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HomeMy WebLinkAbout44624-Z , �gUFFOc�c© Town of Southold 9/5/2020 4� P.O.Box 1179 0 y 53095 Main Rd oy�o� �aOrl� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41414 Date: 9/5/2020 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 85 Lake Ct, Southold SCTM#: 473889 Sec/Block/Lot: 59.-5-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2020 pursuant to which Building Permit No. 44624 dated 1/27/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on existing sin leg_family dwelling as applied for. The certificate is issued to Spiller, Stephen&Urman,Rhoda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44624 8/3/2020 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE oy. • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44624 Date: 1/27/2020 Permission is hereby granted to: Spiller, Stephen 4427 Purves St Apt 11A Long Island City, NY 11101 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 85 Lake Ct, Southold SCTM #473889 Sec/Block/Lot# 59.-5-8.3 Pursuant to application dated 1/16/2020 and approved by the Building Inspector. To expire on 7/28/2021. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �05 L7`" 01 mr:1-1— 9 House No. Street Hamlet Owner or Owners of Property: 5T9PWM SPI �— Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. &L9-q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic ignature /ILUILULU 1mgU/1/zUzU_UU04pg l;lJ'1V 5r,1V Y •1(1 llv jYr.l11VlV {Mghe undersigned, do(es)hereby state: l That the u luc Si' 1ic(t�iS)�aiGJ fTiG i►vJ�ici�SJ ui is eifit5e� iii%uc i vwii u� Southold, located at S C o a which is shown and designated on the Suffolk County Tax Map as District I bOO, That the uridersginu (ilai)(L-lave) lited, or cause to be filed, au a i-1cation lii i ie Southold Town Building inspector's Office for the following: r,k k7 - .-'so.r., �7 !..t.,l S i+.>. �i+rte r+c.+ r.+ �F's.o °i.3e..g F +0 -i ri. .11 al he unde.-Gigne`d u00(w�ii���vy gave consent o the Bmlldaiig 1nSYe%Lv?5 iYi I'Ll Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid applicatim, including in.=,pectio`°.n:to det--rm. ine that--aid;;ren:- e8 comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and"understanding that any information obtained in the conduct ofsuch inspections may be used in seabsem,ent prosecutions for violations of the la-.Tis' ordinances,r;1Qs nr regulations of the Town of Southold. <�IIA ^ hated- /! ignatu (Print Nam ) (,Qmnaturv) `1e1111L NarncJ D JUL z 7 2020 BUILDING DEPT. h++nc-/ImaJ�nn�lo'rnm/moiUi//1/fknhnv/(lnrr 14.Irnn�Rhnn\Ahedlvll+C7n/lcRAllmnRnvnL.(_`9nmor+nr-9 R mncc�nnDohlll=ll 1 1 Po Or- soV Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.d, Box 1171 sean.devlinCa)-town.southold.n us Southold,NY 11971-0959 sc° ® a® y• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Spiller Address: 85 Lake Ct city,Southold st: NY zip: 11971 Budding Permit* 44624 Section- 59 Block: 5 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunrun Installation Serv. License No: 33878ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment 7.830kW Roof Mounted PV Solar Energy System w/ (27)REC290TP2BLK Modules, 40A AC Disconnect Notes* Solar Inspector Signature: f _ cam- I r Date: August 3, 2020 S.Devlin-Cert Electrical Compliance Form xis Ll DE SOUTyo� Ll ! g .� Aw e, G * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &=CHIMNEY A ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) so�K [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR -� ze g structural D 1NC20V7 August 10, 2020 ENGINEERSSEP1 22020D Sunrun Inc. 133 Technology Dr,Suite 100 ®B � C"��-6. Z' Irvine, CA, 92618 Subject: Structural Certification for Installation of Solar Panels Job Number: 20-00381 Client: Stephen Spiller-211R-085SPIL Address: 85 Lake CT,Southold, NY 11971 Post Installation Date: 07/11/2020 Permit Number:44624 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 IBC/IRC/IEBC w/2017 NYSUCS,ASCE 7-10, and NDS-15. Ifyou have any questions on the above,do not hesitate to call. Sincerely,, F NS Paul Zacher,S.E. �Q�J K. Z.4 yyO,p C C-) !, 2 T� �d \ Z 0 1365P SSIO 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 I -DATE COMMENTS FOUNDATION (IST) 4.5 ' H FOUNDATION (2ND) C z - o H ROUGH FRAMING& PLUMBING y a 1 r INSULATION PER N.Y. y STATE ENERGY CODE FINAL AD ITIONAL COMMENTS 0 z m o z � x d BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD Do you have or need the following,before applying? BUILDING DEPARTMENT Board of Health TOWNHALL 4 sets of Building Plans SOUTHOLD,NY 11971 Planning Board approval. TEL: (631)765-1802Sury FAX: (631) 765-9502 Check Southolffown.NorthFork.net PERMIT NO. Septic Forrq------� N.Y.S.D.E.C. Trustees----� C.O.Application----� Smgie;&�Separate Examined 20_f—\U storm-Water Assessment Form� Contact: 15 Charlotte Avenue. Approved I 20_LD i Hicksville, NY 11801 Disapproved a/ (631)827-5675 .�'Sunrun 1 (631)-304-9901 —71onA LIPermits@sunrun.com Expiration —Ito r--1, i �f Buil 9 s or ON FOR BUILDING PERMIT -- PLICATION JAN 1 6 2020 Date PMJ 20 INSTRUCTIONS d in by typewriter or in ink, and submitted to the Building inspector with 4 a.-This application MUST be completely filled sets of plans,accurate plot plan to scale.Fee according to schedule. g premises or public streets or b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining et areas,and waterways.' lication may not be commenced tissue ic.The work covered by this app on,the Building inspectorwill a Building Permit to,the applicant. Such a permit d.Upon approval of this application, shall be kept on the premises available for inspection throughout the work. iile,-No building-.shall.1�.6:Ptbcjjpj�4 qr,,ijse0.in whole or in,part for any purpose.-what so ever until the Building Inspector . upancy.,-; giiies zed has�, c6Tji(nenc6d-`*i 12 months after the date of ithori the--W-6-rk-,ai -1 rmit-shdf 4" h gulations affecting the -f-'Ever p eoot , pge.j,,,, i&hrma IAf0Aoftepetforan th hj has b 'i f t e extens h rmiinterim,mthe "� i t1i&Bdildingjnspectoy aq jssuancp,or,- prop6 hAve,bben:enacted hall,�e require'd. addition six months.Thereafter,a new pefmit,s' , APPLICATION IS HEREBY MADE I t I o the Building Department for the is -&tuilding Permit pursuant to the other applicable Laws,Ordinces or Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and an al or demolition as herein aana eRegulations,for the construction of buildings,additi6n'si,or alterationsorcoderegultionso admit applicant agrees to comply with all applicable laws,ordinances,building code,housing authorized inspectors on premises and in building for necessary inspections. (Si of appl* t o name,if a corporation) (Mailing address of a p icant) rician,plumber or builder architect, engineer gen�qpj:-�na�, �ectr�( State whether applicant is owner,lessee, agent, premises 9-TI e Name of owner of (As on the tax roll-dr-Adesf d' �d)l- If applicant is a corporation, signature of duly authorized officer ND Ar (Name and?[itle o---- f corporate officer) Builders License No Plumbers License No. Electricians License No. Other Trade's License No. 0or work pro o will be done-: . p f I Lnd on which 1. Locatiow-�jl C t7jj� ,,-yA0r Hamlet ." House NumberStreet Lot County Tax Map No. 1000 Section_----:::��� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an�and,,intended use And occupancy of proposed construction: a. Existing use and occupancy =/Ge�l� b. Intended use and occupancy 1ANCAf I"kVD 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth VHeight ' _ ' i Number of Stories 4•�i�' i V'Is� 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 b emoved from mise ? S NO a��P� �4 L.t c1 N IIIDI 14.Names of Owner of premis l`JP)L6ff—, �idres86 t�k one L �' Name of ArchitectRA6, Addres 110 a9 Name of Contractof5mftom I A45rrA1kASVM Addressone o. 15 a. Is this property within 100 feet of a tidal wetland or a freshwaters rand?*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS_ AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF-YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. T7:,If elevation;at any point.on,property is at 10 feet or below,must provide topographical data on survey. ,. 48' Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S. j'•,.• I'^ ;•w;.t`- , len,,We . ,. `,Y' ':,,.• e;.r��� . z ft l 5'.� fir'+ — COTY OF " "being'duly swor'ii;deposes indlsays that(s)he is the applicant (Name of individual signing contract) )aabove named, /He is the (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 knowl'edgej and pelic ;.and that the work will be performed in the manner set forth in the application focrewith. Sworn to ore me this - r ,� ��' 00, y - SotIFe�0,,4 `1. r✓` 1 y` `tti --No P 1'cvj;•'.00? i0NEW(�� lunnu�� � BUILDING DEPARTMENT- Electric GVR TOWN OF SOUTHOLD i?g C= Town Hall Annex - 54375 Main Road V 139� � 2020 Southold, New York 11971-0959 959 Telephone (631) 765-1802 - FAX (631) 722 DEPT. rogerr(5_ )southoldtownny.gov - seandCZD_sout APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFRRMATION (All Information Required) Date: Company Name: S, Name: License No.: A E email: Address:, P5- (-�ha4o AJ14 Phone No.: JOB SITE INFORMATION (All Information Required) qJ Name: 'Address: Cross Street: 4-CL& L-e— - Phone No.: .p, I Bldg.Permit#: %4?c� q email: Tax Map District: 1000 Section:0_69 AOIL? Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?* 6E �NO Rough In7na I Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: -A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead 1# Underground Laterals 1 2 H Frame Pole, Work done on Service? Y N Additional Information: PAYMENT-DUE WITH-APPLICATION Request for Inspection Form.As I1 •o Town Hall Annex Tdepbone(631)765-1802 54375 Main Road P.O.Box 1179 • roUeCllClle `MINIM- is Southold,NX 119714959 BURDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: company Name: Name: - - Ucense No.: Ldress: I I I JOBSITE INFORMATION: ( Indicates required fnfonnatlon) *Name: *Address: *Cross Street: *Phone No.: Z } Permit No.. - "- i Tax-Map District: 00-7 &cion: Btodc• - Rot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) !- Ju�__t—A A 004A-- -4- A - (Please Circle All T Apply) *Is job ready for inspection: YES/ NO Rough in Final *Do•you-need a Temp Certificate: YES! NO Temp Information(If.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Ac, J lscon(I� g i i APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 f -�-- oosk CHAPTER 236 NAME'SI/� h V_ Stormwater Management Control Plan C ECK LIST section Block Lor S M C P -Plan Requirements: Provide ONE copy of the Building P rmit Application• Date: _ * The applicant must provide a Complete Explanation and/or Rea n for not providing • °� � all Information that has been Required by the following Checklistl y `•V l A Site Plan drawn to scale Not Less that 60' to inch MUST If You answered No or NA to any Item, Please Provide J4•tificatton Herel chow all of the following, items: YES NO NA If you need additional room for ex lanati ns Please Prov e a p p additional Paper. a. Location & Description of Property Boundaries• � , b 1 otal Site Acreage. I I ` C Exiting - NaturaI & Man Made'Features wit in 500 of [lie Site Boundary as required by§236-17(C)( ). 0 d. Teat Hole Data Indicating Soil Characteristics&Depth t Ground Water. e. Limits of Clearing& Area of Proposed Land Visturbance. f Existing & Proposed Contours of,the Site (Minifnurn 2 Intervals) [� g Location of all existing & proposed structure roads, l I driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I I. Location of proposed Swimming Pool and discharge ring, 0 I. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging A ea(s). I. Location of proposed concrete washout area( i M.`Cocatlot)of all proposed erosion&sediment control me ures. O 2. Stormwater Management Control Plan must include Calculations showing T +I that'die slormwater improvements are sized to capture,stone,and infiltrate on-bile the run-off from all impervious surfaces generated ¢y a two(2')Inch 0 l rainfall/dorm event 3 Detaila 8 Sectional Drawings for-stormwater'practicea are req fired for approval. Items-requiring details shall include but not be limited to; I � a. Erosion & Sediment Controls. b Gonst,ruction Entrance.,& Site Access. r c. hilet Drainage S(rudiui'es (e.g.catch basins,trent i drains,etc.) DO d. LreaCh`IiiQ SII'UCtul'eS(e Q. infiltration basins,swale,etc.) 1a1,;1�t'�I�!1'lY1L'.NIi` (JS1� ONLY L1a.Y: - ___-. _._ ... .-.-..-....._...- .. .. ... .. _....: ..= .....'_ .... ..... .... .. - I l Additional Information is Required. Reviewed &; na ement Control Plan is of Complete. Approved 13y El Stormwater Ma _ g P ® Stormwater Management CI ntrol Plan is omplete, Date SMCP has been approved by, the Engineei 'ng Department, I , FOR(vI v SwCP Check List -TOS MAY 2014 r Scott A. Russell 03 sUFFQ 55T0)KIM[WAk']FIE)R, SUPERVISOR 01v][As.NAGIEMIF,NT SOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 �r7WYl of South6l L 't CHAPTER 236 - STORIMWATER MANAGEMENYWORK SHEET ( TO BE COMPLETED BY THE APPLICANT) - - -- IJGJES THIS PROJECT INVOLVE ANY •Qi i ',FOLLOWING: Yes No (CHECK ALL THAT APPLY) _ _A. Clearing,Clearing, grubbing, grading or stripping of 1'and-,which affects more than 5,000 square feet of ground surface': : ❑ B. Excavation or filling involving more than 200 cubic yards of material - �/ within any parcel or any contiguous area. ElL.y C. Site preparation on slopes which exceed 10:feet vertical rise to 100 feet of horizontal distance. ❑[/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal / erosion hazard area. E] 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. y If you answered NO to all of the questions above, STOP! Complete the Applicant section below with 'your Name, Signatur."ontact-Infoxmation,-Date-&-County-Tax-Map-Number!Chapter 23"oes-not_apply-toyouu�ro}ect, r 4 If you answered YES to one or more of the above,please submit Two copies of a Stormwater ManagemendControl Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner, tgn Professional,Agent,Contractor,Other) S.C.T.M. �`: 1000 Date - G � 5' c � �. 4 NAME: S 4!1 1 MO M,t Section Block Lot ,_C}(t 1.J._.LJ t. LEP.•', �'.l,t:�l"F US_0 Contact Information: Reviewed By: Date: Property Address s//)Location of Construction Work: — — — — — — — — — — — — — — — — — L�J '� ❑ : : Approved for procesatng Building Permit Stormwater Management Control Plan ljot Required V ❑ Slormwater Management Control Plan ta,Requ'ired (Forward to Engineering Depai tment,tor Review) FORM SMC P - TOS MAY 2014 'Q —"y �X.. 4 M�' gn N • T NO M—ftM 6P. Ij, • ki, Suffolk County Department of Labor F, 'A ,.;�)'� l Licensing & ConsumerAffairs VETERANS MEMORIAL HIGHWAY UGE NEW YORK 11788 HAUppARf� W�" DATE ISSUED: 10/1/2003 No. 33878-ME SUFFOLK COUNTY X Master Electrician License N This is to certi ; fy that SAMY A MOUNAS doing business as SUNRUN INSTALLATION SERVICES INC Navin given satis factory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance 11'EV" with and subject to the provisions of applicable laws,rules and regulations of cilli "RU the County of Suffolk,State of New York. A Additional Businesses 4111�' NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT .... ....... '1 CONSUMER AFFAIRS 2 ID CARD ":z- Z' ActingCo1c 1 mmissioner 14 0'T -KFZM'-Z= -2L '1�� YORK 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 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"1a" 4375 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 tamer's authorized representative or NYS Licensed Insurance Agent ofthat 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"41b"of Part 1 has been checked State of New York Workers'Compensation Board - - - - According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Signature ofNYS 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-920.1. Insurance brokers are NOT authorized to issue this form. D13-120.1(9-15) APPROVED AS DOTED r� DATE: B.P.# of FEE: BY: NOTIFY BUILDING DEPART NT AT 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING,INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -.FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �TH9 S RD SOUTHULU I UVV STEES �►i u n nen OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY structural January 14,2020 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:20-00381 Client:Stephen Spiller-211R-085SPIL Address:85 Lake CT,Southold,NY 11971 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: ® Membrane Roof over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 9 degree and have a maximum projected horizontal span of 20 ft 4 in between load bearing supports. ® Membrane Roof over Roof Plywood is supported by 2x8 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 9 degree and have a maximum projected horizontal span of 11 ft 7 in between load bearing supports. Design Criteria: o Applicable Codes=2015 IBC/IRC/IEBC w/2017 NYSUCS,ASCE 7-10,and NDS-15 o Ground Snow Load=20 psf;Roof Snow Load=20 psf ARRAY 1;20 psf ARRAY 2 o Roof Dead Load=9.1 psf ARRAY 1;9.1 psf ARRAY 2 ® Basic Wind Speed=135 mph Exposure Category C As a result of the completed field observation and design checks: o 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 IBC/IRC/IEBC w/2017 NYSUCS. If you have any questions on the above,do not hesitate to call. Sincerely, Paul Zacher,S.E. OF NEt�, r- cc pA 0'g;3�r�;�" ems 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 `,.J www.pzSe.com ��•;r'�:i�r�� F .. t�f,i '.�?^�„Jli`,:,t'.'-i't`s-.!"-fr Str'llCtU� c'�I January 14,2020 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 20-00381 :Stephen Spiller-21111-085SPIL The following calculations are for the structural engineering design of the photovoltaic panels located at 85 Lake CT,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, Sincerely, U Paul Zacher,S.E. l3 r° R�FES IoNP�s 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I In1E;grity I Empowerr ej> t Project: Stephen Spiller--Job#:20-00381 Dafe: 1/14%2020 Engineer: PZSE Gravity Loading Roof Snow Load Calculations, - - pg=Ground Snow Load= 20 psf CQ=Exposure Factor= 0.9 (ASCE7-Table 7-2) C,=Thermal Factor= 1.1 (ASCE7-Table 7-3) 1=Importance Factor= 1 pf=0.7 CQ q I pg 14 psf (ASCE7-Eq 7-1) where P,:5 20 psf,Pf min=I x pg= 20 psf 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= 20 psf ps=Cspf (ASCE7-Eq 7-2) Cs=Slope Factor= 1.000 ARRAY 1 Cs=Slope Factor= 1.000 ARRAY Ps=Sloped Roof Snow Load= 20.0 psf ARRAY 1 Ps =Sloped Roof Snow Load= 20.0 psf ARRAY 2 PV Dead Load=3 psf(Per Sunrun Inc.) Roof Live Load= moo psf ARRAY 1 Roof Live Load= 20.00 psf ARRAY 2 Note:Roof live load is removed in area's covered by PV array. Roof Dead Load ARRAY 1 Membrane Roof 1.40 Roof Plywood 1.50 2x10 Rafters @ 16"o.c. 1.90 Vaulted Ceiling 4.00 Ceiling Vaulted Miscellaneous 0.20 Total Roof DL ARRAY 1 9.0 psf DL Adjusted to 9 Degree Slope 9.1 psf Roof Dead Load ARRAY 2 Membrane Roof 1.40 Roof Plywood 1.50 2x8 Rafters @ 16"o.c. 1.49 Vaulted Ceiling 4.00 Ceiling Vaulted Miscellaneous 0.61 Total Roof DL ARRAY 2 9.0 psf DL Adjusted to 9 Degree Slope 9.1 psf 2 of 6 Project: Stephen Spiller--Job#;20-00381 Date: 1/14/2020 Engineer: PZSE� Wind Calculations Per ASCE 7-10 Components and Cladding Wind Speed 135 mph Exposure Category C Roof Shape Gable Roof Slope 9 degrees Mean Roof Height 22 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 Wind Pressure Calculations_ Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.916 (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= 11 (Table 1.5-1) qh= 36.3 psf 0.6*qh= 21.80 Standoff llplifk Calcula4ions`" - ---_ . , -" Zone 1 Zone 2 Zone 3 Positive GCp= -0.90 -1.69 -2.59 0.50 Uplift Pressure= -19.59 psf -36.94 psf -56.54 psf 16.00 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 4.00 4.00 Longitudinal Length= 2.73 2.73 2.73 Attachment Tributary Area= 10.92 10.92 10.92 Attachment Uplift= -194.00 -384.00 -598.00 Lag Screi-UpliftCapacityCheck " _ _ " i Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 2051b (NDS Eq 12.2-1) Allowable Withdraw Capacity= 8201b (NbS Eq 11.3-1) 820 lb capacity>598 Ib demand Therefore,O_ K Lag Screw Shear Capacij: Check -` Embedment Depth Reduction Factor 1 Lateral Force from Gravity Loads= 401b Attachment Lateral Capacity= 2881b (NDS Table 12K) 288 Ib capacity>40 Ib demand Therefore,OK 3 of 6 Project: Stephen Spiller-_Job#:20-00381 Date: 1/14/2020 Engineer: PZSE Framing Check ARRAY I PASS Dead Load 9.1 psf w=43 plf PV Load 3.0 psf Snow Load 20.0 psf Member Span=20'-4" V Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 32.1 psf MemberProperties Member Size S(inA3) 1(in A4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 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 1.1 x 1.15 Allowed Bending Stress=1272.9 psi Maximum Moment = (wLA2)/8 = 2211.93 ft# = 26543.1 in# Actual Bending Stress=(Maximum Moment)/S =1240.9 psi Allowed>Actual--97.5%Stressed -- Therefore,OK Check Deflection - Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 1.355 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/,(384*E*I) = 1.189 in = L/206 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 1.016 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*1) 0.741 in L/330 < L/240 Therefore OK -- Check Shear Member Area= 13.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 435 Ib Allowed>Actual--23.3%Stressed -- Therefore,OK 4 of 6 Project: Stephen Spiller--Job#:20-00381 Date: 1/14/2020 Engineer: PZSE Framing Check ARRAY 2 PASS Dead Load 9.1 psf w=43 Of PV Load 3.0 psf Snow Load 20.0 psf2x8 ft rs�@ 16'o.c:_ W Member Span=11'-7" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 32.1 psf MemberProperties: g.. _ _ r,x__ __ Member Size S 003) I(in^4) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c, Check Bending Stress. Fb(psi)= fb 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 = (wL^2)/8 = 717.829 ft# -'8613.95 in# Actual Bending Stress=(Maximum Moment)/S =655.6 psi Allowed>Actual--47.3%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/180 (E=1400000 psi Per NDS) = 0.772 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.260 in = L/535 < L/180 Therefore OK Allowed Deflection(Live Load) = L/240 0.579 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.162 in L/859 < L/240 Therefore OK Check Shea_r • -; Member Area= 10.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear =•Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 248 Ib Allowed>Actual--16.9%Stressed -- Therefore,OK 5 of 6 1 � Project: Stephen Spiller--Job M 20-00381 Date: 1/14/2020 Engineer. PZSE Lateral Check.2025 1E0C ~ Existing Weight of Effected Building Level Area Weight(psf) Weight(Ib) Roof 1050 sf 9.1 psf 9555 Ib Ceiling 1050 sf 6.0 psf 6300 Ib Vinyl Siding 953 sf 2.0 psf 1907 Ib (14.75'Wail Height Int.Walls 477 sf 6.0 psf 2860 Ib Existing Weight of Effected Building 20622 Ib - - - - - -- - -- - Proposed Weight of PV System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 479 sf Approximate Total Weight of PV System 1437 Ib 10%Comparison - 10%of Existing Building Weight(Allowed) 2062 Ib Approximate Weight of PV System(Actual) 1437 Ib Percent Increase 7.0% 2062 Ib>1437 Ib,Therefore OK Per IEBC 402.4&403.4,ASCE 7-1011b.4 the increase in the lateral demand/capacity ratio of the existing structure due to the installation of the PV system is less than 10%.Therefore,the existing structure may remain unaltered. 6of6 i SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS o SYSTEM SIZE:783OW DC,76BOW AC UPAGE# DESCRIPTION- MODULES:(27)REC SOLAR REC29OTP2 ELK o ALL WORK SHALL COMPLY WITH NEC 2014,IBC 2015,MUNICIPAL CODE,AND SE SERVICE ENTRANCE SOLAR MODULES COVER]SHEETo INVERTERIS): ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS (1)DELTA ELECTRONICS MB-TL-US o PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014. SITE PLANo RACKING:SNAPNRACK SERIES UR40,ULTRA RAIL FLUSH o ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014. MP MAIN PANEL LAYOUTSTANDOFF,8-1/2 IN SEE UR40-PEN-D10 a PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLYGROUNDED IN THE INVERTER ELECTRICAL o RAPID SHUTDOWN:(3)DELTA ELECTRONICS RSS ° MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 SP SUB-PANEL SNR MOUNT PV-5,0 SIGNAGE - GP100012103,1 1 RAPID SHUTDOWN DEVICE o INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703, SNR MOUNT&SKIRT m SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE 1,OR TYPE 11 MODULES, PV LOAD CENTER MODULES,ARE CLASS A FIRE RATED CHIMNEY a RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1) SM SUNRUN METER ATTIC VENT a CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). ® ARRAY OC CONDUCTORS ARE SIZED FOR DERATED CURRENT. FLUSH ATTIC VENT 0 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. PM DEDICATED PV METER FOR STRUCTURAL 15 17 AMPS DERATED SHORT CIRCUIT CURRENT[690.8(a)&690.8(b)j. o PVC PIPE VENT ONLY o PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(8)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INV INVERTER(S) ® METAL PIPE VENT ,OF NFwIy LIMITED TO 80 VOLTS WITHIN 30 SECONDS OF A RAPID SHUTDOWN INITIATION T-VENT K ZACy p EAC DISCONNECT(S) o F SATELLITE DISH P i � u FoQ DC DISCONNECT(S) [] FIRE SETBACKS 'moo P�136� � RNP� COMBINER BOX HARDSCAPE 0- 13 INTERIOR EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED - SCALE'NTS ���777 AC A TERNATING CURRENT s u n r u n AFCI ARC FAULT CIRCUIT INTERRUPTER VOCINITY MAP AZIM AZIMUTH COMP COMPOSITION a DC DIRECT CURRENT 54139-ME (E) EXISTING EXT EXTERIOR uG,entoi'ien`/�wcxsVlu.e rrr„', - FIRM FRAMINGessa°sse B' INT INTERIOR CUSTOMER RESIDENCE LEW LOAD BEARING WALL STEPHEN SPIELER MAG MAGNETIC 85 LAKE CT,SOUTHOLD,NY, MSP MAIN SERVICE PANEL (N) NEW 11971 CS NOT TO SCALE TEL.(212)675-1692 PRE-FAB PRE-FABRICATED CENTER APN#•1000-059-00-05-00-608-003 PR PSF POUNDS PER SQUARE FOOT PROJECT NUMBER C PV PHOTOVOLTAIC 211R-085SPIL TL TRANSFORMERLESS TYP TYPICAL DESIGNER (415)580.6920 ex3 " V VOLTS NOAH FOX W WATTS REV NAMESHEET L COMMENTS DATE COVER SHEET 'T""0 - REV A 1114/2020 PAGE PV-1.0 i t i i SITE PLAN-SCALE=1/8" SITE PLAN DETAIL-SCALE=3/128"=1'0" ARRAY TRUE MAGPV AREA ® PITCH AZIM AZIM (SQFT) AR-01 9° 119° 131° 233.7 AR-02 9° 119° 131°� 251.6 I (N)(2)DELTA 1.1 RAPID SHUTDOWN DISCONNECT FIRE SETBACKS (E)RESIDENCE (18"TYP) - a P4 (N)ARRAY AR-02 a � i (N)(1)DELTA 1.1 RAPID SHUTDOWN DISCONNECT g (N)ARRAY AR-01 SM INV �/rFcr ,� a t FIRE SETBACKS (1e TYP) L_M)n sunrun i 54139-ME i is GVARLOTTEAVE,wCKSVILLE NY neat FHOfi 5.M2 0.81B] FaXe0.i]BgRO]3 CUSTOMER RESIDENCE FOR STRUCTURAL STEPHEN SPILLER i ONLY 85 LAKE CT,SOUTHOLD,NY, 11971 OF Ne {( Zq O TEL.(212)675-1692 g �� CyFP�� APN#1000-059-00-05-00-008-003 ° PROJECT NUMBER 211R-085SPIL DESIGNER (415)580-8920 ex3 136��P NOAH FOX OFESSION SHEET SITE PLAN i REV A 1%14/2020 PAGE PV-2.0 t ROOF TYPE MOUNTING DETAIL ROOF ROOF FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. HEIGHT EXPOSURE MATERIAL FRAME TYPE SPAN SPACING ZONE SPACING OVERHANG DESIGN!CRITERIA AR-01 FLAT,MEMBRANE[FLUSH ULTRA RAIL FLUSH STANDOFF,8-1/2 IN SEE MODULES: MOUNTI[1HBI-UR UR40-PEN-D10. 3 STORY VAULTED WOOD 2X10 RAFTERS 20'-0" 16" 3'-0" 4'-0" 1'_g" REC SOLAR REC290i P2 BLK AR-02 FLAT,ROLLED COMP ULTRA RAIL FLUSH STANDOFF,8-1/2 IN SEE MODULE DIMS: [FLUSH MOUNTI[1 HBI-UR UR40-PEN-D10 2 STORY VAULTED WOOD 2X8 RAFTERS 111-101, 16" 3'-0" 4'-0" V-9" 65.94"x—3925-x 149"I(38mm) D1-AR-01-SCALE:3116"=1'-0" MODULE CLAMPS PITCH:9° D2-AR-02-SCALE:3N 6"=1'-0" Portrait—82 -16V' " ALM:119° PITCH:9° Landscape 0"-9.75" AZIM:119° MAX DISTRIBUTED LOAD:3 PSF SNOW LOAD:20 PSF WIND SPEED: 1._61, 135 MPH 3-SEC GUST. S.S.LAG SCREWS: I 5/16"x4.0".2.5"MIN EMBEDMENT 3-2 —} INSTALLERS TO VERIFY RAFTER SIZE,SPACING AND SLOPED 3.�.. SPANS,AND NOTIFY E.0 R OF _ ANY DISCREPANCIES BEFORE -� - -d- PROCEEDING. -G- F3 — a- — O i PENETRATION SPACING: -G_ STAGGERED ROW SPACING: 4'T.p_Q-G- 11' 0 75"BETWEEN ROWS G =4'TYP Q— —0-G COLUMN SPACING: , 0.75'BETWEEN COLUMNS -G O- — - -®- --G -0 22'-1" 6'-7" O Li 27'-8" -G 0 6'-7" f sournrun -G 54139-ME G —0— - O—0- a mre wcKshue rvne2 0— —0—G FAX84266=2 -a G-- — -- - 1, CUSTOMER RESIDENCE I —} STEPHEN SPILLER i {-4'-8"— 13'-3.. 85 LAKE CT,SOUTHOLD,NY, 11971 TEL(212)675-1692 APN#1000-059-00-05-00-008-003 T-10" ..OF NEGy PROJECT NUMBER. K Z.1 r0 211R-085SPIL +--- c" yF� a DESIGNER (415)580-6920 ex3 r NOAH FOX -QAp-136�D d SHEET _ ROFESSIONP\ �YOUT1 LSEESITE PLAN FOR NORTH ARROW REV A 1!/14/2020 PAGE PV-3.0 i 120/240 VAC f SINGLE PHASE SERVICE O METER# PSEGLI99445071 UTILITY ACCOUNT#.9635528602 GRID 1 EXISTING / 200A MAIN BREAKER (3)DELTA RSS 11 r RAPIDSHUTDDWN DEVICES, PV MODULES EXISTING NEMA4X,60ov 1 REC SOLAR REC290TP2 BLK (13)MODULES MAIN (N)LOCKABLE (N)SUN RUN DELTA ELECTRONICS I� (Ij/ (1)STRING OF(13)MODULES BLADE TYPE CENTRON 4G M8-TL-US LTJ r FACILITY PANEL AC DISCONNECT LOADS METER 7680 WATT INVERTER JUNCTION BOX PV MODULES 4 4 4 OR EQUIVALENT 2 1REC SOLAR/ REC290TP2 BLK (6)MODULES (1)STRING OF(6)MODULES 40A PV �arnn oum SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT E OPPOSITE END 3R,.60A,2P 125A CONTINUOUS& L— BREAKER D WITH AFCI,RAPID SHUTDOWN 1 PV MODULES ; 0A,2 240V METER COMPLIANT REC SOLAR*REC290TP2 BLK 200A,FORM 2S OF BUSBAR 120l240VAC // (8)MODULES (1)STRING OF(8)MODULES i I MPVCOR LE NOTES TO INSTALLER: IT CONDUCTOR NEUTRAL GROUND ° 504 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. (2)10 AWG PV WIRE o ADD 40 AMP PV BREAKER TO MAIN PANEL NONE (1)6 AWG BARE COPPER o CONNECT THE RAPID SHUTDOWN PER MANUFACTURER SPECIFICATION. QUIV. (6)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER EQUIV. (6)10AWGTHHN/THWN-2 NONE (1)10 AWG THHN/i HWN-2u n rQUIV. (2)8 AWG THHN1fHWN-2 (1)10 AWG THHNfiHWN-2 (1)8 AWG THHN/THWN-2 i 54139-ME is ova�orrenve,wcKsviue nv i�wi n�oHe eoxsao.saer I FAl(865�642011 � CUSTOMER RESIDENCE STEPHEN SPILLER I 85 LAKE CT,SOUTHOLD,NY, MODULE CHARACTERISTICS 11971 REC SOLAR REC290TP2 BLK: 290 W TELL 675&-1692 OPEN CIRCUIT VOLTAGE 38 8 V MAX POWER VOLTAGE- 32.1 V APN# 1000-059-00-05-00-008-003 SHORT CIRCUIT CURRENT 9 71 A PROJECT NUMBER 211R-085SPIL SYSTEM CHARACTERISTICS•INVERTER 1 LA (415)560-6920 ex3 SYSTEM SIZE- 7830 W SYSTEM OPEN CIRCUIT VOLTAGE 568 V j SYSTEM OPERATING VOLTAGE' 417 V RICAL MAX ALLOWABLE DC VOLTAGE: 600 V SYSTEM OPERATING CURRENT: 27.15A SYSTEM SHORT CIRCUIT CURRENT: 36 41 A 0�.0 I INVERTERI I i I 7 e NOTES AND SPECIFICATIONS ' l,;.`1�'°'y_,�! �_ - ® ® ® 1 •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTS.ICLE •• 7••• -7.15 .• 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION RTI L ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARD s ■■ �" IF REQUESTED BY THE LOCAL AHJ. •• 417 •" (a •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED .'"1^ "` • '� r(1 566 q - - - WORDS,COLORS AND SYMBOLS. TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDED a• 36 41 ,. / , ,® •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE METHOD AND SHALL NOT BE HAND WRITTEN. LABEL LOCATION LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED uT1LITY SERVICE ENTRANCEIMETER,INVERTER/DC INVOLVED, INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITHANSI 2535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)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 890 53,NEC 2011 690 53 I PER CODE(S)CEC 2018.69012,NEC 2014 690.12, •DO NOT COVER EXISTING MANUFACTURER LABELS, COMBINER PANEL OF APPLICABLE). ENCLOSURE OF APPLICABLE), NEC 890,56,IFC 2012 605.111 PER CODE(S)CEC 2018'690 17(E),NEC PER CODE(S)'CEC 2016 690 5(C),NEC 2014 690.17(E),NEC 2011 890.17(4) 2014 690,5(C),NEC2011 6905(C) ity ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC 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 CODE(S)-CEC 2016 690 35(F),NEC SERVICE PANEL 2014 690.35(F),NEC 2011 690,35(F) PER CODE(S)CEC 2018 705.12 1 ID)(3), NEC 2014 705 12 (D)(3),NEC 2011: 70512(D)(4) 'IQ!QWA+�(�E ( i �166fA N@6rRG INVERTER OUTPUT CONNECTIONI PHOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENT DEVICE DO NOT ADD LOADS I LABEL LOCATION LABEL LOCATION ADJACENTPPLICATO PV BREAKER OF PHOTOVOLTAIC AC COMBINER OF BUILDING SUPPLIED BY UTILITY s�n r�n APPLICABLE). PER 705.12 CODE(S)-b),NECCEC 6 PERCODE(S)CENEC2 GRID AND PHOTOVOLTAIC ()(2)(3)(b),NEC 2014 705.12(D)(2)(3)(c),NEC 2014: SYSTEM 705.12(D)(2)(3)(b),NEC 2011 705 12(D)(7) 705.12(D)(2)(3)(c),NEC 2011.70512(D)(4) 54139-ME 1 - ■ ® ® ® is ouaLorre ave,wcxsvnLe rr�i�eoi Rw+E wxxa•aei h �Ny LABEL LOCATION CUSTOMER RESIDENCE FNTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, ® STEPHEN SPILLER I AT EACH TURN,ABOVE AND BELOW PENETRATIONS, 85 LAKE CT,SOUTHOLD,NY, ON EVERY JS/PULL BOX CONTAINING DC CIRCUITS. O 11971 PER CODE(S)CEC 2016 690.31(G)(3),690.31(G)(4),NEC 2014 690.31(G)(3).690 31(G)(4).NEC 2011.69031(E)(3), 690.31(E)(4),IFC 2012 605 11.1.4 TEL.(212)675-1692 PV SYSTEM APN#1000-059-00-05-00-008-003 O DISCONNECT • • • • 4 PROJECT NUMBER I •. _ �� , 211R-085SPIL • • _ _ _ • DESIGNER (415)580-6920 ex3 LABEL LOCATION NOAH FOX AC DISCONN@CT(S),PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. LAeEL LOCA'Tory SHEET j PER CODE(S)CEC 2016 690,54,NEC 2014,690 S4,NEC _ POINT OF INTERCONNECTION SIGNAGE 2011.690 54 - (PER CODE NEC690 56(13),NEC705 10.225 37,230 2(E)) REV A 1/14/2020 PAGE PV-5.0 1 l Sna pi. r-cock .. Solar Mounting Solutions s Series 100 Residential 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 ' f' ® All bonding hardware is fully integrated ry Yv ® Rail splices bond rails together, no rail jumpers required ass 1T'. 3 2. ® No drilling of rail or reaching for other tools Z.�.-"J�-"'nom-U�S....�==---�:���,{(!}' •,.t __ _.-,..-<���t'.&' .LSF '}'�,�_T�^-Z a•�- `� required .�a�­:r...�.Z,�, Class A Fire Rating for Type 1 and 2 modules System Features Include Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling uL r integrated Wire Pre bled Integrated bonding UL 2703 Certified Management hardware Resources snapnrack.com/resources M Design snapnrack.com/configurator 0 Where to Buy snapnrack.com/where-to-buy S � G .. W nap raC Solar;Mounting Solutions Stainless Bolt with Stainless Steel Bonding Splice Standard Rail Split-Lock Bolt with Insert _ _ 01S_09816 Lock Washer Bonding Adjustable End Clamp Top //////������''''''Bonding Splice Mid Clamp Base Bonding Adjustable ° Bonding End Clamp Bottom Bonding Stainless Channel Nut Channel Nut Stainless Hardware with Bolt with 41CBonding Adjustable SPllt-Lock Washers Split Lock End Clamp Bonding Mid Clamp Bonding Standard Washer 242-02067 242.02os3 Rall Splice Ground Lug 242-9401S 242-02101 12-6 AWG Copper Wire Ground Lug Assembly (ONE REQUIRED PER ROW OF - MODULES) - 1 - Universal End Clamp(UEC) "• �+z Wave UEC Pull Strap UEC Wedge Stainless Steel Bolt _41 Iwith Flat Washer Universal End Clamp 242-02215 StandoClamff '< }° Assembly P Rubber Serrated Stainless Channel Channel Nut Rain Collar — Steel Flange Nut Nut „ Stainless Serrated Stainless �� Flange Nut Steel Flange Bolt Stainless Mill Finish g 92 Degree Standoff }} 40 L Foot 1� Flange Bolt All Purpose L Foot MITI Finish Standoff Base Hole on- L Foot Metal Roof Base Shown) MIII Finish Base Assembly L Foot Base Flashing E Standoff L Foot Base with Flashing Metal Roof Base 242-92057 242-92050 with L Foot 242-02037 / /TECHNICAL DATA ..?''6bb0''Series aluminum- "2' Materials -'�:, :;- ''�;�' ='_•.�: ,. - '; "Stainless steel- Galvanized steel;,anq;,Uminum flashing - • Silver and black anodized aluminum Material Finish • Mill finish on select products •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 Array Pitch "`> 0-60.degrees 877-732-2860 p www.snapnrack.com a contact@snapnrack.com ©2016 by SnapNrack Solar Mountina SOhitinnc All rinhtc—.--,0,4 A' , ELTA Solar Inverter for North America ,91n& Phase Solar Qnverterr for Worth America M4-TL-US M5-TL-US M6-TL-US M8-TL-US M10-TL-US Fr;;-";x;,•b::', - -, '�•�y •S"i �1,.-4T`d'S';-' :,F���;..f;.a-1`n?-..;.;'�'-Efia�v sy`�'15 - ..-"_ `ate.:.>�i�.:J�'•'vi�,%•H•�--��' < `N��.Sh '.,f:..,��Y,a•,�.:..e.'aw FF.�. 'qv V�'•^„�1 I.GS`".��5 r�:�� ,f''�i'3-�a`,,'y”, �•„i?-w^•i�'a�-^:�j,•'.'eyi't:,..'G.`d,"'�.` - -i A'e ^�;�` :'.�4:!'.��v�S"e�t'.,�•,'«r; eA3; -',�...Y,•�:ai;'�-�t4• 't�a?-= ,may +,g„ ig.,;:'>y-•�. _-�,-',t,y�ir�e'f''-7 y 1. ,,;F` .., ''js,}�,/„y;j"�". •:w Yt�'i...:`a'4V9'"_-rw•`�rv� 3'"gin` aN*��..- �r�� �'y fi _«Mwe rr �:{`.. •"isY S`:".'�`r itr't'c" .n� Key Features: • Smart inverter'with BLE, optional WiFi, Ethernet, 3G/4G cellular communication4 • Support bi-directional cloud communicationVz • Support remote diagnosis and OTA , • Type 4 protection °_- 1' � s 'F '- .� • Built-in AFCI & Rapid shutdown controller - � }d x: t y; _ A u ;r ,n: ..Y:. • CEC efficiency 97.5% ?y f: su.,: ,_ 5j _WEE;arm 3Y.Y sem`,€.,. :k' ��.a=�'7.4•�`_'��1�,,,� � `�fiz�.= ";is' • Option: Revenue Grade Meter:ANSI 12.20 (0.5% accuracy) =; • UL 1741 SA HECO &CA Rule 21 compliant : ' � NO oL'i '€;+r$ziC,La 4ii„s.W iSgy. y'R'Ty •` ``r l,', .„ solar Inverter for North America SPECIFICATIONS Model M4-TL-US M5-TL-US M6-TL-US M8-TL-US M10-TL-US INP Maximum system voltage 600 V Nominal voltage 380 V Maximum operating voltage Voc 540 V Operating MPPT range 50 V to 480 V Maximum input current(per MPPT) 12A 12 A 12 A 12 A 20 A Maximum short circuit current @STC 15A/15A 15A/15A 15A/15A/15A 15A/15A/15A 25A/25A Maximum DC/AC ratio 1.3 DC disconnect Integrated MPP tracker 2 2 3 ::::] 3 2 Input strings available 2-2 2-2 2-2-2 2-2-2 2-2 Nominal power @ 240V 3840 W 4800 W 5760 W 7680 W 9600 W Maximum output power 4000 W 5000 W 6000 W 8000 W 10000W Voltage range 183 Vac to 228 Vac @ 208 Vac 211 Vac to 264 Vac 240 Vac Maximum continuous current 16 A 20 A 24A 32 A 40A Nominal frequency 60 Hz Frequency range 59.3 Hz to 60.5 Hz Adjustable frequency range 50 Hz to 66 Hz Night consumption <1.5 W THD @ nominal power <3% Power factor @ nominal power >0.99 Adjustable power factor range 0.851 to 0.85c GENERi4L Maximum efficiency 98% CEC efficiency 97.0%@ 208 V 97.5%@ 208 V 97.0%@ 208 V 97.5%@ 208 V 97.5%@ 208 V 97.5%@240V 97.5%@240V 97.5%@240V 97.5%@240V 97.5%@240V Operating temperature range -22'Fto 149 F(-30 9C to 65 1r) de-rating above 113`F(45 9C) Storage temperature range -40 T to 185 1=(-40 9C to 85 1r) Humidity 0%to 95% Maximum operating altitude 9,843 It(3,000 m) Acoustic noise <45 dB(A)@ 3 It(1m) Rev 12A—06/2019 @ Copyright 2019 Delta Electronics(Americas),Ltd.All rights reserved. Specifications subject to change without prior notice. Solar Inverter for North America SPECIFICATIONS Model M4-TL-US M541--US M6-TI--US M8-Tl--US M10-TL-US Dimensions(W x H x D) 16.7 x 232 x 5.9 in(425 x 590 x 150 mm) Weight 41.9 lbs(19.0 kg) 41.9 lbs(19.0 kg) 1 44.3 lbs(20.1 kg) 45.2 lbs(20.5 kg) 47.6 lbs(21.6 kg) Cooling Natural convection Natural convection with internal fan DC connection Spring contact type Admissible conductor size DC AWG 12 to AWG 8 AWG 10 to AWG 8 AC connection Spring contact type Admissible conductor size AC AWG 10 to AWG 6 AWG 8 to AWG 6 Communication interface BLE,optional WiFi,Ethernet,3G/4G cellular communication Enclosure material Die-casting aluminum STANDARDS/,{DIRECTIVES),:_J Enclosure protection rating Type 4 Safety UL 1741,GSA-C22.2 No.107.1-01 Software approval UL 1998 Ground fault protection UL 1741 CRD Antl4slanding protection IEEE 1647,IEEE 1547.1 EMC FCC part 15 Class B AFCI UL 1699B(Type 1),NEC 2017 Article 690.11 Integrated meter ANSI C12.20(meets 0.5%accuracy) Grid support regulation UL 1741 SA,California Rule 21 phase 1,2(pending),HECO Compliant Standard warranty 10 years C us 1) Without communication meter Delta Electronics (Americas), Ltd. 46101 Fremont Blvd,Fremont,CA 94538 Sales Email:lnverter.Sales@deltaww.com Support Email:Inverter.Supportgdeltaww.com Sales Hotline:+1-877-440-5851 or+1-626-369-8021 Support Hotline:+1-877-442-4832 Support(Intl.):+1-626-369-8019 Monday to Friday from Gam to bpm PST(apart from Holidays) www.Delta-Americas.com Rev l2A-06/2019 @ Copyright 2019 Delta Electronics(Americas),Ltd.All fights reserved. Specifications subject to change Without prior notice. c �,�^ �' '..;' .. .r��., lid.:� c. `. "•' ',r-'�-d..,lyc'1:T," ,, . . �... .�-.�.xs... � ,�t_• •4t,,t�'r`�"e�-s ti �<�s. * #',wX%s<,s?.i•:s �,i•5�::_r". r,gi. ,_z..c: � _T•ti'. ,. ;Vit, 4f n' a�r-I .ftp r �•�� U V i�,�'.^. 2.T+ r �y+�,.�y�•�w •+N-..R.-'/� N`�i.i�1�,..::':"_i v'1.:..'-1� '_- _r�='.'�iJJ�`K"' .fn:.=f." �3:�, <s'�'•%.+:a�'r.�Etr3.z.:i-?;�'^i•.>:,::.',-_. 9r��, . - - -' --_.—_ `__-• _ �`�"' -" _-_-' __ F it' �r1"�•�'��, ':iGM:�1/`. ��i'i't��yv'.�L�R 3.4`t4.��x.�_ WN r' WINPEAK_ j2. ,SE_�, IES� r +tr MURK ��r' �(�.('�^4 ^'t a 1t o Y 1�'s..'r.�_ 5 ;PR MI_,UM,SO,L�AR'PAAN LSA WITHISUPER OR_'PERFFORMA' SRC Tw„iriPeals� 'Series solar c�panels.�feattur:.e,.aril .� ;ini ovative�d'e_ ign with.=hVk panel''pMfuiemy-arid- �• _ i owerawpuf enablin custome�s,to„_et the most �'� _ .out�of=the space used�fo�tfe ins�allation� - - j r'” ,�� `Combined wlth indust�,y,=leadingt,Ar ucf equality and' the feliabilify-dA sfrong�-ands�gstabli"s_,fed; � �`j Eu�,opeanlbl'an&M-C TwirQ<Pea�Q'pja-are ideal I ,fiorres"rdential' and ,eomrnereialr rooftops I i worldwide: - E � jilu i ,r r , Y. r r_• r r r. MORE POWERS (IMPROVED PERFORMANCE! lOt D%, (REDUCES BALxAACE OF' (Ol1TPUTER N'� JNS�fADED'CONDRI.ONSS PIDFREE SYSEM GOST�S 1 0 � a ° � a El TWNPEAK 2 SEES 1675325[65.94301 -� A, •,. w[1.11 - -- -- 910[35E1 - 3825[5.051 e .` _ _ -,t - a"r;�.ay.'ix"-"�:'S= rw4 Ft�..t.`r..b•y 'Y h .w•�,a..a.�. ?.`: :`� 'r?.:.•tx..;t;<-k',3,:..:...�:,y:s%.'.�,._�- Y. � vJODD51 �' = =., V�,LUVEARaPOV11ER�0U�TPUN� ® oau. w $• ry 11302 ,:'.?�-�.. '+�C.t.e"" s •.•3*-,..-- .1[ '- y ,s.C:=1;3,, ,8 10.4330.81 I i I 0 205305 f I TEMPERATURE , ] r 107830.081 i. - <aer�-_;�Hys._.•F,F..�-,'"',"..:1,°"' -xc .a' »..x, �`.s*"N. ,--� 12001471 - z ?": " �� - Nominal'o eratm •celltemperature'(NOC�1)446"C}2°C)W !, --- -Temperatde'c�o@_ei tofPti =-E `tOf39q%nC gam., s,+x'"..'..,..r,�..%..:��?,��•p 4sns1 �Teriipe�atufecoefflc`lei�Yof�V�~��, F •-. -U:31y%%.C-"'�`'` t4easremenlsinmmfua _J3811S1 ,;,s•' •-.-.°x.�t.�:^�..�-''�'°k '•�'� �.�5�.�����:�;,a�.- a��•,A..'�^'ti:'s EZtjCAL1 t TemperatuF-�ecoeffieientofl 'z'� ��- 045��G s ®' GENERAL1, TA Nominal Power-P""(Ww. 275 280 285 290 295 Cellt e: x ?¢ - '-�� R_ =lulfiery_s_taJline.-=- Watt Class Sorting-(M 0/+5 0/+5 0/+ /-F5 0/ 5 �..`Y_- �of�20,cells� wl g-(� 5 0 + ivy y f. Gl'assv w amu... _ 1 Nomina(PowerVoltage-V�P(V) 31.5 31.7 31.9 32.1 32.3 " - 013":(3�2inm)solangla"ss,wifhx"�" NominalPowerCurrent-I (A) 8.74 895 «" _�.wantierefleetivesurfaceieatmenY - Nye•.:: .ri u � n^.' Mra 8.84 9.05 9.14 Backsheet;g= ?£ 1Higfilyesistantpolyesfe ; Open Circuit Voltage-V,M 38.2 38.4 38.6 38.8 39.0 aW:z - Polyolefiricon_st�uction Short Circuit Current-I A 9.30 9 6 Current-[s, 39 9.49 9.58 9.65 ? rws. .- - ,. .. k F = Anodiieilal'uinin`um Panel Efficiency 16M"i a.- 16.8 cy5 17.1 17.4 17.7insilverarblack) .. `''Mt,• ; ,.:. r?. ::�. :. v.5:n'Y.:";'t,. Juncttonfioxxr,.; emIP67rated;3- arGwithB aes kle ValuesatstandardtestcondltionsSTC aianassAMlS,irradiance1000W e,celltem erature25' - .,3 m- ' - :;p.y? x� YP_ s~.%: ry 12AWG('4r)PV,w've 35+47M(U.9mlr2m)b r4; Atlow irradiance of200W/nl=(AM15and cell temperature 25°C)atleast 94%oftheSTCmoduleefficien mllheachieved � .,,:.,;_;,F.�,c•F:,y��-,n.,,��. °Wherexxxindicatesthenomma1powerdass(P )atSTCIndicatedabove,andcanbefollowedbythesu[fixBLKforbla n3ConneGtorsi` =- �? � Stauhlt?MC4PV�KBT4`,PVK574t�,v wr d<fiamedmodules. 4"• -"`tea h vx:fz..a.o-_ ::`:e.'--.•.^rte:-3• �'gt,.x i• ,r` Nomina Po223 � 7-_Z` ', R wer-P. (Wp) 206 210 214 218 22 f ` ` �� ``'" 3 ..0 erationahtem eca_46e 4U:tf! 4 + ° It a-V P P , ,(..0.:::8-5 . NominalPowerVo ag �(V) 29.2 29.4 29.6 30.0 u ry 29.8 :lMazimumsyfemvofage` Nominal PowerCurrent-Im�(A) 7.07 7.15 7.24 7.32 7.43 e - ; ((3i660000'.PP Open itVolta a-Voc N) 35.4 35.6 35.8 36.0 36.2 : it urrent-I (A) 7.52 7.68 - ShortCircu C ,tt `" Refertoinstaliatlo sc 7.59 7.75 7.85 _`:._.:T�` ==1 c� = �- � «FYI - srr 1�R s%: ititiss�'�s Nominal a ra celltem eratureNOCT 800W ' t�laXse[esfu9 E. WVherexxxeindl a esthenoprtltnal owerclass P /tSTCmdi dspeedlm/s,ambienttemperature20°�. `',g• ,t' a F-#'S,4n h 20,A i`5, p (�) above.andcanbefollowedbythe suffixBLKforblackframedmodules f' ' tl :•:, y .''4_; � ..� ''"" Maz'rCif TIPI�AT R IONS everse�ci�rrent��. �� .. _ ._. � ��.kY �•„;;=�. WARRANTY MEC , • 1. . a r7JP pe l0 year product warrant Dimes . ,r3Y .., CE ® Y t , jM ions: x6519>�c39>25ic 5'167 ) . f 25 year linear power Output warranty q�ea�`'�=`�='�°- " �w -a--a ��'•'�= 'rz =yr 98ftilr67m? kro' .. (max.degresslonlnperformance of0.7%p.a.from 97% UIIL1703Fire classification Type 2 ">'i*- , 0 EC 61701(Salt Mist-seventy level 6),IEC 62804(PID Free), See warranty conditions forfurtherdetails. EC62716(Ammonia Resistance),150119252(lgnitabili Classl),UNI8457/9174(ClassA),15o90o1zO1s,15014001,0 S518001 <%nssu6Je- t=.r.h„ _a:n�e:=kv;i4=uawif4fi0o„[sun8t'lrliosst� R) ° :.mac; �{��.:< <a�,�_r.�:r�,• »:��.,,� Founded in Norway in 1996,REC is a leading vertically integrated solar energy company. Through integrated manufacturing from silicon to wafers,cells,high-quality panels and extending to solar solutions,REC provides the world with a reliable source of cleanG REC energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem companywith headquarters in Norway and operational headquarters in Singapore.REC employs more than 2,000 people worldwide, producingl.4 GW of solar panels annually. www.recgroup.com