ru A 3 1"PVC OR EQUIV (2)8 AWG THHNITHWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHNrrHWN-2 4 1"PVC OR EQUIV. (2)6 AWG THHNITHWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 54139-ME 15 WOALOfIE AVE,HIIXSVILIENY tt001 PHQ'lE65i50LL5EBi FA%849.�10]Z CUSTOMER RESIDENCE COREY FUSS 16495 COUNTY RD 48, CUTCHOGUE,NY,11935 MODULE CHARACTERISTICS P370 OPTIMIZER CHARACTERISTICS: TEL(631)433-0211 LG ELECTRONICS'LG330N1C-A5. 330 W MIN INPUT VOLTAGE: 8 VDC APN#.1000.101-OD-01-00-017-000 OPEN CIRCUIT VOLTAGE. 40.9 V MAX INPUT VOLTAGE: 60 VDC PROJECT NUMBER- MAX POWER VOLTAGE, 33 7 V MAX INPUT ISC 11 ADC 211R495FLIS SHORT CIRCUIT CURRENT. 10 45 A MAX OUTPUT CURRENT 15 ADC DESIGNER* 720.475.7992 SYSTEM CHARACTERISTICS-INVERTER 1 DAVID CARDELLO SYSTEM SIZE: 8250 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE: 17V - ELECTRICAL SYSTEM OPERATING VOLTAGE- 400 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 20.62 A REV A 3/6/2018 SYSTEM SHORT CIRCUIT CURRENT' 30A PAGE PV-4.0 INVERTER 1 NOTES AND SPECIFICATIONS '�''�:+�- ' 11 Qryy� ®�' w' • • • • • ' o SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE '`. La'!,��s`•Ly Ieta. ; ��1Y�S�51�I1� _ • 1 • •• `i�i•••�6 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR (, 20.62 '•• IF REQUESTED BY THE LOCAL AHJ. ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD • s�T •• • 400 a o SIGNS AND LABELS SHALLADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS,COLORS AND SYMBOLS. DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED • 480 a •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED • 30 •F r METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE o LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED) LABEL LOCATION' INVOLVED INVERTER(S),DC DISCONNECT(S) •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535 4-2011,PRODUCT SAFETY LABELLOCATION LABEL LOCATION PER CODE(S)CEC 2016 690 53,NEC 2017 690,53,NEC SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011.690 53 •DO NOT COVER EXISTING MANUFACTURER LABELS COMBINER PANEL OF APPLICABLE) ENCLOSURE(IF APPLICABLE) PER CODE(S)'CEC 2016 690 17(E),NEC PER CODE(S)CEC 2016 690 5(C),NEC - 1 2014 69017(E),NEC 2011.690.17(4) 2014'690 5(C),NEC 2011 690 5(C)'21 ® ® 0 -I �E NnIV�C�L� f ! a16d9A►RNING ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID LABEL LOCATION PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UTILITY SERVICE ENTRANCE/METER,INVERTERIOC UNGROUNDED AND MAY BE DISCONNECT IF REQUIRED BY LOCALAHJ,OR ENERGIZED SYSTEM OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S)CEC 2016 690 12,NEC 2014 690 12, LABEL LOCATION LABEL LOCATION. NEC 69056,IFC 2012 605.111 INVERTER(S),DC DISCONNECTS UTILITY SERVICE METER AND MAIN PER CODE(S)CEC 2016 690 35(F),NEC SERVICE PANEL 2014 690 35(F),NEC 2011 690 35(F) PER CODE(S):CEC 2016 705.12(D)(3), NEC 2014.705.12(D)(3),NEC 2011 70512(D)(4) f l 1NAI NIN,G` BUILDING SUPPLIED BY UTILITY INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM GRID AND PHOTOVOLTAIC DO NOT RELOCATE THIS COMBINER PANEL SYSTEM OVERCURRENT DEVICE DO NOT ADD LOADS LABELLOCATION' LABELLOCATION' _ ULU ADJACENT TO PV BREAKER(IF PHOTOVOLTAIC AC COMBINER OF sutirun APPLICABLE). APPLICABLE) PER CODE(S)CEC 2016 PER CODE(S)-CEC 2016 _ 705.12(D)(2)(3)(6),NEC 2014 705 12(D)(2)(3)(c),NEC 2014. y,�J 705 12(13)(2)(3)(h),NEC 2011 70512(D)(7) 705 12(D)(2)(3)(c),NEC 2011 705 12(D)(4) c I 54139-ME ® O ® -_•� PHQJELHP9LORE5166G87HIIX6VR1ENT 11801 —f f CUSTOMER RESIDENCE, LABEL LOCATION COREY FLISS INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 16495 COUNTY RD 48, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, CUTCHOGUE,NY,11935 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS PER CODE(S).CEC 2016.690.31(G)(3),690 31(G)(4),NEC PV SYSTEM TEL(631)433-0211 2014 69031(G)(3),69031(G)(4),NEC 2011:69031(E)(3), DISCONNECT APN#1000-101-00-01-00-017-000 690 31(E)(4),IFC 2012 6051114 LABEL LOCATION PROJECT NUMBER' POINT OF INTERCONNECTION 211 R-495FLIS (PER CODE NEC690 56(8),NEC70510.225 37.230 2(E)) ' � •" DESIGNER 7204757992 • •' • DAVID CARDELLO LABEL LOCATION SHEET AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF SIGNAGE INTERCONNECTION PER CODE(S)'CEC 2016.690.54,NEC 2014.690 54,NEC 2011 69054 REV.A 3/6/2018 PAGE PV-5.0 SnK.Op�,111 racry Solar Mounting Solutions Series 100 ReMdential Roof Mount System The SnapNrack Series 100 Roof Mount System is engineered to optimize material use, labor resources and aesthetic appeal. This innovative system simplifies the process of installing solar modules, shortens installation times, and lowers installation costs; maximizing productivity and profits. The Series 100 Roof Mount System boasts unique, pre-assembled, stainless steel "Snap- In" hardware and watertight flash attachments. This system is installed with a single tool. No cutting or drilling means less rail waste. It is fully integrated with built-in wire management, solutions for all roof types, one-size-fits-all features, and can withstand extreme environmental conditions. Series 100 is listed to UL Standard 2703 for Grounding/Bonding, Fire Classification and Mechanical Loading. UL 2703 Certification and Compliance ensures that SnapNrack installers can-continue to provide the best in class installations in quality, safety and efficiency. ® Appealing design with built-in-aesthetics ® No grounding lugs required for modules ® - , Al All bonding hardware is fully integrated } ® Rail splices bond rails together, no rail jumpers required 4,. ' ..._ � • ,� f nom:` 'te'.-J' '.t ✓ v. s4'f'.# i�#:`s.+5,:,h_Yl3�i'd.ti'ti -.ue.'1'G ® No drilling of rail or reaching for other tools requiredi~ x " '° r F:r1 ® Class A Fire Rating for Type 1 and 2 modules �y 1 w 2`i�p..a.�'"t` _.:k,; �. '-nrS��"�=;�_' •. r4..a ,t;�7:5 System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling U 4„ O L Integrated Wire Preassembled Management hardware Integrated bonding UL 2703 Certified Resources snapnrack.com/resources L Design snapnrack.com/configurator U where to Buy snapnrack.com/where-to-buy Sna ,pNrack- Solar Mounting Solutions % ;f ;uu ' �,? r. m ' I Stainless Balt with Stainless Steel onding Splice Standard Rail Split-Lock Washer Bolt with Split- ftlijl"nsert 015-09816 f Lock Washer Bonding Adjustable End Clamp Top Bonding Splice o Mid Clamp Base Bonding Bonding Adjustable Bonding Channel Nut dg'jl End Clamp Bottom Stainless �.=s! Channel Nut Stainless Hardware with Bolt with Lock Bonding Adjustable Split-Lock Washers SpWasher End Clamp Bending Mld Clamp Bonding Standard 242-02067 242-02053 Rail Splice Ground Lug 242-94015 242-02101 12-6 AWG Copper Wire Ground Lug Assembly (ONE REQUIRED PER ROW OF n e MODULES) I e Universal End Clamp(UEC) E ,rr3' Wave c UEC Pull Strap i UEC Wedge Stainless Steel Bolt}� _ + •ICY '�= '�' with Flat Washei Universal End Clamp 242-02215 4 Standoff Clamp Assembly Aft Rubber Serrated Stainless Channel Channel Nut Rain Collar Steel Flange Nut Nut Stainless Serrated Stainless Flange Nut Steel Flange Bolt 92 Degree Stainless 9tall odoff nish "" L Foot Q Flange Bolt ' r All Purpose ' ` L Foot Mill Finish Standoff Base'p-Hole T.x*" Metal Roof Base Shown) ^''d Mill Finish L Foot Base Assembly L Foot Base '" Flashing Metal Roof Base Standoff L Foot Base with Flashing with L Foot 242.02057 242-92050 242-02037 S ., r - ,.:P•xI Ar.' req, �.d4 f`. z.:S 5600,Series aluminum k'�"'� J-f�' f.4's`•�y -w;i•+8S„Y"s',� �':s%3: au£-i.;.a"s. �, <, Stainless steel f •Galvanized steel and aluminum fleshing. a .-Silver and black anodized aluminum f • Mill finish on select products Material Finish • Silver or black coated hardware Note:Appearance of mill finish products may vary and change over time. Wind Loads 110 -190 mph.(ASCE 7-10) Snow Loads 0-120 psf .4Array'Pitch x$o.;- w, 0=60 degrees A 877-732-2860 0 www.snapnrack.com ri contact@snapnrack.com ©2016 by SnapNrack Solar Mounting Solutions.All rights reserved SMPN;adcS&kS_1003Mdwm2.1 SZ tYA 4 5%� y. tom`# r 4 « Nr � �rT�Far=t iyw+ r3, tL uff tr 'r y` �.44«f7.3K+t �.". .t•.'Y"x' Y��'F�S�f' Y '��r"�vt,. 4 fn ua'y rfC f �� 3 t o n 1.•t ,,• 'di ^,.'���{}¢.icL��f�ir',�iA yrtFr r�+,z v�f�.���u�� +1.��•�d z�C�fj� • .• � • • • �`(_ri �\L3���" � "7{hS•tr } ; S�bt�r,�(,;'y,x�<e„�e,�`L, S / �. � � � +� `f��'t�ll,yam•'. �;�Cr 4+j�ikt5�+�+� ;4;�xrt^�dr��srtt-iii't-rw�i,>.§y ppL?'L�;�Zt°�,.�>r vw'.'-�.�",{�;�Ly4 ltirL'i''�rk.�;� 't Y az•,C"' t��tytf .,, • 7'L` �i�rt��+-��q t�?+!.'��f L+�' .r�ti's" .4;# ���,'X h�"`>� � ., I. !r�.�ry �.,75A�rwY2+,,'�15Y�f!t``,�.�, r x.'��y.!�r.�'�o�"•��,"xt,� 'C"`"�N • �7« �{ ff,3Cw 5s�;a•'7•f'�#` ;} ,�'rs< f�i t,,�y,,�,y�� t. ,+„�ti.4� WTI tirtnt0003 v,,'t< L• � ir''rHE {'1�(US S a`9s'l3rz s }Y t+y 7Jl1.0.rt" .t�'a.L fty 7t•?.,P Srr� �+J�Y yi��k�i` �"`�+r',}(tr(' x. iRi- �}� r r h t=.j 3t•rJ3 `�J' ��''+�.`� .. i IV ,+4*' ..r rte r '• 37fi fi�'a e ,{'. 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'}rs?;4" r"; '3"C;S tt ♦ J 'C ,ry f y ? t r i k!t 4 `3.Y"/,}y�"r' ,.,�h}rT r k e'J� t4'ti '' 'J rt, t Fh� '`"^t�ix t gaK. rrit • tr �..,t.j (j°. iS ry •1':t t+i £ v` 7,a yf f'{y� �> til � r le f /,. t t� +r ht n,c1 � diyZ 7;5J •�. s- .s -'W+t}YrA ' 71 { r1 x *r t1 + } a t tiff..� 2#t�7�i•r t � `ts t.S 4 ♦. v o r�-J A� f d et ? r S r jcz?v, 7. �,�'ti� t,gN z.r t, !st f� ijx •c ��a �,r, �"f'c r`�.$ ,} r i r 3tt 4 v � oor�v r�2�� rl(. •to �,tiYfy it ttE a f" ,. tr{ � r 1r3tt r. z S7 t Y�,yi��iY� r� �+"!'1`tC.Ih�7� 1•� ,-.f�t ti`r>f-'=-�t��ra trf� ��sr�t L' 7 V'.t c f;f ty-e"�Yf Pi L .-.,e ✓ "•Swku�S,{�+r;t,r r����'abr r-T��' �{ `�„ �•' .F`f ct�ms's t1 ' ` t�e S t'r.Yr` e .t#� tr y�e 3't r s �� s„ri'}''t rf$""tr�•r' '9f,.b�� :i qtS { r+ z.'F }z c ,'r u r ;``' �}� Ya t(r�?q�'�xs• t, {,tS (�,i r.,` r 1� kH l�'1 `f h�. ��Ir,y N �t 1 i+ +�� � � 3��t'.,f` ;f2ifk.� wa...r.Zf?,c�.a.'rerd�r.�� te�+Y:?�M.tiC.'�r.'�s t:SerLr't. .✓.Ltrz. � .�.s.wulE_ar<d 3Y``!-•7�aS{a:.+.9'*�, ...,..s3r.,.v.3'•.+..«.:frr74t:rr" i t i i•i i t t i x � • • s a�,=@9Single Phase Inverters for North America; SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US I SE3000A-US SE380DA-US I SESOOOA-US I SE6000A-US I SE7600A-US I SE10000A-US I SE1140OA-US OUTPUT I Nominal AC Power Output - - 3000 3800 5000 6000 7600 9980 @ 208V 11'400 VA .... .. ...... ,10000@•240V _• Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 121000 VA ....................................... I...........I.. ........... .. .545gem0V. ................................ . . AC Output Voltage Min.-Nom.-Max.(') . . 183-208-229 Vac ...................................... I................ .... ......... ............... ......... ....................... ................. ................. ........... AC Output Voltage Min:Nom.-Max.ltl ✓ 211-240-264 Vac .............. .... ............... ........... ................. .......I......... .. .. ..... ........................................ ............... .............. . AC Frequency Min.:Nom:Max.ltl 1 59.3 60-60.5 Hz 14 i6iV Max Continuous Output Current 12.5 I ....16.....I 21_�240V I 25 I 32 ( 4 47 5 A GFDI Threshold 1 A ......................................... ............................................... ................................................. .. Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes I Yes INPUT ..Maximum.DC Power(STC) 4050. .. 5100 6750 8100 10250 13500 15350 W .......... .... ............. ..... ........... .. .. .. .............. ................ ................................ ................. ................. .......... Transformer-less,Ungrounded Yes ......................................... ................................................................................................... ................. ........... Max:Input Voltage ......................................... ...............500.......................................... I Vdc... Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Current(') 9.5:.....1......13......1.15;5 @ 240V.I.......18.......I......23.......1..30 �1a?240V..I..... 34.5...... .. Adc.... ........ .................. Max.Input Short Circuit Current45 Adc ......................................... .............................. ...................................................................................... ........... Reverse-Polarity Protection Yes ..@rou d-Fa.tIsoi ti.................. ......... .......... ................................. iensi.............................................i......... .......... Ground-Fault Isolation Detection 6001cfl Sensitivity ......................................... ............... .............. . ....... ...... ................[.. .. ... .Inv ncy EC Weighted Effice .......... .....97.5.....1.....98..... ..98 240V..I.....975......1.....97.5...... ..975 @24 V.. ....975...... ....�..... Nighttime Power Consumption <2.5 <4 I W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) I ......................................... ..................;3f....................................... ............. ... ....... Revenue Grade Data,ANSI C12.1 Optional i ......................................... ........................................... ............. ......... . ........... Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE ! Safety................................. UL1741,UL1699B,UL1998 s CSA 22:2... ... .....................!......... .......... .............................. Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16.6 AWG 3/4"minimum/8-3 AWG ......................................... ...... ......................... ................................... ........... DC Input conduit size/#of strings/ 3/4"minimum/1-3 strings/ 3/4"minimum/1-2 strings/16-6 AWG AWG rang?....... 14 6 AWG ........... ...... .......... .. ........................... ................................ .. .......... Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5 x 12.5 x 7.2/775 x 315 x 184 .1(1imm.............................. .............................. 775 x 315 x 260. .. .... ...mm... . ...................... .......................... ........... ... .. ... . . . Weight with Safety Switch............ ..........51:2.�23:?......... ..................54.7/24.�..............................88.4/40.1..i......... .lb/kg.. Natural convection Cooling- Natural Convection and internal Fans(user replaceable) fan(user ......................................... ..................................................................replaceable).. ................. ................. Noise <25 ...........<50........ .... ......... .......... i dBA ..... ................................................ .......................... ................................. ... . ..... . Min.-Max.Operating Temperature Ran e :13 to+140/-25 to+60(-40 to+60 version available)')) :F/:C .8. ..................... ................... ............ ........................... ...... Protection Rating NEMA 3R ........ ................................ ..... . .......... ..................................... .......... Irl For other regional settings please contact SolarEdge support. I tri A higher current source may be used;the Inverter will limit its input current to the values stated. t'1 Revenue grade inverter P/N:SEmoutA-U5000NNR2(for 760OW Inverter.SE7600A-US002NNR2). t0I 40 version P/N.SE:axxA-US000NNU4(for 760OW mverter:5E7600A•US002NNU4) t i COO I sunsPEc � � Ij OLG Life's Good i r LS NeON-2 1K_0,5013 LG's new module,LG NEON TI-12,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires ��� as vtaoaao-Itr, to enhance power output and reliability.LG NeONT'd 2 DVE C C ® ���� demonstrates LG's efforts to increase customer's values beyond efficiency.It features enhanced warranty,durability, Intertek performance under real environment,and aesthetic design suitable for roofs. Enhanced Performance Warranty ® High Power Output LG NeONT"r 2 has an enhanced performance wafranty. Compared with previous models,the LG NeONT",2 The annual degradation has fallen from-0.6%/yr to has been designed to significantly enhance its output -0.55%/yr.Even after 25 years,the cell guarantees 1 2%p efficiency,thereby making it efficient even in limited space more output than the previous LG NeONTr"2 modules. AT Aesthetic Roof O Outstanding Durability LG NeONTr-'2 has been designed with aesthetics in mind; With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance. the warranty of the LG NeONT"2 for an additional The product may help increase the value of 2 years Additionally,LG NeONT'"2 can endure a front a property with its modern design load up to 6000 Pa,and a rear load up to 5400 Pa. L Better Performance on a Sunny Day Double-Sided Cell Structure LG NeONT'"2 now performs better on sunny days thanks The rear of the cell used in LG NeONT'''2 will contribute to to its improved temperature coefficiency generation,just like the front;the light beam reflected from m the rear of the module Is reabsorbed to generate a great amount of additional power. About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based an solar energy business as its future growth engine.We embarked on a solar energy source research program in 1985,supported by LG Groups rich experience in semi-conductor.LCV,chemistry,and materials industry We successfully released the first Mono x°series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter In 2013,LG NeON"(previously known as Mono X®NeON)won"Intersolar Award"which proved LG is the leader of innovation in the industry. LS NeON 2 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module LG330N1 C-A5 Cell Vendor LG Maximum Power(Pmax) 330 Cell Type Monocrystalline/N-type MPP Voltage(Vmpp) 33 7' Cell Dimensions 161.7 x 161.7 mm/6 inches MPP Current(Impp) 98 u of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 409 Dimensions(L x W x H) 1686 x 1016 x 40 mm Short Circuit Current(Isc) 1045 66.38 x 40 x 157 Inch Module Efficiency 19.3 Front Load 60001"a Operating Temperature -40-+90 Rear Load 5400Pa Maximum System Voltage 1,000 Weight 18 kg Maximum Series Fuse Rating 20 Connector Type MC4 Power Tolerance(%) 0-+3 Junction Box IP68 with 3 Bypass Diodes •STC(Standard Test Condmon}Irradiance 1.000 Win',Ambient Temperature 25 eC,AM 15 Cables 1000 mm x 2 ea The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion 'The Typical change in module efficiency at 20OW/m'in relation to 1000W/m2,s-20% Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG330N1C-A5 Certifications IEC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 243 UL 1703 MPP Voltage(Vmpp) 312 IEC 61701(Salt mist corrosion test) MPP Current(Impp) 7.81 IEC 62716(Ammonia corrosion test) Open Circuit Voltage(Voc) 38"1 ISO 9001 Short Circuit Current(Isc) 841 Module Fire Performance(USA) Type1 NOCT(Nominal Operaung Ceti Temperature)Irradiance 1300WIm.ambient temperature 20 wrid speed 1 m/5 Fire Rating(CANADA) Class C(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty— Dimensions(mm/in) '*l)lstyear 98%,2)After2ndyear 055%annual degradation,3)25years 84850 p�vv,i o� vwa S Temperature Characteristics NOCT 45±3'C �, r PmpP -0 37%/°C Voc -0 27%/°C _ == Isc 0.03%/'C .�•o�•a, 9rd,>A I TF Characteristic Curves l000w � t LL 10 t aOOW _ � a U !4.D(YW 00W 6 GO:Lp,w a 00W Vo up(V) 0 5 10 15 20 25 30 35 40 110 _. ... ... __ 0 E120 n kc 100 ... _ _. .__ .. ... - ��—� u IFJ . P- 60 a c 20 Temperatum('Cj .40 25 90 North America Solar Business Team Product specifications are subject to change without noticeLG 'Q LG Electronics U S A Inc Lifes Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 Copyright©201.7 LG Electronics All rights reserved Innovation for a Better Life Contact-Ig solar@lge com 01/01/2017. ' wvar+lgsolarusa cam