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HomeMy WebLinkAbout41816-Z Town of Southold 11/2/2017 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39325 Date: 11/2/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 500 Beach Ct., East Marion SCTM#: 473889 Sec/Block/Lot: 37.-7-9.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/13/2017 pursuant to which Building Permit No. 41816 dated 7/17/2017 = 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 Aprea Jr,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41816 10-04-2017 PLUMBERS CERTIFICATION DATED Authorized Signature al'te,G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41816 Date: 7/17/2017 Permission is hereby granted to: Aprea Jr, Thomas 500 Beach Ct PO BOX 328 East Marion, NY 11939 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 500 Beach Ct., East Marion SCTM # 473889 Sec/Block/Lot# 37.-7-9.1 Pursuant to application dated 7/13/2017 and approved by the Building Inspector. To expire on 1/16/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Build A ector Form No.6 �C[E�d� TOWN OF SOUTHOLD �/" D BUILDING DEPARTMENT TOWN HALL D 765-1802 AUG 1 5 nnri APPLICATION FOR CERTIFICATE OF OCCUPANCY Bummm;DEPT This application must be filled in by typewriter or ink and submitted to the Building Department with TQ 9Fhg® M®I.D 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,Altelations 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 $15.00 Date. 80a�11 t New Construction: ', __!' Old or Pre-existing Building: (check one) Location of Property:S OO 3 engc�_, CA- i GpjS-I- J�rj r� r �N �1 9 3 9 House No. Street VHamlet Owner or Owners of Property: fJ►N1gS y-eA Suffolk County Tax Map No 1000, Section , Block Lot �. 1 Subdivision Filed Map. Lot: e Permit No. LP Date of Permit. .l 1 ��Applicant: ,��/1/VI.M �.J(�O/q l- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificatey Final Certificate: y (check one) Fee Submitted:$ Applicant Signature rg SOUay®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(cD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thomas Aprea Address: 500 Beach Court city:East Marion st: New York zip: 11939 Building Permit#: 41816 Section: 37 Block: 7 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Momentum Solar License No: 37608-ME SITE DETAILS Office Use Only Residential X Indoor X 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 Ceding 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 19.600 KW Roof Mounted Photovoltaic System to Include -70 Jinko 280 Panels with Micro Inverters, Combiner Box, AC Disconnect. Notes: Inspector Signature: Date: October 4, 2017 0-Cert Electrical Compliance Form.xls momentum SOLAR D [Ec�DV[E DD NOV 9 2017 BUMD0 DEPT. November 2, 2017 TOWN OF SOO t.D Town of Southold Building Department PO Box 1179 Southold, NY 11971 Subject: Engineer Statement for Solar Roof Installation Residence: Thomas Aprea - 500 Beach Court, East Marion, NY 11939 Permit No. 41816 Post Installation Inspection Date: 11/1/17 The roof mounted photovoltaic system at the above referenced residence has been observed to be installed properly in accordance with the approved plans and is certified by Daniel W Dunzik Engineering Services, P.C. to be in compliance with the minimum requirements of the Town, the 2015-International Residential Code and the 2016-New York State Uniform Code Supplement and the Provisions of ASCE 7-10. Si \ y o RcA/ U R� +� Engineer OF NE 45 Fairchild Ave D:631.536.4100 Suite B F:732.902.6223 Plainview,NY 11803 W:momentumsolar.com FIELD INSPECTION REPORT7 DATE COMMENTS b FOUNDATION(IST) �,y -------------------------------------- FOUNDATION (2ND) rn � z 0 � c ROUGH FRAMING& PLUMBING y INSULATION PER N.Y-. y STATE ENERGY CODE I FINAL ADDITIONAL COMMENTS o Z � b 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form IIContact: Approved ,20 l j Mail to:L4$ F,.e'C-tdJ U-4ALZa,5L)i f� B Disapproved a/c ` Ir6i�IlrmL�?h I�d3 one: ay)W4DA Expiration 12 JUL 10LU) 2017 Buildi Inspector BU'LDING DEPS'. APPLICATION-FOR BUILDING PERM�nYW OFSO[Ifj&D • Date�vn� 2�� , 20� - INSTRUCTIONS. a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit -: -- shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. MOMOAI✓M �o&1 (Signature of applicant or name,if a corporation) d iIits- �gifCl�l� A .09.E '�I c.s.1viW � a l 7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder I Co.,1,0-c/or Name of owner of premises 7bnmo S /gyp m (As on the tax roll or latest deed) If applicant is a coOat*on, afore f duly authorized officer (Name and title of corporate officer) Builders License No. s� Plumbers License No. Electricians License No. 3776&j- Other 77(®j-Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1 Block rY- - .Lot ,, Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration— Repair Removal Demolition Other Work A 44 (Description) 4. Estimated Cost 1 O(AO a 0 O 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 occup cy, specify nature and extent of each type of use. 7. Dimensions o 'ex�zsttxig:structures–tfany� Front Rear Depth Nu b' rfof Stories Height g Dimensions of same structure with alterations or additions: Front Rear Depth Hight Number of Stories 8. Dimensions ofeniire�tiev;canstract'on: Front Rear Depth Height ~� Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner !1 . Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13 Wil. lot be re-graded?YES NO\Wiil excess fill be removed from premises?YES NO� _ . 14. Names of Owner of remises ,,a Address&c) &cacA Guef Phone No.�• P/9-l3,CjW�y Name of Architect E.el �. yn .1. Addresses . 3k;l w hone No73z-lot_ogZ ZI4 Name of ContractorC4,,..m.. rX f,-,b- _r,„ Address 6" Phone No. '73 z-190-z-r 2 7,4 JhZ¢v�law , 09guo 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMI S MAY BE REQUI D. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S 0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ( ,D dl�1 yLJ- o r (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,�efore me this day of )V 20/ THOMAS R, MANSFIr Not,ry;P? PUBLIC,STATE OF NEW YORK Signature of Applicant No.01 MA6357321 QUALIFIED IN SUFFOLK COUNTY MY COMMISSI6N EXPIRES APRIL 17,2021 s Scott A. Russell SUFE STO][ AWWAT]E]E, SUPERVISOR AWANA(Gl]EAWIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑d A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Ef B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ 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. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- 3 Distiict � l7 NAME- �an0&kCin t®a Bi n® .� _77- _LL- 7 7 lro i Section Block Lot FOR BUILDING DEI AFfl'N'IEN1.1,S}: ONLY Contact Inf matron Mrd<vm,<wme Reviewed By- Owze 'J- - - - - - - - - - - - - - - - - - Date �' Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — 50aeats/I_ �vv �^� �/a/��� �9r Approved for proceszmg Building Permit ® �l , �i `� ( /V� _ — Stormwater Management Control Plan Not Required ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 oc� + �V o��Of SO�ryo! � o Town Hall Annex � � Telephone(631)763-1802 i 54375 Main Road g p2 P.O.Box 1179 • roaeC.richerown soUtl ` lolci nV us i Southold,IVY 11971-0959 O 1��0i1i�11s'� i M BURDINGDEPARTNEW TOWN OF SOUTHOLD D D APPLICATION FOR ELECTRICAL INSPECTION ' AUG 15 6n4l' REQUESTED BY: -Qss Adams Date: aCz11� BNI,DIN DEPT• Company Name: oir T® UTHOLD Name: J - License No.: I Address: ` l I Phone No.: I. JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: —p o� + - p� plot *Phone No.: _ 3�^ _ E Permit No.: j (� Tax-Map District: 1000 Section. ?, Block: ? Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) `1 n v i-e1A) € (Please Circle All That Apply) *Is job ready for inspection: ' YES/to') Rough in Final *Do-you need a Temp Certificate: ES/ NO I Temp Information(if needed) C *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 I - 82-Request for Inspection Form 24" C f S� n AP R VED AS NOTED DATE: fij B.P.I FEE: BY: NOTIFY BUILDING DEPA AT ELECTRICAL 765-1802 8 AM TO 4 PM FOR THE MPECTION REQUIRED FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION, MUST BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 YORK STATE. NOT RESPONSIBLE FOR OF THE TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 180E 8L 8wu `SBtf @tOieffi;R JMS BEe-- OCCUP_ ANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE -OF OCCUPANCY Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 June 26,2017 Southold Building Department 54375 NY-25 Southold,NY 11971 Attn: Construction Official Re: Proposed Photovoltaic Solar Panel Installation Thomas Aprea 500 Beach Court East Marion,NY 11939 Dear Sir: Regarding the solar panel array installation on the above referenced project please note that A visual inspection was performed and analysis of the existing structure was conducted. There is adequate structural capacity for the installation of the array with the following recommendations: 1. The array will be installed on the existing roof. The roof is constructed of 2"x6"wood rafters @ 16" O.C. spanning 13'4"max. up the slope with 1"x6" T&G wood sheathing. The new array (See Site map by contractor)will add 2.63 Lb. /Sf. overall to the roof. No additional structural support is required for the existing roof structure. 2. The system shall be secured to the roof using the "Ecolibrium Solar""Eco-X"® attachment system. The attachment system shall be UL 1703 approved tested. The attachments shall be min. 5/16"x 4"long stainless steel lags with a min. embedment of 2"into the rafters. When mounted in landscape or portrait attachments shall be spaced @ 48"o.c.max. with each row staggered in roof wind zone 1. Attachments shall be spaced @ 32" o.c. max. in wind zone 2& 3. The maximum panel cantilever length shall be 16"in wind zone 1,2, &3 except when mounted in portrait the maximum cantilever length shall be 12"in wind zone 3 only. Provide 6 mil.vapor barrier between dissimilar metal fasteners. Provide water tight gasket and sealant at all penetrations. Attachments shall follow panel rows as specified by the system manufacturer's installation manual. The panel angle shall match the roof slope. Structural Design Loads: -Dead Loads= 10psf(+2.6psf,New Solar Panels)= 12.6psf. - Snow Loads=30psf(24.5psf-factored per ASCE 7-10), Climate Zone 4A - *Wind loads= 130mph wind speed Exposure B {zones 1,2 &3(+/-)= 13psf; zone 1(-)_- 21.3psf, zone 2(-)_-35.6psf,zone 3(-)_-48psf1 *Wind loads per ASCE 7-10. (-)_-35.6psf, zone 3(-)_-481 *Wind loads per ASCE 7-10. 3. Solar modules shall be secured to the roof as per the manufacturer's specifications. Solar modules shall be UL-1701 rated or better. Solar Panels and attachment system shall be designed by the manufacturer to withstand winds in excess of 130 MPH. and 50.0 PSF. Solar Daniel W. Dunzik Architect LEED-AP 370 Burnt Hill Rd.Skillman, NJ.08558 908-872-3664 panels shall be designed to support in excess of 301b. snow load by the manufacturer. Solar panels do not add any additional snow load to the existing structure. Refer to manufacturers specifications. 4. All penetrations shall be completely water tight and guaranteed for a period of ten years or the duration of the existing roof warrantee whichever is longer. 5. Positive drainage of the system shall be provided so as to not void the existing roof warrantee. 6.All attachment system components shall be manufactured by"Eco-Fasten Inc."All attachment system design is based on manufacturers printed design specifications. All aspects of this design shall be installed in strict compliance with manufacturers printed specifications. 7.All aspects of the installation shall comply with the 2015-International Residential Code,the 2016-New York State Uniform Code Supplement,all local Code and ordinances, 2014 National Electric Code NFPA 70/2014, Weathering Severe,Wind Exposure Category B, Climate Zone 4A. If you have any questions relating to this matter,please contact me at your earliest convenience. Thank you. '(i, A/�C L.w d4: `?SfNyT LF Daniel W. OF , . EED-AP Lic.No. 039534 1 1 v; The new EcoX is an Innovative, rail-less racking system,proven _ to organize the Installation ! process.The flexible design _ offers a clean aesthetic, simplified logistics,and delivers a higher quality installation LE111 INWPM at a lower cost per watt. - - Aesthetic Design Cable Management n' 'Yh^' A wide range oradlustment makes it easy to Install a Whether Installing with Mlcrolnverters,Power ,T�� straight,level system Components are designed to Optimizers,or String Inverters,EcoX provides wire blend Into the array,and the aesthetic skirt creates management provisions to both prep the modules,and finished look Alternatively,a skirt free option is to route homerun or trunk cables throughout the array i available to provide a more traditional look &q �Z• :,, y ir_ r� -a.y' _ ' :l 1 iaymui A/' _7wmm C3 Flexible System Design Single Point Grounding ^ � The EcoX Estimator Is a powerful racking system EcoX and approved modules create a continuously design tool The user Inputs all site conditions and bonded system The installer can connect a Rmshed a can layout multiple rooFsurfaces The EcoX Estimator array to ground with a single bonding lug outputs a site specific design package with engineering _2 specs and bill oFinatenals •�.`�_.>: _.. XYZ,` E3 ."'4",'Jjg;S,dx,�4�-�fys'C TechnicalSpecifications Racking components Aluminum,stainless hardware,dark Fast. Simple. Supported. Materials bronze anodized upper surFace,mill finish lower surFaces- Flashings Aluminum,-black powder'coated finish Modules drop in From above Universal components mount to The Ecollbrium field support team and there Is never a need to standard Framed modules With offers on-site installation training Grounding/Bonding Validation UL2703-see installation manual fbrspeciflc module approvals reach over or walk on modules a single socket size and a wide and ongoing technical support Fire Resistance Validation UL2703--Class A,Type 1 and Type 2 modules Pre-assembled components range of adjustment,It Is quick And From project planning to and quick connections make and easy to Install any array logistics to Installation,we are Mechanical Load Validation UL2703-see installation manual ForspeciFic module approvals EcoX easy to Install with a clean,finished look dedicated to customer service Flashing Vabdation ICC-ES AC286JUL441 Ram Test For'Roof Flashing �<A<F±,® AdlustabdRy 1"vertical range,3 5"North/South range, connect anywhere In East/West direction 'F®Y warranty 15 years sales(aecolibnumsolarcom I US 740-249-1877 1 —vtuecolibriumsolarcum Ecolibrium Solar sales(]ecolibnumsolarcom I US 740-249-1877 1 unuw ecolibriumsolarcom `�aq EeollbriumSolar w. Data Sheet Enphase Microinverters Enphase M250 Microinverter INPUT DATA(DC) MODELS: MODELS M250-60-2LL-S22, M250-72.2LL-S22, M25a-60-2LL-S25 M250-72-2LL-S25 Commonly used module pairings' _ 210-350+W 210-350+W _ Compatibility 60-cell PV modules 60-cell and 72-cell PV modules (Maximum input DE voltage Peak power trackmg voltage 27 V-39 V 27 V-48 V Enphase The versatile Enphase M250 Microinverter'"performs -opera0ngrange _ - 16V-48V 16V-60-V 25 0 1n both residential and commercial solar PV Installations Min/Max start voltage 22 V/48 V 22V/48V and is compatible with both 60-cell and 72-cell modules ; Mazocshortcucurcurrent 15A 15A With Its all-AC approach and Integrated grounding,the OUTPUT DATA(AC) M250 delivers Increased energy harvest and reduces Peak output power 250 W Maximum continuous output power 2401N design and Installation complexity ; Nominal output current i-i5A @-208 VAC The Enphase M250 Microinverter integrates seamless) _ _ I A @ 2_40 vac p g y o Nominal voltage/range 208 V/183-229V@208 VAC with the Enphase Engage'"Cable,the Enphase Envoy' 240 V/211-264 V @ 240 VAC Nominal fre uenc/ran a 60 0/57-61 H_z communications gateway,and Enphase Enlighten" _ _. 9 Y__9 _. ._-_ __ _._ _ __ Extended frequency ranger 57-62 5 Hz monitoring and analysis software l Power factor >-095 - Maximum units per 20 A branch circuit 24(three-phase 208 VAC) 16(single phase 240 VAC) Mawmum output fault current 850 mA rrns for 6 cycles_ Productive EFFICIENCY •Designed for a wide range of modules _CEC weighted efficiency 96 5% •Maximizes energy production Peak Inverter efficiency _965% w _- i Static MPPT effidenc'y(welghted,reference EN50536) 994% Minimizes impact of shading,dust.and debris Night time power consumption 65 mW max MECHANICAL DATA Simple t Ambient temperature range -40°C to+WC- - f Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) No DC design or stung calculation required -we ight - 1 6 kg(34115.) - ` - t d f d GEC No needed micromverter i - --' - - - - "-- - �' - - -- - -- �r Cooling Natural convection•No(ons •Easy installation with Engage cable )_Enclosure environmental rating ` _ Outdoor-NEMA 6- - - - Connector type MC4 M250-60-2LL-S22 and M250-72-2LL-S22 Amphenol H4 M250-60-2LL-S25 and M250-72-2Ltr825 Reliable FEATURES •4th-generation product Comrnurncaton _ _ ' Power line - •More than 1 million hours of testing and Integrated ground The Dc circuit meets the requirements for ungrounded PV arrays in millions of units shipped NEC 690 35 Equipment ground Is provided in the Engage Cable No additional GEC or ground is required Ground fault protection(GFP)is integrated into the •Industry-leading warranty,up to 25 years mteromverter Enlighten Managerand MyEnbghlenmomtormgoptibns Transformer design High frequency transformers,galvanically Isolated Compliance - UL 2703 recognaed UL1741AEtET1 47,FCC Part 75 Class CAN/CSA-C222 NO 0-M91,0 4-04,and 1071-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms, i with NEC-2014 and NEC-2017 section 69012 and C221-2015 Rule 64-218 Rapid _ Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions 1 No enforced DC/AC ratio Seethe compatibility calculator at enphase com/en-us/support/module-compatibility UL 2 Frequency ranges can be extended beyond nominal if required by the utility GMohm To learn more about Enphase offerings,visit enphase com E N P H A S Ey 2077 Enphase Ene y All nghis reservrd All uaecmarAs er hrands used a o[he proper•y of Enphas<Energy Inc =�E N P H A S E To learn more about Enphase offerings,visit enphase com u 2017-01-19 t✓ RECOM RECOM MONO MONO 250 260 270 280 RCM-xxx-6M0 fxxx_250-280) ( a Ilia ((yet, 9 Rated Power 25OW 26OW 270W 28OW s ;, Power Tolerance 0%1+5W 0%/+5W 0%1-5W 07.1+5W rMax •r- _ Mmp)ower Voltage 3130V 3170V 3212V 32 50V 3s Max Power Current[Imp) 809A 832A 845A 867A ° ' Open Circuit Voltage(Vocl 3792V 3852V 3876V 3920V I c ' - Short Circuit Current(ist) 851A 846A 878A 899A e s to Is n a se a w Pmax(NOCTI 200 BW 208 BW 2166W 2239W T,he-modulerlah-powrrlassorloa hglvurodmnre ofiWlinr l,1—than7: Module Efficiency 154% 160% 166% 1717. -_- i Max Series Fuse 15A 15A 15A 15A Pmax Temperature Coefficient -039%1°C Voc Temperature Coefficient -032%1°C Max System Voltage 1000V DCIIECI 110GOV DCIULI Isc Temperature Coefficient +005%1°C Tested at Standard Test Conditions Measurement tolerances x35 Operating Temperature -LO-+85°C _ �.• -r 1 "' pP� Nominal Operating Cell Temperature(NOCTI 45 x 2°C � i -yx t �� '�`• Dimensions 1640mm x 992mm x 35mm f � Container 20 GP 40 HC {{ ,y Frame Anodized aluminum Pieces per Pallet 29 or 30 29 or 30 Weight 19 kgs Pallets per Container 12 28 Front Glass 3 2 mm AR low iron tempered glass Pieces per Container 348 or 360 812 or 840 _ Output Cables TUV 12Pf 11692007)UL 4703 UL4440 mm t P (0 006 in)symmetrical lengths(-I 1000mm 'FEC a -tt I .... M-sof -- --- -— and(+I 1000 mm MC4 type connectors Standard tests UL1703 IEC 61215 IEC 61730 Om ty tests ISO 9001 2008 ISO 140012004 ISO 170252005 r6{w�r• �^ `�T'� CerUOcaUons Class C Fre Rating conformity to CE PV CYCLE Salt Mist and Ammonia Corrosion Extreme wind and Module certified to withstand extreme wind JE 1640mm snow loads testing 12400 Pascal)and snow loads 15400 Pascal) Positive tolerance Guaranteed positive tolerance of up to 5W Junction Box IP67 Rated 3 diodes Warranties •10-yeartimuedprodect warranty 1000mm E I I •2ryearuansferahle hnearpoweroiApulwamanry Black Panther w NEAR PERFORMANCE WARRANTY , I REnWSGaar+raxr Yen e i s I] IS • Manufactured Anti PID Proven by independent -)- Guaranteed spec,fwbons aie subled to change xnUoui lunher no4Raabon - ®Fi4Qw A0 ew Release xis oz vtl III EU P� Technology I l� Engmeenng Tests O Positive Power Dealer _ CE C7 ,b ,01 'l'. recom-solar com SEE ATTACHMENT SCHEDULE PLAN KEY SYSTEM INFORMATION FOR MAXIMUM CANTILEVER COUPLING PV-1 COVER PAGE MODULE RECOM RCM-280-6MB ACLAMP& TTACHMENT momentum INVERTER ENPHASE M250-60-2LL-S22 -71 PV-2 PANEL LAYOUT RACKING ECOLIBRIUM ECO X RAIL-LESS SYSTEM RAFTER ®��� PV-3 LAYOUT DETAIL SYSTEM SIZE (DC) 6.44 KW SOLAR MODULE PV-4 ELECTRICAL PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 325 HIGH STREET,METUCHEN,NJ 08840 (732)902-6224 PV-5 EQUIPMENT LABELS GENERAL NOTES: GUTTE MOMENTUMSOLAR.COM THIS PV SYSTEM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS STRUCTURAL FOR BUILDING AND OTHER STRUCTURES OF THE ASCE 7-10, IRC2015 AND NEW ENGINEERING MINIMUM 6"SPACING TO GUTTER ' YORK STATE UCS 2016, NEC 2014 AND ALL LOCAL CODES &ORDINANCES. DANIEL DUN2IK RA LEED-AP ECOLIBRIUM SOLAR ECO-X MOUNTING DETAIL LICENSE*039534 ECOLIBRIUM SOLAR ECO X RAIL-LESS MOUNTING SYSTEM (908)872-3664 AN 18" WIDE (FREE OF SOLAR EQUIPMENT) SHALL BE PROVIDEDIALONG AT LEAST INTEGRATED WITH FLASHING,COUPLINGS AND ADJUSTABLE 370 BURNT HILL ROAD CLAMP ATTACHMENTS SKILLMAN,NJ 08558 SYMBOL LEGEND ONE SIDE OF THE ROOF ON THE SAME SIDE AS THE SOLAR EQUIPMENT OR ON ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& ANOTHER SIDE OF THE RIDGE THAT DOES NOT HAVE SOLAR EQUIPMENT ON IT. IN ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE MAXIMUM SOLAR ARRAY ELEVATION 4 2' COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR ADDITION AN 18" WIDE PATHWAY(FREE OF SOLAR EQUIPMENT) SHALL BE PROVIDED ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OFA MSP MAIN SERVICE PANEL ® CHIMNEY MAXIMUM CLAMP ATTACHMENT SPACING 48' LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. Fm'SP FROM AT LEAST ONE EAVE. SP SUB-PANEL z SKYLIGHT ROOF SHALL HAVE NO MORE THAN TWO LAYERS OF COVERING IN ADDITION TO THE COUPLING CLAM SOLAR EQUIPMENT. OUTILITY METER ® VENT y� INSTALLATION OF SOLAR EQUIPMENT SHALL BE FLUSH MOUNTED, PARALLEL TO AND G�5 ���L W °tJN �� ACINO MORE THAN 6-INCHES ABOVE THE SURFACE OF THE ROOF. ECO-X ATTACHMENT SPACING FOR ��ir DC AC DISCONNECT O PIPE VENT LANDSCAPE OR PORTRAIT MODULES fit' ROOF WIND ZONE 1 2 3 WEIGHT OF THE INSTALLED SYSTEM SHALL NOT EXCEED MORE THAN 5-PSF FOR ATTACHMENT SPACING 48" 32" 32" * ��►� uoc UTILITY DISCONNECT FAN PHOTOVOLTAIC AND NO MORE THAN 6-PSF FOR RESIDENTIAL SOLAR HOT WATER MAXIMUM CANTILEVER 16" 16" 12" was SYSTEMS. NOTE THE SPACING REQUIREMENTS IN THIS SCHEDULE �a} y —r, ARE MORE STRINGENT THAN THE MANUFACTURERS LC LOAD CENTER SATELLITE DISH REQUIREMENTS ANY PLUMBING VENTS ARE NOT TO BE CUT OR COVERED FOR SOLAR EQUIPMENT '4T 039534 �O INSTALLATION. ANY RELOCATION OR MODIFICATION OF THE VENT REQUIRES A FASTENER REQUIREMENTS: F �y N3R NEMA 3R BOX W/ENVOY-S ® FIRE SETBACKS PLUMBING PERMIT AND INSPECTION. TOTAL ARRAY AREA=402.84 SQ FT O F N WIND LOAD:ASCE 10(SEE CALCULATIONS,STRUCTURAL CERTIFICATION)41.5 PSF MAX CB COMBINER BOX GROUND ACCESS INVERTER PLACEMENT: TOTAL UPLIFT 41.5 PSF X 402.84=16717.7 LBS CUSTOMER �p INFORMATION MODULE -. PITCH DIRECTION SYSTEM UTILIZES "ENPHASE" MICRO-INVERTERS WITH RAPID SHUTDOWN CONTROL FASTENER: LOCATED ON THE BACK SIDE OF EACH MODULE. LAG SCREW SPEC 203.2,8/04:(FLAT WASHERS TO BE USED WITH LAG BOLTS) THOMAS APREA(METER 1) LAG BOLT WITHDRAWAL VALUE 5/16"DIA.,266 LB/IN X 2-INCH THREAD DEPTH: 500 BEACH COURT 532LB.CAP.EACH EAST MARION, NY 11939 BUILDING REVIEW NOTE: MINIMUM NUMBER OF LAG BOLTS REQUIRED:16717.7 LBS/532 LBS/LAG BOLT=32 631-477-0494 MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS"X"USE 48"MAX ALLOWED AS El - TOWN BUILDING PLANS EXAMINER HAS RECEIVED THE ENCLOSED DOCUMENT FOR PER SCHEDULE JURISTICTION:SUFFOLK MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED BILL OF MATERIALS UTILITY: PSEG LI IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF NEW YORK. UTILITY ACCT#:9674300603 RECOM RCM-280-6MB THISREVIEW DOES NOT GUARANTEE COMPLIANCE OF THAT CODE. THAT MODULES 23 UTILITY METER#:96983451 280 WATT MODULE RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE NEW INVERTERS 23 64. 7 X 39.06 X 138" YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL'AND SIGNATURE PV SYSTEM SEE DATASHEET) HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S CLAMP ASSEMBLY 58 BELIEF AND INFORMATION, THE WORK IN DOCUMENT IS: INFORMATION COUPLING ASSEMBLY 35 SYSTEM SIZE(DC):6.44 KW CLIMATIC & GEOGRAPHIC DESIGN 1. ACCURATE BONDING CLIP 5 23 MODULES: RECOM RCM-280-6MB CRITERIA TABLE R301.2(l2. CONFORMS WITH GOVERNING CODES APPLICABLE AT THE T�,ME OF THE 23 INVERTERS: ENPHASE ) SUBMISSION. SKIRTS 7 M250-60-2LL-S22 GROUND SNOW LOAD 25 LBS/SF 3. CONFORMS WITH REASONABLE STANDARDS OF PRACTICE A�D WITH VIEW TO ENPHASE COMBINER BOX 1 SPEED (MPH) 135 MPH THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE IS THE 60A FUSIBLE AC DISCONNECT 1 RESPONSIBILITY OF THE LICENSEE. PRO]ECT INFORMATION TOPOGRAPHIC EFFECTS B STRUCTURAL STATEMENT: 40A FUSES 2 INITIAL DATE:6/26/2017 DESIGNER:NI SPECIAL WIND REGION NO 'I 125A LINE TAPS 2 THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS IMPOSED BY REV: DATE: DESIGNER: WIND BORNE DEBRIS ZONE 2 THE PHOTOVOLTAIC MODULE SYSTEM INCLUDING UPLIFT&SHEAR.EXISTING RAFTER REV: DATE: DESIGNER: SEISMIC DESIGN CATEGORY C SIZES &DIMENSIONS CONFIRM TO IRC-2015 TABLE R802.5(1)-RAFTER SPANS. COVER PAGE CLIMATE ZONE 4A , MOUNTING BRACKETS AND HARDWARE MEET OR EXCEED NEW YORK STATE CODE WIND EXPOSURE CATEGORY B REQUIREMENTS FOR THE DESIGN CRITERIA OF THE TOWN. Pv— SCALE' 1/16" — V-01" ROOF MODULE COUNT TILT AZIMUTH SHADING SCALE: R1 5 19° 118' 95% R2 5 20' 207° 97% momentum R3 1 15 1 20' 27" 1 96% SOLAR PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 325 HIGH STREET,METUCHEN,NJ 08840 GROUND ACCESS (732)902-6224 (TMP) MOMENTUMSOLAR.COM DRIVEWAY STRUCTURAL BEACH COURT FIRE SETBACK ENGINEERING (36" ROOF ACCESS) DANIEL W.DUNZIK RA LEED-AP LIC NSE*039534 FIRE SETBACK FRONT OF RESIDENCE (90EBURNr HILL ROAD FIRE SETBACK 370 08)BURNT HIL (36" ROOF ACCESS) (18" VENTILATION) • GUTTER SKILLMAN,NI 08558 FIRE SETBACK ° ` ' ° ' v ° ° ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND ° AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& (18" VENTILATION) ` - ar ,° ° ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE a °• ° COMPLIANCE WARNING THAT IT IS A VIOLATION OF THE LAW FOR MSP CB . ate. ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A GROUND ACCESS ` '°° °q a , < • • LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. • a' , 'a (TMP) O DC R °a °° •J ° . , ' a • 4, a RIDGE ELECTRICAL EQUIPMENT a ° ° , ' ° ° ' . '` q RED q�'C W 00 R2 GROUND ACCESS HIP RIDGE ❑ a ❑ a a ® � I a a a a D ACCESS ROOF a _ 0 o '9�. 03953Q a ❑ a • a a a a a a w �OF NES El ❑ 11a ❑ a Q R1 a a -- - a o a CUSTOMER GUTTER INFORMATION a ❑ RIDGE n a a ,❑ THOMAS APREA(METER 1) GROUND ACCESS 500 BEACH COURT (TYP) GUTTER EAST MARION, NY 11939 631-477-0494 FIRE SETBACK GUTTER (18" VENTILATION) UTILITY: TICTION:SUFFOLK UTILITY:PSEG LI FIRE SETBACK UTILITY ACCT#:9674300603 (36" ROOF ACCESS) FIRE SETBACK UTILITY METER#:96983451 (18" VENTILATION) PV SYSTEM FIRE SETBACK HIP INFORMATION (18" VENTILATION) SYSTEM SIZE(DC):6.44 KW FIRE SETBACK 23 MODULES: RECOM RCM-280-6MB (18" VENTILATION) 23 INVERTERS: ENPHASE M250-60-21-L-S22 PROJECT INFORMATION INITIAL DATE:6/26/2017 DESIGNER:NI SOLAR INSTALLER NOTES: REV: DATE: DESIGNER: NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED REV: DATE: DESIGNER: PANEL LAYOUT PV-2 ROOF FRAMING ACTUAL SPAN SHEATHING COLLAR TIES KNEE WALL SHINGLE TYPE LAYERS R1 2"X 6" RAFTER 16"OC 13:-4" TONGUE AND GROOVE N/A N/A ASPHALT 1 R2 2"X 6" RAFTER 16" OC 131-411 TONGUE AND GROOVE N/A N/A ASPHALT 1 momentum omentum R3 2"X 6" RAFTER 16"OC 131-4" 1 TONGUE AND GROOVE N/A N/A ASPHALT 1 SOLAR R1 - ARRAY 1 LAYOUT DETAIL SCALE: 3/16" - 1�'OII PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR 325 HIGH STREET,METUCHEN,NJ 08840 (732)902-6224 TILT: 19' 31-9" MOMENTUMSOLAR.COM AZIMUTH: 1180 STRUCTURAL SHADING: 95% 7—i2 ENGINEERING DANIEL W.DUNZIK RA LEED-AP LICENSE#039534 (908),872-3664 1'-6" 370 BURNT HILL ROAD 00 08558 ENGINEERING I N LETTER ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE ❑ ❑ ❑ a COMPLIANCE.WARNING THAT IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY ❑ ❑ ��RED ARCy W D U N 1 91, 039534 y� �F N�� SOLAR INSTALLER NOTES: NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED CUSTOMER INFORMATION R2 — ARRAY 2 LAYOUT DETAIL R3 — ARRAY 3 LAYOUT DETAIL THOMAS APREA(METER 1) SCALE: 1/8" = 1'—O" SCALE: 3/32" = 1'—O" EAST MARION,TILT: 20TILT: 20 500 BEACH COURT 11939 AZIMUTH: 207* AZIMUTH: 27' 631-477-0494 SHADING: 97% SHADING: 96% JURISTICTION:SUFFOLK UTILITY: PSEG LI UTILITY ACCT#:9674300603 UTILITY METER#:96983451 0 0 0 0 0 o 0 0 PV SYSTEM 0 0 0 0 0 0 0 0 INFORMATION SYSTEM SIZE(DC): 6.44 KW 23 MODULES: RECOM RCM-280-6MB 0 0 0 o a C3 23 INVERTERS: ENPHASE M250-60-2LL-S22 0 0 0 0 0 5'-4" 0 0 0 0 J� PR03ECTINFORMATION 0, INITIAL DATE:6/26/2017 DESIGNER:NI 2° REV: DATE: DESIGNER. 01-611 7'-02" REV: DATE: DESIGNER: vzdgo LAYOUT DETAIL SOLAR INSTALLER NOTES: SOLAR INSTALLER NOTES: �-4 3'-0" NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED NO ADDITIONAL STRUCTURAL SUPPORT REQUIRED PV-3 �Y 23 RECOM RCM-280-6MB 280W MODULES PAIRED WITH 23 VERTE momentum SOLAR BRANCH CIRCUIT EXISITING SQUARED 100A 12 MICRO-INVERTERS MAIN SERVICE PANEL 240 V PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR BRANCH CIRCUIT B 325 HIGH STREET,METUCHEN,NJ 08840 11 MICRO-INVERTERS (732)902-6224 NI MAIN BREAKER: 100A MOMENTUMSOLAR.COM +. _ + _ + _ INE SIDE STRUCTURAL HOT TAP ENGINEERING DANIEL W.DUNZIK ENPHASE 60A LICENSE#039 34 RA LEED-AP f ' ' ' (908)872-3664 AC COMBINER BOX BURNT HILL ROAD SKI 100A SKILLMAN,NJ 08558 SQUARE-D 60A FUSIBLE ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND UTILITY AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& AC DISCONNECT ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE METER COMPLIANCE WARNING THAT IT IS A iANY P RSON,UNLESS ACTING UNDER THE DIRVIOLATIEN OF THE CTION OF A W FOR LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY D 40A 910T ELECTRICIAN ROOF 20A BREAKER(A) JUNCTION 20A BREAKER(B) 40A FUSES POWER TERMINATION CAP 1 BOX 2A-B 3 4 =GROUND INSTALLED ON GRID END OF CABLE ,�P9m• 'I -�i'- 4 BRANCH CIRCUIT CALCULATION FOR WIRE TAG 1 DISPLAYS THE ELECTRICAL NOTES: LARGEST BRANCH CIRCUIT IN SYSTEM. OTHER BRANCH CIRCUITS "9J 039534 1.ALL CALCULATIONS FOR VOC,VMAX, IMP AND ISC HAVE BEEN WILL HAVE LOWER DESIGN CURRENT THAN THE ONE SHOWN. ti,� CALCULATED USING THE MANUFACTURED STRING CALCULATOR BASED ON �� N�� ASHRAE 2% HIGH AND EXTREME MINIMUM TEMPERATURE COEFICIENTS. 5.ALL CONDUCTORS ARE SIZED BASED ON NEC 2014 ARTICLE 310 CU ER 2. THE ENTIRE ARRAY IS BONDED ACCORDING TO (NEC 690.46 - 250.120 6.ALL EQUIPMENT INSTALLED IS RATED AT 90°C INFORMATION paragraph Q. THE GROUND IS CARRIED AWAY FROM THE GROUNDING LUG THOMAS APREA(METER 1) USING #6 BARE COPPER WIRE. 7 INVERTER NOC(NOMINAL OPEN CURRENT) OBTAINED FROM 500 BEACH COURT 3. THIS SYSTEM COMPLIES WITH NEC 2014 EQUIPMENT DATASHEET EAST MARION, NY 11939 631-477-0494 JURISTICTION:SUFFOLK UTILITY: PSEG LI UTILITY ACCT#:9674300603 UTILITY METER#:96983451 PV SYSTEM INFORMATION SYSTEM SIZE(DC):6.44 KW 23 MODULES: RECOM RCM-280-6MB 23 INVERTERS: ENPHASE M 250-60-2LL-S22 Wire Temp. Wire Temp. Conduit Derated Inverter NEC Design Ground Ground Wire Wire Tag Conduit Wire Qty Gauge Wire Type Rating Am acit A Derate Fill Derate Am acit A (fit NOC (A) Correction Current A Size Type PROJECT INFORMATION g g p Y( ) p Y( ) Y ( ) Yp 1 Open Air 4 12 AWG Trunk Cable 90°C 30 0.96 1 28.80 12 1 1.25 15.00 12 AWG Trunk Cable INITIAL DATE:6/26/2017 DESIGNER:NI REV: DATE: DESIGNER: 2A 1" PVC 3 10 AWG THWN-2 90°C 40 0.96 0.8 30.72 12 1 1.25 15.00 10 AWG THWN-2 REV: DATE: DESIGNER: 2B 1" PVC 3 10 AWG THWN-2 90°C 40 0.96 0.8 30.72 11 1 1.25 13.75 10 AWG THWN-2 ELECTRICAL 3 1" PVC 3 08 AWG THWN-2 90°C 55 0.96 1 52.80 23 1 1.25 28.75 08 AWG THWN-2 4 1" PVC 3 06 AWG THWN-2 90°C 75 0.96 1 72.00 23 1 1.25 28.75 08 AWG THWN-2 IAV-4 TAG. LABEL QUANTITY LOCATION NOTE EXAMPLES 1 AT EVERY SEPARATION BY momentum QA 12 DC CONDUITS ENCLOSURES/WALLS/ i SOLAR PARTITIONS/CEILINGS/FLOORS OTO O T OWE RlSfflbROE OR NO MORE THAN 10' • • • © PRO CUSTOM SOLAR LLC D.B.A.MOMENTUM SOLAR POWER --- 325 HIGH STREET,METUCHEN,NJ 08840 (732)902-6224 MOMENTUMSOLAR.COM �., STRUCTURAL .ly ENGINEERING OB QU T 1 AT ANY JUNCTION BOX OR DC DANIEL W.DUNZIK RA LEED-AP P D r 1 COMBINER BOX ! r LICENSE#039534 COMBINER IF USED �� (908)872-3664 C SO• RG• O 370 BURNT HILL ROAD "I Jy ® SKILLMAN,NJ 08558 {6 ENGINEERING LETTER ATTACHED HAS SPECIFICATIONS FOR WIND AND LOAD CALCULATIONS FOR SOLAR INSTALLATION SPANS& -a ATTACHMENTS TO MEET LOCAL AND STATE BUILDING CODE COMPLIANCE WARNING THAT IT IS A VIOLATION OF THE LAW FOR ' ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A `j LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY ��RED ARC VV �AT ANY JUNCTION BOX OR DC i�• PUNl � © E ccD 1 JUNCTION BOX 1 + �/ O ��sv 'F n OO OO OO UO - I COMBINER IF USED } �A _61Y�ta 03953A —� :j��� SOF RQ0)9MF&9 A@ @@@MRL99ff !' CUSTOMER C 1 OF EACH AT FUSED AC r O OP I C7U T B _C I OG D DISCONNECT © q,; INFORMATION MU AC G A DO O G� 1 AC DISCONNECT COMPLETE VOLTAGE AND THOMAS APREA(METER 1) 00 PL IOM %vm@9 64 R I OO MM UM M@ CURRENT VALUES ONr OOD O R(31 DD DISCONNECT LABEL 500 BEACH COURT _• • • EAST MARION, NY 11939 O N OS ION 631-477-0494 JURISTICTION:SUFFOLK - UTILITY: PSEG LI UTILITY ACCT#:9674300603 O UTILITY METER#:96983451 PV SYSTEM Q 1 MAIN DISCONNECT 1 OF EACH AT BUILDING MAIN INFORMATION E00 D SOU C7 PHOTOVOL A C PANEL DISCONNECT PANEL M = I SYSTEM SIZE(DC):6.44 KW --- 23 MODULES: RECOM RCM-280-6MB A 23 INVERTERS: ENPHASE M250-60-21-L-S22 r .baa— . `MpIr` PROTECT INFORMATION O 1 UTILITY METER 1 AT UTILITY METER INITIAL DATE:6/26/2017 DESIGNER:NI QF ' O U O OO O REV: DATE: DESIGNER: 00 D O RO P 0 0 0 O REV: DATE: DESIGNER: EQUIPMENT LABELS PV-5