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F t1rcpG�u Town of Southold 6/6/2019 3 'd P.O.Box 1179 0 co T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40438 Date: 6/6/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 6560 N Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2019 pursuant to which Building Permit No. 43629 dated 4/9/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Fusco,Francis&Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43629 05-10-2019 PLUMBERS CERTIFICATION DATED Authorized Signature 4�Su eco TOWN OF SOUTHOLD �a �y BUILDING DEPARTMENT a 't TOWN CLERK'S OFFICE o . SOUTHOLD, NY - ��o; 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#: 43629 Date: 4/9/2019 Permission is hereby granted to: Fusco, Francis 6560 N Bayview Rd PO BOX 1213 Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 6560 N Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 79.-7-2 Pursuant to application dated 4/4/2019 and approved by the Building Inspector. To expire on 10/8/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to'the Building Department with the following: A. For new building or new use: 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. '[ Wvq New Construction: Old or Pre-existing Building: V/ (check one) Location of Property: N ?",I- 6(`)LHouse No. treet Hamlet Owner or Owners of Property: nccs Suffolk County Tax Map No 1000, Section -4q— 1 Block Lot a Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health,Dept.Approval: Underwriters Approval: Planning Board Approval: ;. Request for: Tempo Certificate Final Certificate: °� (check one) Fee Submitted: $ pplic t Signature r rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ,l► ® �o roger.riche rtAtown.south old.ny.us Southold,NY 11971-0959 c®U9V BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Fusco Address: 6560 N. Bayview Road city:Southold st: New York zip: 11971 Building Permit# 43629 section- 79 Block- 7 Lot- 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Sunrun Installation License No: 33878-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt • Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 6.6 KW Roof Mounted Photovoltaic System to Include 20-LG 330 Panels, 1- SB 6000W Inverter, Rapid Shut Down Device, AC Disconnect. Notes: Inspector Signature: Date: May 10, 2019 0-Cert Electrical Compliance Form.xls OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 INSPECTION z9 [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �t1� /Oe/ � G DATE 1Q INSPECTOR RZB structural -� May 20,2019 ENGINEERS ( 1'OWE- Sunrun Inc. 133 Technology Dr,Suite 100 JUN - 3 2019 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number: 2019-02521 TOWN OF SOUAIR � i Client: Nancy Fusco-211R-560FUSC Address: 6560 N.Bayview Rd.,Southold, NY 11971 Post Installation Date:05/01/2019 Permit Number:43629 Attn.:To Whom It May Concern On the above referenced project,I reviewed the PV Installation specified in the plan.The purpose of the review was to verify the installation and their conformance with the specifications and that any modifications were acceptable. After review, I certify that the PV Installations were installed in general conformance with the plans and specifications for this project,and the installation complies with the provisions of 2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-15. If you have any questions on the above,do not hesitate to call. pF NISw K. Zq yP0 CO F� Sincerely, � V w XP 7 3.1 J2 ��1366 Paul Zacher,S.E. AROFESSIDNP 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) • H 'FOUNDATION (2ND) � � O ROUGH FRAMING& PLUMBING H ' 1 INSULATION PER N.Y; y STATE ENERGY CODE FINAL I AD ITIONAL COMMENTS g j -fAd-;,7c 5I ol I - tc 0 Z m . 1 � d •H 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 Survey SoutholdTown.NorthFork.net PERMIT_NO. Check Septic Form N.Y.S.D.E.C. r Trustees C.O.Application 4 �q Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form G ��� Contact:— ---- - - - -- ----- , I Approved ,2U D ��® Sunrun-Installation Services ®°• 415 OserAvenue _ 4 Disapproved a/c - _ APR - 4 2019 I sunruri Hauppauge, NY 11788 (631)-827-5675/(631) 637-1769 Eiration , xp 20 _ _ LIPermits@sunrun.com T® „ Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20_n' 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,amendm'ents 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,hous'ng code d regulations,and to admit' authorized inspectors on premises and in building for necessary inspections. S' ature ofplicant or name,'if a corporation) 15 ��te-c5v���-e. (Mailing todress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Com-�-��� r-- - Name of owner of premises (As on the tax roll or lat s deed) If applicant is a corporation, ature of duly authorized officer (Name and title of corporate officer) = Builders License No. y 1 Plumbers License No. Electricians License No. Other Trade's License No. 'V4 P�. WAW, 1. ocpUqn and on lvhich posed wo>+k will be to 0 House Number Street -';'e ., � ' '' _ Hamlet u ; CountyTax Map No. 1000 'Section q.(�� Block.�;' .0� � Lot _ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises OW intended Rise and occupancy of proposed construction: a. Existing use and occupancy 1 b. Intended use and occupancy x c)c ha rwAp 0 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work ��, (Description) � 4. Estimated Cost ' ,A�rdy Fee (To be paid on filing this application) 5. If dwelling,number of dwelling.units /-Number,of dwellingxunit eon-,each floor If garage, number of cars ! 6. If business, commercial or mixed occupancy, specifyjnature and extent pf eac'a1' e of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of,'entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO V 13. Will lot be re-graded?YES NO V/ Will excess fill be removed from premises?YE5 NO-\/- 14. O\/14.Names of O }i�r of emisA(Arlcis4"04QC' AddresDAv&x)0Q13 c5o1kholJPhone N Name AddressIt ft. e N k(D 60 Name of Contracti Address e. �}` �-( 11'�S8 15 a. Is this property within 1AM of a ti a wetland or a freshwater wetlan . *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__,Z * 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."aim r 1�A/-Zja d4elr being duly sworn, deposes and says that(s)he is the applicant (Name of'in div,idud signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said woik and to make and file this application; that all statements contained in this application are true pathV6W�of his knowledge and belief; and that the work will be performed in the manner set forth in the applicati7 .4 0, t�.//A .V W OT ,c�ii Swo o b fore me this c q9 �'� s�°�'qc�94� �2 _-day of 20 _cn c0, <4- cFo/e c� f _ O,�GeI is '��,411,11W' Si tune of Applicant Notary Pub Scott- A. Russell m °SU�fq a 59T 0]KIM[WAT I E I K SUPERVISOR IMCA\NA(G]EMUENT ' SOUTHOLD TOWN HALL-P.O.Box 1179 "' 53095 Main Road-SOUTHOLD,NEW YORK 11971 y��O ��- 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) i ❑aA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area: ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E][g,11 Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑('E. Site preparation within the one=hundred-year floodplain as depicted on FIRM Map of any,watercourse. f ElInstallation 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, ignatur-eeQntact-Infor.mation,-Date-&-Countr}-Tax-Map_N.umbex!Chapter-236-does-not-applyAo your-projecL — 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 r r y Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME: Z vi .W Section Block Lot 1'OR BUILDING DEPART11-1EN'I" USE ONLY Contact Informatio .7nr,+n,vNum , Reviewed By: r Property o— — — — Date:Address/ Location of Construction Wolk: '— — — — — — — — — — — — ® Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ❑ Slormwa ter Management Control Plan ib Required (Forward to Engineering Department for Review.) FORM ° SMC'P - TOS MAY 2014 APPLICANT S,C,T,M, ; 1000 C PTE 23� ` (Property Owner.Design Professional,Agent,Contractor,Other) - _ bQ$L1PFQ� R- Stormwater Management Control Plan C ECK LIST NAME: Section stock Lot z S M C P -Plan Requirements: Provide ONE copi of the Building Pmit Application. Y4.q Ywn The applicant must provide a Complete Explanation and/or Rea n for not providing p ,vl",• TIK12 '_W aall Information that has been Required by the fol)owing Checklist! I ° i I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide J 't if Here! show all of the followinghems: II YES NO NA If you need additional room for explanatigns, Please Prov a additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features wit 'n 500 L.F. of the Site Boundary as required by§236-i7m . d. Teat Hole Data Indicating Soil Characteristics&Depth t Ground Water. e. Limits of Clearing& Area of Proposed Land Qisturbance. [� f. Existing & Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing & proposed structure roads, j driveways, sidewalks, drainage improvement &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging A -a(s). I. Location of proposed concrete washout area( , in. Location of all proposed erosion&sediment control mei sures. 1 2. Siormwater Management Control Plan must include Calcul tions showing 1 that the stormwater improvements are sized to capture,sto e,and infiltrate on-bile the run-off from all impervious surfaces generated y a two(21 inch rainfall/storm event. ' f 3. Detatlh&Sectional Drawings for stormwater practices are reqired for approval. j Items rewring details shall include but not be li11 mited to: i a. Erosion &Sediment Controls. b Construction Entrance & Site Access, C. Inlet Drainage Structures (e.g.catch basins,trenc i drains,etc.) d. Leaching Structures (e. . infiltration basins,swale etc.) DEP: It WENT USE QNLY 1Y - i Additional Information is Required, Reviewed & l E] Stormwater Management Control Plan is of Complete. _t Approved By: - - — — — — — — — — — — - - - - - - - - - — Stormwater Management Control Plan is omplete. Date, 1 El SMCP has been approved by, the Enginee Ing Department. 1 17:II0 A A a C•\lr!•n f-1.-_1. 1 Tlar 1 • v nn. . i . r 'Orr S'0(/Ty �1 a Town Hall Annex Telephone(631)7651802 54375 Main Road cn x,(630,765- 5 P.O.Box 1179 G roger. chert(a�mn.soutfio� by us Southold,NY 11971-0959 -�y�4UiVi`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ' ( Z�.,t, Date:- Company Name: - - Name- _ - License No.: �- - - Address: - - - - - N� Phone No. 9� R2_; "�- JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: no, s S 110_f� *Cross Street: 1 w - *Phone No.: Permit No.: Tax-Map District: 100 Section: Block: _ Lot:- , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - - Goc (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information (it 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� 4 82=Request for inspection Form �� l� pF SO(/rg®! Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 'P® �yc®llm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 16, 2019 SunRun Installation Services 415 Oser Ave, Suite W Hauppauge NY 11788 Re: Fusco, 6560 N Bayview Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Engineer's certification letter stating the panels were installed to the roof per NYS Building Code required Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —43629 — Solar Panels ACoORV CERTIFICATE'OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 9/12/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 Arthur J. Gallagher&Co. PHONEFAX Insurance Brokers of CA. Inc. License#0726293 (AJC.No Extl:415-546-9300 (AIC.No):415-536-8499 1255 Battery Street#450 ADDRIESS: San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC0 INSURER A:Zurich American Insurance Company 16535 INSURED SUNRINC-01 Sunrun Installation Services, Inc. INSURER B:,Navi ators Specialty Insurance Company 36056 775 Fiero Lane, Suite 200 INSURER C: San Luis Obispo, CA 93401 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:1523403087 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUER LTR TYPE OF INSURANCE INSD WVO POLICY NUMBER MMIDDY EFF MMIDD EXP LIMITS B X COMMERCIAL GENERAL LIABILITY LA18CGL2303211C 10/1/2018 10/1/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE FKOCCUR PREMISES Ea occurrence) $1,000,000 X $50,00011etention MED EXP(Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 X POLICY�JECTPRO- LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER Total Policy Limit $10,000,000 A AUTOMOBILE LIABILITY BAP915542505 10/1/2018 10/1/2019 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WC01369600410/1/2018 10/1/2019 X STATUTE ERH A AND EMPLOYERS'LIABILITY Y/N WC013696104 10/1/2018 10/1/2019 ANYPROPRIETOR/PARTNER/EXECUTIVE E L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? NIA (Mandatory in NH) E L DISEASE-EA EMPLOYEE $1,000,000 Use,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more apace is required) WC013696004-$25,000 Deductible;WC013696104-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 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. Route 25 Southold NY 11 11971 AUTHORIZED REPRESENTATIVE South ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD voRtc workers' CERTIFICATE OF INSURANCE COVERAGE STAVE 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 8 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 specifically 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 1 a" 54375 Route 25 CG-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 E] 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 carrices authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 973-548-6389 Title Statutory Disability Coordinator 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,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 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 (9-15) . f feici.1�j(�ti,t'�r+l'[;�t�.+:`,'.'J-C?.-.'`.gZ yra1k:�,`�rAt�1t.e;i=?�r.,�.:.�+`'".�w"�•�ut-'"�;,')"'a"l�7.9�a..r`-,.....,",r..,.',t�LzCY',.rJ1a�;'�wt�.•r!l'!�)i r t�lt`G'a:r:-.'<l•.,7,:s�r}�`"'.a-�.s•�;\:a�..^U�✓L�'....,,�/.r�.�r_'+v+9„.w;`es',til-s,•i.��•`pV�`�.'a-:'e�.`,,•,v�r�'"5,';�.','y,.^t'a�J�`yct^�nk��',,(.,,.+��.M-:,.C,.ew;''�r�',"»�,�.._�-."�..�;-rgi�pa'�,•_b.:9:'�`r�%3�°t�q:�„�%i''.t`i;.'i���._.w...;"..,`a�°i`Ta^.a;�Y.'.,.'..a-11w�z'uyib'�*.a'.k`�`-';,�_•.d_�`�w:'."s..:.?�%_�`a� '�r�'.��i.-c•S,,l.i,`;tiT;j.';tiZ..d,,;1.,5),``�`�ti"`Fj'rs�+!�l-%c;,«;.'>�:1:,.,�c,•-�I._:�a�r�w'.{^^wswigr.'Yi,�`�''y�a'ky b+�"j'�'��s:�.>i��'_1'LL's.•`��isy„,,,y•..a-�,�,�)'12-,n��h•M1`cYm!•=1•A. � {„tN R -. 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AND A CURRENT CONSUMER AFFAIRS " �-g '`• ID CARD :�+ { Acting Commissioner r h r j"'Z1 Nut 0 + z.7jj L�,_,,.,___'V C.F�I�jiy Fri"✓,L�`.i�•:1,v A:Z..:RS<.i.:c"' 's•t �,:f.�<c:^ .,�,,, .T "__ _._-_- ____..-___ _._ __ __ ___-- _- -'.:-4 ; z,;,-^za'"- r 's �,� �'J'...'ynv.. ... .._""'T.:.rz L.�."'".3:'R��"•,Lf.'�:�.:____._ ._ _ �_ ._.__ -�._ .._ ...._' n 'r 4 \ {"�'r l' �^':L?' 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' � t`'`.ir,�'s�'''" y " •-'i'•..+';9',".�f., YORK workers' a' CERTIFICATE OF STATE Boa densationNYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(Use street address only) 1 b.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(Only required If coverage Is speciflcallylimited to 1d.Federal Employer Identification Number of Insured or certain locations In New York State,le.,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" WC 0136961-04 Town of Southold 3c. Policy effective period 53095 Route 25 10/01/2018 to 10/01/2019 Southold, NY 11971 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 "1a" 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 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: Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) Approved by: `" 10/1/2018 (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 APPROVED AS NOTED `RETAIN STORM WATER RUNOFF 'PURSUANT TO CHAPTER 236 DATE: B.P.# OF THE TOWN CODE. FEE: BY: 4 NOTIFY BUILDING DEPART EN AT 765-1802 .8AM TO 4 PM ,FOR THE FOLLOWING-INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF RD SOu:ffieEBTewNiEES OCCUPANCY OR USE IS UNLAWFUL. WITHOUT CERTIFI06' OF-OCCUPANCY S structural March 27,2019 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618' Subject:Structural Certification for Installation of Solar Panels Job Number:2019-02521 Client:Nancy Fusco-211R-560FUSC Address:6560 N.Bayview Rd.,Southold,NY 11971 Attn.:To Whom It May Concern Afield 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 2x8 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 13,degree and have a maximum projected horizontal span of 17 ft 10:in between load bearing supports. • Composition Shingle over Roof Plywood is supported by 2x6 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 20 degree and have a maximum projected horizontal span of 10 ft 9 in between load bearing supports. Design Criteria: • Applicable Codes=2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-15 • Ground Snow Load=25 psf;Roof Snow Load=20 psf ARRAY 1;17.4 psf ARRAY 2 • Roof Dead Load=5.1 psf ARRAY 1;5:3 psf ARRAY 2 • Basic Wind Speed=130 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 2: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 with the 2015 IRC with 2017 NY State Uniform Code Supplement If you have any questions on the above,do not hesitate to call. Sincerely, Paul Zacher,S.E. OF NE(y K. 2 0 CO W XP-07%3]./ 2 O91365- AR�FESS1 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience [ Integrity I Empowerment I I l . 1 structural March 27,2019 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 2019-02521 : Nancy Fusco-' 211R-560FUSC The following calculations are for the structural engineering design of the photovoltaic panels located at 6560 N. Bayview Rd.,Southold, NY 11971.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. pF NE1,y K. Z40, yO ,A CO Sincerely, Q xPo 773"1./ 2 1365- Paul Zacher,S.E. ,o, 1365- 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment � {1 Project: Nancy Fusco--Job M 2019-02521 RZE Date: 3/27/2019 Engineer: PZSE Gravity Loading Roof Snow Load Calculations -"T-� pg=Ground Snow Load= 25 psf Ca=Exposure Factor= 0.9 (ASCE?-Table 7-2) Ct•=Thermal Factor= 1.1 (ASCE7-Table 7-3) I=Importance Factor= 1 pf=0.7 Ca C,I pg 17 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= 20:psf 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= 20 psf P,-=CSPf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Cs=Slope Factor= 1.000 ARRAY 2 Ps=Sloped Roof Snow Load= 20.0 psf ARRAY 1 Ps =Sloped Roof Snow Load= 17.4 psf ARRAY 2 PV Dead Load=3 psf(Per.Sunrun Inc.) Roof Live Load= 20.00 psf ARRAY 1 Roof Live•Load= 19.63` . psf ARRAY 2 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Composition Shingle 2.00 _ Roof Plywood 1.50 2x8 Rafters @ 16"o.c. 1.49 - -- - -- - Vaulted.Ceiling -0'.00- Ceiling Not Vaulted Miscellaneous 0.01 Total Roof_DL ARRAY 1 5.0 psf DL Adjusted to 13 Degree Slope 5.1 psf Roof Dead Load ARRAY 2. Composition Shingle 2.00 Roof Plywood 1.50 2x6 Rafters @ 16"o.c. 1.13 _Vaulted Ceiling 0.00 Ceiling Not Vaulted Miscellaneous 0.37 Total'Roof DL ARRAY 2 5.0 psf DL Adjusted to 20 Degree Slope 5.3 psf 2of6 ,e PZ® Project: Nancy Fusco--Job#: 2019-02521 Date: 3/27/2019 Engineer: PZSE Wind Calculations Per ASCE 7-10 Components and Cladding F --Input Variables- j Wind Speed 130 mph Exposure Category C Roof Shape Gable Roof Slope 20 degrees Mean Roof Height 14 ft Building Least Width 32 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 3.2 ft Controlling C&C Wind Zone Zone 2 Design Wind Pressure Calculations , 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)_i (Fig.26.8-1); Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(_Design_ Wind Speed)= 130 mph (Fig.26.5-1A) Risk Category= II (Table 1.5=1) - - _qh= 31.3 psf - 0.6*ah= 18.75 .Standoff Uplift Calculations "- Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.69 -2.59 0.47 . Uplift Pressure= -16 86 psf -31.79 psf -48.65 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 4.00 2.00 Longitudinal Length= 546 5.46 5.46 Attachment Tributary Area= 21.83 21.83 10.92 Attachment Uplift= -329.00 -655.00 -511.00 Lag Screw Uplift Capacity Check, Fastener= 5/16_ inch Number of Fasteners= 1 ` Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 Ib (NDS Eq 12.2-1) Allowable Withdraw Capacity= 8201b (NDS Eq 11.3-1) 820 Ib capacity>655 Ib demand Therefore,OK LagScewwShear'CapacityCheck7�Y •_r, '. . Embedment Depth Reduction Factor i ce. Lateral Forfrcm Gravity Loads=.153lb Attachment Lateral Capacity= 288 lb (NDS_Table 12K) 287.5 Ib capacity>153 lb demand Therefore,OK 3of6 n . PZH Project: Nancy Fusco--Job#: 2019-02521 Date: 3/27/2U19 Engineer: PZSE Framing Check ARRAY 1 PASS w=37 plf Dead Load 5.1 psf PV Load 3.0 psf Snow Load 20.0 psf I 2x8 Rafters @,16'�o.c:` Member Span=17'-10" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 28.1 psf ` Member Properties Member Size S(in A3) I(in A4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c. Check Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.2 x 1.15 Allowed Bending Stress=1388.6 psi Maximum Moment = (wLA2)/8 = 1489.43 ft# = 17873.2 in# Actual Bending Stress=(Maximum Moment)/S =1360.2 psi Allowed>Actual--98%Stressed -- Therefore,OK �M Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.783 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*1) = 1.279 in = L/168 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 1.188 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.910 in L/236 < L/180 Therefore OK Check Shear,. Member Area= 10.9 in A2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 334 Ib Allowed>Actual-=22.8%Stressed -- Therefore,OK 4of6 PZ® Project: Nancy Fusco--Job#: 2019-02521 Date: 3/27/2019 Engineer: PZSE Framing Check ARRAY 2 PASS w=34 plf Dead Load 5.3 psf PV Load 3.0 psf Live Load 19.6 psf 2x6�-R16"o.c. Member Span=10'-9" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 25.7 psf Member Properties 7 Member Size S(in A3) I(in A4) Lumber Sp/Gr Member Spacing 2x6 7.56 20.80 SPF#2 @ 16"o.c. C_heck Bending Stress Fb(psi)= f'b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.15 x 1.3 x 1.15 Allowed Bending Stress=1504.3 psi Maximum Moment = (wL^2)/8 = 494.993 ft# = 5939.91 in# Actual Bending Stress=(Maximum Moment)/S =785.5 psi Allowed>Actual-52.3%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.075 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.385 in = L/336 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.716 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.271 in L/477 < L/180 Therefore OK Check Shear Member Area= 8.3 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1114 Ib Max Shear(V)=w*L/2 = 184 Ib Allowed>Actual--16.6%Stressed -- Therefore,OK 5of6 ' PZ8 Project: Nancy Fusco--Job#: 2019-02521 Date: 3/27/2019 Engineer: PZSE Lateral Check:2015 IEBC Existing Weight of Effected Building Level Area Weight(psf) Weight(lb) _Roof 2144 sf 5.1 psf 10934 Ib Ceiling 2144 sf 6.0 psf 12864 Ib Vinyl Siding 924 sf 2.0 psf 1848 Ib (9.5'Wall Height) Int.Walls 462 sf 6.Q psf 2772 Ib Existing Weight of Effected Building 28418 Ib Proposed Weight of PV System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 355 sf Approximate Total Weight of PV System 1065 Ib 10%Comparison 10%of Existing Building Weight(Allowed) 2842 Ib Approximate Weight of PV System_(A_ct_ua_I) 1065 Ib Percent Increase 3.7% 2842 lb>1065 Ib,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. 6of6 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE I1' DESCRIPTION • SYSTEM SIZE`6600W DC,6000W AC • ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODE,AND SOLAR MODULES • MODULES',(20)LG ELECTRONICS LG330NIC-A5 ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS SE SERVICE ENTRANCE PV-1 0 COVER SHEET • INVERTERIS). • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014 PV-2 0 SITE PLAN - (1)SMA AMERICA SB 6 D-1SP-US-40 • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 PV-3 0 LAYOUT • RACKING: • PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL SNAPNRACK RL;FLASHTRACK COMP SEE DETAIL GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 PV-4 0 ELECTRICAL SD-00708 • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 SNR B MOUNT • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741SP SUB-PANEL SNR A MOUNT PV-5 0 SIGNAGE • (2)SMA SSD-US-101 1 RAPID SHUTDOWN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 • SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II ® CHIMNEY- MODULES,ARE CLASS A FIRE RATEDLC PV LOAD CENTER • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690`12(1) Q ATTIC VENT • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) SM SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT Q FLUSH ATTIC VENT • 10 45 AMPS MODULE SHORT CIRCUIT CURRENT • 16 32 AMPS DERATED SHORT CIRCUIT CURRENT 1690 8(a)&690'8(b)] PM DEDICATED PV METER o PVC PIPE VENT INVERTERS)WITH INTEGRATED DC ® METAL PIPE VENT INV DISCONNECT AND AFCI 0 T-VENT For Structural Only 0 AC DISCONNECT(S) OF NE SATELLITE DISH V K Z4Y0 h tiF DC DC DISCONNECT(S) FIRE SETBACKS W CB W ,o COMBINER BOX El HARDSCAPE r 2 - p 136�� I——1 INTERIOR EQUIPMENT —PL— PROPERTY LINE �'OFES31ONp L J SHOWN AS DASHED SCALE NTS A AMPERE s u n r u n AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT 54139-ME (E) EXISTING e " 18CHAFLO AVF,HICKSVLLL W11801 EXT EXTERIOR pHa�eossmsaet' FRM FRAMING INT INTERIOR CUSTOMER RESIDENCE _• �� ^� ;, ?•�"` LBW LOAD BEARING WALL NANCY FUSCO MAG MAGNETIC 6560 N BAYVIEW RD, MSP MAIN SERVICE PANEL SOUTHOLD,NY,11971 NTS NOT TO SCALE TEL(631)765-1868 OC ON CENTER APN#1000.079-00-07-00-002-000 PRE-FAB PRE-FABRICATED # PSF POUNDS PER SQUARE FOOT PROJECT2 IR 5 0FUSC NUMBER PV PHOTOVOLTAIC TL TRANSFORMERLESS TYP TYPICAL DESIGNER (720)475-7840 V VOLTS RYAN WIEDNER REV NAMEA�S DATE COMMENTS SHEETCOVER SHEET A 3/26/2019 " ;fi PAGE PV-1.0 rVi SITE PLAN-SCALE=118"=1'40" SITE PLAN DETAIL-SCALE=1/64"=1'•0" ARRAYNTRUE MAG PV AREA PITCH AZIM (SQFT)° AR 01 13° 194° 1844 AR-02 20° 194° 1844 I—M C] (E)RESIDENCE N BAYVIEW RDD SE AC SM INV (N)(2)SMA 1 1 RAPID SHUTDOWN DISCONNECT a (E)RESIDENCE n LK O 0 sunrun O 54139-ME 15CHMLOITEAVE,HICK iV W11801 PH0NE8p584R ' FA%84`== CUSTOMER RESIDENCE FIRE SETBACKS NANCY FUSCO (18"TYP) 6560 N BAYVIEW RD, (N)ARRAY AR-01 SOUTHOLD,NY,11971 (N)ARRAY AR-02 TEL(631)765-1866 APN#1000-079-00-07-00-002-000 For Structural Only PROJECT NUMBER 211R-560FUSC OF NE by y DESIGNER (720)475-7840 y K Z4 C, 0� RYAN WIEDNER P r SHEET W SITE PLAN xP0�1365 � REV A 3/26/2019 AQOFESSIONP� PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF I 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 FLASHTRACK COMP SEE DETAIL SD-00708 1 STORY ATTIC WOOD RAFTER 2 X 8 11'-7" 16" 3'-3" 4-0" T-4" LG ELECTRONICS LG330N1C-A5 AR-02 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 1 STORY ATTIC WOOD RAFTER 2 X 6 11'-3" 16" 3'-3" 4'-0" 1'-4" MODULE DIMS. 66 38"x 40"x 1 57"(40mm) D7-AR-01-SCALE:3/16 =1'-0" a. MODULE CLAMPS: PITCH 13° k g'_7" 16'-11" _ Portrait 7 9"-15 7" AZIM.1821 I Landscape 0"-47" Ef- 6" MAX DISTRIBUTED LOAD.3 PSF SNOW LOAD:25 PSF WIND SPEED. 130 MPH 3-SEC GUST LAG SCREWS: 5/16"x4 0"2 5"MIN EMBEDMENT^ © -q TMP INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED SPANS,AND NOTIFY E O R OF ANY DISCREPANCIES BEFORE PROCEEDING PENETRATION SPACING- FULLY STAGGERED ROW SPACING- 100" PACING•100"BETWEEN ROWS COLUMN SPACING: 9'-2" 0 75"BETWEEN COLUMNS 02-AR-02-SCALE:3/16"=T-0- PITCH-20° s u n r u n AZIM:182° k- 1' 16-11" 21'-5" 6" I El El El t_ 54139-ME O 15 LHApLOTfEAVE HILKSVILLE NY 11861 ~ PN018:889bm15®T FA%865SB.t0II CUSTOMER RESIDENCE NANCY FUSCO j-4'TYP-j 6560 N BAYVIEW RD, 11''2" Eia p ❑ SOUTHOLD,NY,11971 TEL(631)765-1868 O APN#1000-079-00-07-00.002-000 PROJECT NUMBER 211 R-560FUSC 2-4 OK ZA`"Yo DESIGNER (720)475-7840 I _ y OSF P� RYAN WIEDNER _* P SHEET W LAYOUT p v�136�ea REV A 3/26/2019 SEE SITE PLAN FOR NORTH ARROW ROFESSIONP� PAGE PV-3 0 120/240 VAC SINGLE PHASE SERVICE OMETER It M PSEGLI 60 709 767 UTILITY ACCOUNT# GRID 9632421421 SUPPLY SIDE TAP 5 (2)RSD 1 1 RAPID I EXISTING 200A (N)LOCKABLE SHUT DOWN DEVICE, PV'MODULES MAIN BREAKER BLADE TYPE (N)LOCKABLE (N)SUN RUN SMA AMERICA SS NEMA 4X,600V LG ELECTRONICS LG330N1C-A5 FUSEDAC BLADE TYPE CENTRON 4G 6 D-ISP-US-40 1 + // (10)MODULES 1 DISCONNECT AC DISCONNECT METER 6000 WATT INVERTER JUNCTION BOX r C�/ (1)STRING OF(10)MODULES 4 4 EXISTING 4 - 3 OR EQUIVALENT 2 IYI �r _ ^i , 200A o,o, oho ® ./� MAIN _ PV MODULES FACILITY MAINPANELG ELECTRONICS LG330N1C-A5 35A FUSES r / (10)MODULES LOADS SQUARE D SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT ` +(�j (1)STRING OF(10)MODULES D222NRB DU222RB 125A CONTINUOUS& WITH AFCI,RAPID SHUTDOWN Y 3R,60A 3R,60A,2P 240V METER COMPLIANT 120/240VAC 120/240VAC 200A,FORM 2S CONDUIT SCHEDULE NOTES TO INSTALLER-1 409 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED 2 NONE (4)10 AWG THHN/rHWN-2 NONE (1)6 AWG BARE COPPER s u n r u n 3 1"PVC OR EQUIV (4)10 AWGTHHN/rHWN-2 NONE (1)10 AWG THHN/rHWN-2 4 1"PVC OR EQUIV (2)8 AWG THHN/rHWN-2 (1)10 AWG THHNITHWN-2 (1)8 AWG THHN/rHWN-2 5 1"PVC OR EQUIV (2)6 AWG THHNrrHWN-2 (1)6 AWG THHN/rHWN-2 1 (1)8 AWG THHN/rHWN-2 54139-ME 15WH OUEAVE,HICNSVILLENYl- PHONEBOSSE0.5051 FAX SQS�S7ID3 CUSTOMER RESIDENCE NANCY FUSCO 6560 N BAYVIEW RD, SOUTHOLD,NY,11971 MODULE CHARACTERISTICS LG ELECTRONICS LG330N1C-A5 330 W TEL OPEN CIRCUIT VOLTAGE 40 9 V APN*#31)765-1668 1 7000-079-00-07-00-002-000 0 MAX POWER VOLTAGE 33 7 V PROJECT NUMBER SHORT CIRCUIT CURRENT 10 45 A 211R-560FUSC DESIGNER (720)475-7840 SYSTEM CHARACTERISTICS-INVERTER 1 RYAN WIEDNER SYSTEM SIZE 6600 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 455 V SYSTEM OPERATING VOLTAGE 337 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 600 V SYSTEM OPERATING CURRENT 19 6 A REV A 3/26/2019 SYSTEM SHORT CIRCUIT CURRENT 2612A PAGE PV-4.0 INVERTER 1 NOTES AND SPECIFICATIONS QWARNING:.' QWARNING m ° o e o ® ® ® SIGNSAND LABELS SHALL MEET THE REQUIREMENTS OFTHE NEC 2014ARTICLE •o •m •• 19 6 �1 _ _ 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR 3 IF REQUESTED BY THE LOCAL AHJ ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD ® W{` •e •o s 337 a ■ ® •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE W �+�y—q' ,+;r' DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED o ;-;qh,�- 45WORDS,COLORS AND SYMBOLS 5 e s ® j' 4 •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING TERMINALS ONLINE AND LOAD ALL NORMALLY GROUNDED e• 26.12 =o P` ®® METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVERTER/DC INVOLVED INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WTH ANSI 2535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODECS)CEC 2016 690 53,NEC 2017 690 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED INVERTER(S),AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011 69D 53 PER CODE(S)CEC 2016 690 12,NEC 2014 690 12; •DO NOT COVER EXISTING MANUFACTURER LABELS COMBINER PANEL OF APPLICABLE) ENCLOSURE OF APPLICABLE) NEC 690 56,IFC 2012 605 111 PER CODECS)CEC 2016 690 17(E),NEC PER CODE(S)CEC 2016 690 5(C),NEC , 2014 69017(E),NEC 2011 690 17(4) 2014 690 5(C),NEC 2011 690 5(C) QWARNING _"QWARNING"w ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE OC CONDUCTORS OF THIS SOURCES:UTILITY GRID PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC UNGROUNDED AND MAY BE ENERGIZED SYSTEM LABEL LOCATION LABEL LOCATION INVERTER(S);DC DISCONNECTS UTILITY SERVICE METER AND MAIN PER CODECS)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 120D)(3),NEC 2011 705 120D)(4) QWARNING QWARNIN;G,, INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENTDEVICE DO NOT ADD LOADS BUILDING SUPPLIED BY UTILITY LABEL LOCATION LABEL LOCATION GRID AND PHOTOVOLTAIC sunrun ADJACAPPLIC�� KE O PV BREAKER OF PHOTOVOLTAIC AC COMBINER OF. APPLICABLE) SYSTEM PER CODE(S).CEC 2016 PER CODE(S)CEC 2016 705 12(0)(2)(3)(6),NEC 2014: 70512CD)(2)(3)(c),NEC 2014 70512(D)C2)(3)(b),NEC 2011.70512(D)(7) 70512(0)(2)(3)(e),NEC 2011 70512(D)(4) PV SYSTEM 54139-ME DISCONNECT A Ri0NE.0i4�.400]HICNSVILLE NV 118% ® FR%B6S]68ffi1 -17 'i-®®'iQ® s. 10 CUSTOMER RESIDENCE LABEL LOCATION NANCY FUSCO INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, 6560 N BAYVIEW RD, AT EACH TURN,ABOVE AND BELOW PENETRATIONS, SOUTHOLD,NY,11971 0 ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS PERCODECS)CEC2016 69031(G)(3),69031(G)(4),NEC TEL(631)765-18682014 690 31(G)(3).690 31(G)(4),NEC 2011 69031(E)(3), 690 31(E)(4),IFC 2012 605 1114 APN#1000-079-00-07-00-OD2-000 PROJECT NUMBER 211 R-560FUSC o•®• • ••^ °�°' DESIGNER (720)475-7840 LABEL LOCATION RYAN WIEDNER POINT OF INTERCONNECTION LASELLOCATION AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF (PER CODE NEC690 56(B),NEC70510.225 37,230 2(E)) SHEET INTERCONNECTION SIGNAGE PER CODE(S)CEC 2016 690 54,NEC 2014 690 54,NEC 2011 69054 REV A 3126)2019 PAGE PV-5.0 - n< 1 "SnapNrock- 'Solar Mounting Solutions = �` Vste M U_ 1 - Ser 2�` - s'•�'t: i"" � ,r���;,:�`'�,f�c ,- The Snap4 Traci ';S `ries'1,i3O Rflof �o ��i`� Sj%stdm is"engineers ��o op.*iMiz�;rnateriA use; �v. labor .resources ani'"��sthetic,,���e�l;', 't� is.,i'17novati�re-ls�st6 ;sim"0,1lfi6's''the r6cess 09 instaillr�g so r and ales;`;sne eils,Yirlstai aiior�•,tirnes,;and•lov+wers lbsiallaii.on'costs; rna�:irrlizirig rodl� tip y. id,pr6fit8i," _ •�' ', 'o.�rht Sys�}4m�.� PbF.o,b�`c•9�ts:_'U:yy,l"p�=`y9=�'I_,e•'�fr)��, rr'_e,r,i,',C�',=.�,i��•Iie'.,",r��n,IV�.,�'�r adb5t;steeg & Snap.TYe JJ'Ro4y � 'r.r,• In" hardware and watertight flas�'a��e;cl�`I�ie�l�se l is,.s fs,terr�i is.il�st�°I�.ec�;,v��,i;tl� a_ single t:, g-�,a.9.}rFr, -'� ,+ ,r,t}•, ", frJA k � , i-Y.G.;�'�,y, �i.,�,,i tool. 'No cutting' or driiiil3g means-, e`s"s;,ra�i9';vas; eo l't-'is rilllel:'In �g� t ,'w'ith ' iitAn wire l•n,anagein'ent,"sio-IL`t�o47 s'rfor'alf,rabo y!K?, _s qr o 'si e: fits:` 'i� ieatLl a ;:;: i :'' an �+iiths'tand' s' l+;r " -;,i; {7: 4J;;e n extreme �I�vIrbnmv entaI ;co,ndit1onsa.�,S,e`ries,,.100:i8°11gfe'd �cc�.U « Sta,�ada't<d.:27,03',,,for - ,. .e ,�tr q„ ,, ,,. �.,.,ni•. ;: H',-t , , C�`'';l.�r.e 'J'� 1{ Gro�r�dir�g'/fir idl ig, 'Eii°e. lassifica.tio =grid 4 ech'a 'ic'a7;"; o,a;dili ''l!L':- 7 :,Coe ification ". !,• .7y sqy.;,}s ser`,.41„-0„rr,,,3r r ,, - aai�dor�lyoliah'Co'';eh”s�lres''thatriai : asit,idssfiall'els`__'o_a 'toll. ii ,: ®;'', i^o :'th `k�est'ira` class installations i'ri,'cl'uality, safety and`•efficiency° t 7 Appealing i^,A".,,� ®+'Appealing,design Othbullt®in„aesfhe,tics „ ,,. , :a,',,,F:r„„;:;.,•,, �,;,,,;'' ',, <s;, l ,i„.u, ,,,''t,5.fir' i,}'t� ' .J,.” e,(•4fr;,`,�f` .d;,: ,,{ ®`No:grounding'lugs requi�et for`rri®dudes` ., • r` r, c `r. ia•.,.I,,:,';�;;4;v' ...�`,. `}` s_ii,F _ _ .M1bi'3;`'y-„`_`.; ttsl'„ ')• � '=�F""�f°''y'�;1i ii'y`, `,,,rp,�(,4/[,, ,. � i?:''s Mr't„'.'1-:,'::, Y _ _ - . . - ,:�'• ��`:"'..'rs:.;t=/f;t;-',-k,.���-''"°:. 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'�°' .,� V,f,.p - gr„'„y;�!;,,r,�,,r” 5y;e�..+, �`' 4,,,,�,,r„- f.; 4,%d, —Sl lver""' ackahodfzed alulriniim, F. ; Material Finish • Mill finlsh'on select products ' •Spver'or black coated hardware Note:Appearance of Irill'finish products may,va and; ,.,}+,°^ - :,+-� �°�t;;-r'_ -.,��;_: �;;;,f"�:�;-.-r,'n� '_ - _ •,.:� change over time. +`iG•: L"'1t. ii; - :p:: �ltr^ �-',�-'n,t ,r,[ ';•v �-,s-, '�pw', - � :.r:r,n �A� 1 'F.v.?r,.�SCv-.'^`• "�„�',�l"`r 1:;�„ �7, ��=a'."r '1i '•M;..S:§a:.,"; � .�+;',i' t,"t'<-'.,t'= Y^Ss:`f�:C,' r r-._a',,,I ',:as'c�9 .`.s":t.'.n,•,...,y r-�.� �.ii" 1��+^�° �'�i��V*.,��'9�•,,m=��hr';�QS,CE`7'�,Of u�', ?.t.-;.. +1,;tr't-,": t,r,,,lY><..�;� fLy:.=-�;.�,,, l�,�jr.',o, , _ .,,. , - ', "•" --_-_ ,_,,,. tea_. 7_..,,,'�'.i>. .-- ii•.,,,,'_. _ 'Ew,,: �rn' -- Ms's �s,', -t° - -- Snow Loads" 0-120'psf t„t+ ����?'�,',_ ; a6 ,,..rjr,i �:>f•?{i..'°-!r','''4. °;' ,;if'n - "!1"?,"r : ay_, ,itch° '��• - - --,' ,r.:' - ,9 - , 8777732-2860- 2, www.snapn'rack,..COM; Q-Q- contact@shapnrack.doni,', "" ©2016 by SnapNrack Solar Mounting Solutions.All rights reserved �� �- 3.0-US 3.84US 5o0-ti'15 d' 6.0-US / 7.04=15 Job-Ul 5 _r I i � fry COMPLIANT TO UL 1741 SAUC O L US GRID SUPPORT UTILITY INTERACTIVE INVERTER Value-Added Improvements Reduced Labor Unmatched Flexibility Trouble-Free Servicing • Superior integration with SMA's New Installation Assistant with • SMA's proprietary OphTracTm Two-part enclosure concept MLPE Power+Solution direct access via smartphone Global Peak technology mitigates allows for simple,expedited • World's fust Secure Power Supply' minimizes time in the field shade with ease servicing now offers up to 2,000 W Advanced communication • Multiple independent MPPTs Equipped with SMA Smart • Full grid management capabilities interface with fewer components accommodate hundreds of Connected,a proactive service ensure a utility-compliant solution creates 50%faster setup and stringing possibilities solution that is integrated into for any market commissioning Sunny Portal SUNNY BOY 3.0-US/ 3.3-US/ 5.0-US/ 6.0-US/ 7.0-US/ 7.7-US Reduce costs across your entire residential business model The residential PV market is changing rapidly. Your bottom line matters more than ever—so we've designed a superior residential solution to help you decrease costs at every stage of your business operations. The Sunny Boy 3.0-US/3.8- US/5.0-US/6.0-US/7.0-US/7.7-US join the SMA lineup of field-proven solar technology backed by the world's#1 service team, along with a wealth of improvements. Simple design, improved stocking and ordering, value-driven sales support and streamlined installation are just some of the ways that SMA helps your business operate more efficiently.And, Sunny Boy's superior integration with the innovative Power+Solution means installers have even more flexibility in addressing their toughest challenges.Finally,SMA Smart Connected will automatically detect errors and initiate the repair and replacement process so that installers can reduce service calls and save time and money. www SMA-America com Technical data Sunny Boy 3.0-US Sunny Boy 3.8-US Sunny Boy 5.0-US 208 V , 240 V 208 V 240 V 208 V 240 V Input(DC) Max usable DC power 3100 W 3100 W 3450 W 4000 W 5150 W 5150 W Max DC voltage 600 V Rated MPP voltage range 155-480 V 195-480 V 220-480 V MPPT operating voltage range 100-550 V Min DC voltage/start voltage 100V/125V Max operating input current per MPPT 10 A Max short circuit current per MPPT 18A Number of MPPT hacker/string per MPPT tracker 2/1 3/1 Output(AC) AC nominal power 3000 W 3000 W 3330W 3800 W 5000 W 5000 W Max.AC apparent power 3000 VA 3000 VA 3330 VA 3800 VA 5000 VA 5000 VA Nominal voltage/adjustable 208 V/• 240V/• 208V/• 240V/• 208 V/• 240V/• AC voltage range 183-229 V 211 -264 V 183-229 V 211 -264 V 183-229 V 211 -264 V AC gnd frequency 60 Hz/50 Hz Max output current 14 5 A 12.5 A 16 0 A 16 0 A 24.0 A 24.0 A Power factor(cos(p) 1 Output phases/line connections 1/2 Harmonics <4% Efficiency Max efficiency 97.2% 976% 972% 97.5% 97.2% 97.5% CEC efficiency 96% 965% 965% 96.5% 965% 97% Protection devices DC disconnect device • DC reverse polonty protection • Ground fault monitoring/Grid monitoring 0 AC short circuit protection • All-pole sensitive residual current monitoring unit(RCMU) • Arc fault circuli interrupter(AFCI) • Protection class/overvoltage category I/IV General data Dimensions(W/H/D)in mm(in) 535 x 730 x 198(21.1 x 28 5 x 7 8) Packaging dimensions(W/H/D)in mm(in) 600 x 800 x 300(23.6 x 31.5 x 11.8) Weight/packaging weight 26 kg(57 lb)/30 kg(66 Ib) Operating temperature range -25°C.+60°C Noise emission(typical) 39 dB(A) Internal power consumption at night <5W Topology Transformedess Cooling concept Convection Features Ethernet ports 2 Secure Power Supply •` Display(2 x 16 characters) • WLAN • Sensor module/External WLAN antenna 0/0 Warranty 10/15/20 years •/O/O Certificates and approvals UL 1741,UL 1998,UL 16998,IEEE 1547,FCC Part 15(Class A&B),CAN/CSA V22 2 107.1-1 •Standard features O Optional features-Not available Data at nominal conditions NOTE US inverters ship with gray lids .Not compatible with the Power+Solution Shutdown functionality Type designation S133.0.1 SP-US-40 SB3 B-1 SP-US-40 SB5.0.1 SP-US-40 Accessories q„ Sensor module /t 6demal WIAN antenna , SMA R—hop pp O'Q" MD SEN-US-40 \ EXTANT-US-40 Commumcahon 0 J;l I ROOFCOMMKIT-MUS U � r""""""""""'-"""""-"'-"".............................. (--------------------------? Efficiency curve SUNNY BOY 6.0-ISP-US-40 =--------------------------i ............................... ; i 98 - - - - - - - - - -- 96 _ ,- ... _- _ - 94 - ir- -- - - - - - t 92 F °m 9e c w90 a� 88 Em(V„=220 V) j Eta IV,^375 V) no <eo 86 Em IV„=480 V) V,,,,t`/J j 00 02 04 06 08 10 Output power..Rated power (.............................................. ! - - Technical data Sunny Boy 6.0-US Sunny Boy 7.0-US Sunny Boy 7.7-US 208 V 240 V 208 V 240 V 208 V 240 V Input(DC) Max usable DC power 5400 W 6200 W 6900 W 7200 W 6900 W 7950 W Max DC Voltage 600 V Rated MPP Voltage range _ 220-480 V 245-480 V 270-480 V MPPT operating voltage range 100-550 V Min.DC voltage/start voltage 100 V/125 V Max.operating input current per MPPT 10A Max.short circuit current per MPPT 18 A Number of MPPT tracker/sling per MPPTtrocker 3/1 _ Output(AC) AC nominal power _ _ _ 5200 W _6000 W 6660 W _ 7000 W 6660 W _7680 W Max.AC apparent power 5200 VA_ _ 6000 VA 6660 VA 7000 VA__ 6660 VA 7680 VA Nominal voltage/adjustable 208 V/• 240V/• 208 V/•_ 240V/t 208 V/_• __ 240V/• _ AC voltage range 183-_229 V_ 211 -264 V 163-229V 211-264 V- 183-229 V 211 -264 V _AC grid frequenry - - - - 60 Hz/50 Hz _ Max.output current 21.0-A _ _ 25.0 A __ 32.0 A_-- 29.2 A _ 32.6 A _ 32.0 A Power factor(cos p) 1 Outputphoses/line connections_ _ _ 1/-2 Harmonics <4% - - Efficiency Max efficiency _ 97.2% __-976°k971% 975% _ 97.1_%_ 97.5% _CEC efficiency _ _ ___ _ 96.5%----- '__ _ 97_/ 96.5%-- _ 97% 965%___ ___97% Protection devices DC disconnect device _ _ _ •__ _ DC reverse olon rotection • - - -- -- -- - - ----- - - - -- -- --- - - - - --- --- - -- --- - --- - -- ---- -- - - -- - - -- - -- - -- - - ----- - - -- - - - - - - - - --- -- - - ----- - __Ground fault monitoring/Grid monitoring_ _" AC short circuit protection _Allpole sensitive residual current monitoring unit(RCMU) Arc fault circuit interrupter(AFCI)_ •_ Protection class/overvoltage category _ _ I/-IV General data _DimensionsDin (W/H_/_ 1_in mm"U _ _ " -_535x730x198(21.1x285x7.8)__ -- _ -- - - - - - --- - - -- - - -- --- ---- - ------ _Packaging,Dimensions_(W/_H/D).m mm(in) _- ,_ _. _ 600 x800 x 300(23.6 x 31,5 x 7.1 8) _Weight/packagingYreight g g _ Operohngtemperaturerange" - - - --- - --- --- _--_ -_-- _----25"C.+60°C_ - -- - -------- - __ Noise emission (typical)-------- - ---- - -- �- --- --- 39dBIA)- -- -- - 45dB(6) --- ----- __Internal power consumption at night_ - _ __ _f __ _ _ __ _ __ <5-W ___Topology --Cooling concept - - - = -- -Convection - - - -- Fa" Features Ethemet pods_ _-- __-- _-- _ _ 2 ---- --- ----- - -— ---— --- - -- - Secure Power Supply -- -1-6-characters) - -- - -- - --- - -- -- - - - - --- - Display(2 x 16- characters)- - - --- - - -- _ - - -- - - I - - - -- - ---- -- - -- - - - - -- -- — -- ------ -- - ---- -- - -- - ---- -- --- --- ------- ----- - - - - - __WL4N - - - - - - ---- -- - �- - - - ----- - --- ----- - - -- -- - --- - -------- - - - - -- - - - -- - -- --- - - --- ---- -- - - - - - Sensor module/External WLAN_antenna_ __ _ _ _ -o-/.p Warranty-1.0/151-20 years - - - - - - - Pad-•/O/O - - - - Certificates and approvals_ UL 1741,UL-i-08,UL 1699B,IEEE15- FCC 15_(Class A 8 B),CAN/CSA V22.2 107.1-1 _.•Standard features_o Optional features-N-ot available_Data at nominal conditions_NOTE.US inverters ship wrthgray lids-*Not compatible with the Power+Solution Shutdown functionality_ Type designation___ _ _ S86.0-ISP-US-40 _ S87 0.1 SP-US-40 -- S137.7-1 SP-US-40 _ POWER+ SOLUTION The SMA Power+ Solution combines legendary SMA inverter performance and intelligent DC module-level electronics in one cost-effective, comprehensive package. This means that you can achieve maximum solar power production for your customers while also ;, SUPERIOR INTEGRATION j realizing significant installation savings. WITH THEPOWER+SOLUTION NEW!Advanced communication interface allows ` for 50%faster setup and commissioning thanks to reduced components and a simplified process. ; Visit wwrw.SMA-America.com for more information. y Speed the completion of customer proposals and maximize the efficiency of your design y team with the Sunny Boy-US series,which provides a new level of flexibility in system design by offering: Hundreds of stringing configurations and multiple independent MPPTs SMA's proprietary OptiTracTm Global Peak shade mitigation technology » Diverse application options including on-and off-grid compatibility : .......... VALUE DRIVEN SALES fNABLEMENT y SMA wants to enable your sales team by arming them with an abundance of feature/ benefit support.Show your customers the value of the Sunny Boy-US series by utilizing: » Secure Power Supply,now with 2,000 W of opportunity power in the event of a grid outage,as an increased value-add or upsell opportunity » SMA's 35 year history and status as the#1 global inverter manufacturer instills homeowners @� {tiewith peace of mind and the long-term security they demand from a PV investment ;• ` f "'fi r1111 An economical solution for shade mitigation and the challenges of complex roofs \ #1 INVERTER 77) .. _____.. BRAND Ensure that your back office business operations run smoothly and succinctly while mitigating potential errors.The Sunny Boy-US series can help achieve cost savings in these areas by providing: dr i rr� 3i - r » An integrated DC disconnect that simplifies equipment stockin and allows for a single 9 P9 9 `--_ inverter part number l; » All communications integrated into the inverter,eliminating the need to order z additional equipment per^ 3 y �T" 7�T . COMMISSIONINGa • IL �` ty Expedite your operations in the field by taking advantage of the new Sunny Boy's ' r� "`�•. ,„ installer-friendly feature set including: - �:�.:�_� » Direct access via smartphone and utilization of SMAS Installation Assistant,which minimizes time/labor spent in the field and speeds the path to commissioning a n Simple commissioning and monitoring setup in a single online portal o New!Advanced communication interface with fewer components allows for 50% V �` Y v faster commissioning LL .•sT _� ASMA understands the factors that contribute to lifetime PV ownership cost,that's why ` the Sunny Boy-US series was designed for maximum reliability and backstopped by an ,.; unmatched service offering. Benefit from: =g 0 E ' » The new Sunny Boy's two-part enclosure concept that separates the connection unit from the power unit,which allows for simple,expedited servicing ILI \ » The#1 service team in the PV industry,as recognized by IMS research,with - ` , m experience servicing an installed base of more than 55 GW a u �+ o a� r LG Life's Good a Better Life I swam LG Ne ,M G 2 ME,M5 I, LG's new module,LG NeONT"'2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires L �PPFUVFD PPUDUCT to enhance power output and reliability.LG NeONTm 2 VC E ^S 60 cell demonstrates LG's efforts to increase customer's values5„ beyond efficiency.It features enhanced warranty,durability, Intertek ,a«rixM performance under real environment,and aesthetic design suitable for roofs Enhanced Performance Warranty ®• High Power Output LG NeONTm 2 has an enhanced performance warranty. Compared with previous models,the LG NeONTI 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 NeONT'"2 modules. Aesthetic Roof ® Outstanding Durability LG NeONT"'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 NeONTI 2 for an additional The product may help Increase the value of 2 years.Additionally,LG NeONm 2 can endure a front a property with Its modern design load up to 6000 Pa,and a rear load up to 5400 Pa , • � • ®� Better Performance on a Sunny Day �-� Double-Sided Cell Structure LG NeONTm 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 coefficlency generation,just like the front,the light beam reflected from 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 on solar energy business as its future growth engine We embarked on a solar energy source research program in 1985,supported by LG Group's rich experience in semi-conductor,LCD,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 NeONTM(previously known as Mono X°NeON)won"Intersolar Award';which proved LG is the leader of innovation in the industry r , LG Ne®N 2 1 I� Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module LG330N1 C-AS Cell Vendor LG Maximum Power(Pmax) 330 Cell Type Monocrystallme/N-type MPP Voltage(Vmpp) 337 Cell Dimensions 161.7x 1617 mm/6 Inches MPP Current(Impp) 98 a of Busbar 12(Multi Wire Busbar) Open Circuit Voltage(Voc) 40.9 Dimensions(L x W x H) 1686 x 1016 x 40 mm Short Circuit Current(Isc) 10.45 66 38 x 40 x 1.57 Inch - Module Efficiency 193 Front Load 6000Pa 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 I P68 with 3 Bypass Diodes "STC(Standard Test Condition)Irradiance 1,000 W/m',Ambient Temperature 25°C,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 200W/m'in relation to 10o0W/m2 is-2 0% Glass High Transmission Tempered Glass Frame Anodized Aluminium Electrical Properties(NOCT*) Certifications and Warranty Module LG330N1 C-A5 Certifications IEC 61215,IEC 61730-1/-2 Maximum Power(Pmax) 243 UL 1703 MPP Voltage(Vmpp) 31.2 IEC 61701(Salt mist corrosion test) MPP Current(Impp) 781 IEC 62716(Ammonia corrosion test) Open Circuit Voltage(Voc) 38.1 ISO 9001 Short Circuit Current(Isc) 841 Module Fire Performance(USA) Type 1 "NOCT(Nominal Operating Cell Temperature)Irradlance 800W/m',ambient temperature 20°C,wind speed tm/s Fire Rating(CANADA) Class C(ULC/ORD C1703) Product Warranty 12 years Output Warranty of Pmax Linear warranty** Dimensions(mm/in) "1)1 st year 98%,2)After 2nd year 0 55%annual degradation,3)25 years 84 8% ava� Temperature Characteristics NOCT 45.t 3°C Pmpp -0.37%/°C Voc -0.27%/°C oiaaaoa Isc 0 03%/"Cp 40 W1 6 ,d TF Characteristic Curves aa,.;,�,� rt.iWl9idn 1000W 8 — 800W U 6 600W —— _ AWll 400W4200W 2 Voltage N) _ l ij 0 5 10 15 20 75 30 35 40 I ') 140---------------------------------------------------- ----------------------- E' 120 E Isc p 100 7 —^ 80. ...._ Vac ._ _._ __._ __ ______ _____ _ _ p�._ 60 9 20 Temperature IT) a0 2s 90 North America Solar Business Team Product specifications are subject to change without notice LG LG Electronics U S A Inc 9II �; Life's Goad 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 '�r' Copyright©2017 LG Electronics All rights reserved Innovation for a Better Life Contact Ig solart7a Ige com 01/01/2017 �' www igsolarusa.com