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t , }'FFpt�.' • Town of Southold 3/25/2015 ,o: P.O. Box 1179 ,< 53095 Main Rd i'o is Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37480 Date: 3/25/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 425 Terry Ln. Southold, SCTM #: 473889 Subdivision: Sec/Block/Lot: 65.-1-21 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/23/2014 pursuant to which Building Permit No. 38840 dated 5/1/2014 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 Cleary Margaret O Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38840 05-19-2014 Authorized Signature r -TOWN �FFOlx �' OF SOUTHOLD w BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'a +w +F,r 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 #: 38840 Date: 5/1/2014 Permission is hereby granted to: Cleary Margaret O Trust 425 Terry Ln Southold. NY 11971 To: construct a roof mounted electric solar panel system to an existing dwelling as applied for At premises located at: 425 Terry Ln. Southold SCTM # 473889 Sec/Block/Lot # 65.-1-21 Pursuant to application dated 4/23/2014 and approved by the Building Inspector. To expire on 10/31/2015. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Total: $200.00 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00; Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 3%3%/ 9 New Construction: Old or Pre-existing Building: (check one) Location of Property: /ZS T"„ La.... r, 4L.ld IJP 11��1 House No. Street Hamlet Owner or Owners of Property: A,,,o rej C 10fV Suffolk County Tax Map No 1000, Section (1:5- Block / Lot Z Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fcc Submitted: $ A licant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 sovTy � o 250PX panels, 1 -Solar EdgeSE5000 inverter I UNI ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert(a)-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Margaret Cleary Address: 425 Terry Ln City: Southold St: NY Zip: 11971 Building Permit #: 38840 Section: 65 Block: 1 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Level Solar License No: 511E UETAIL5 Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Heat Duplec Recpt Ceiling Fixtures Hot Water GFCI Recpt Wall Fixtures A/C Condenser Single Recpt Recessed Fixtures A/C Blower Range Recpt Fluorescent Fixture Appliances Dryer Recpt Emergency Fixtures Switches 11 Twist Lock Exit Fixtures 5500 watt roof mounted PHOTOVOLTAIC SYSTEM to include, HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS ri 22 -Canadian Sola 250PX panels, 1 -Solar EdgeSE5000 inverter Notes: Inspector Signature: Date: May 19 2014 81 -Cert Electrical Compliance Form.xls y ECTOR n G 1 n E E R S Project Number: U1521-030-142 March 19, 2015 Level Solar 90 13' Ave. Suite 8 Ronkonkoma, NY 11779 ATTENTION: Eric Negron 4 20 REFERENCE: Margaret Cleary Residence: 425 Terry Lane, Southold, NY 11971 Solar Panel Installation Dear Mr. Negron: UTAH OFFICES -� Sandy Layton St. George Per your request, we have reviewed photographs and a post -installation checklist for the above -referenced site. Based upon our review, it is our conclusion that the installation of solar panels on this existing roof occurred in accordance with the building code and our original requirements as stated in a letter dated March 4, 2014. Rafter size and spacing has been verified to match the original design. Water damage was not encountered during work on and under the existing roof. No pre -installation splits, cuts, breaks, or visible sagging was encountered in the existing roof framing. After installation was complete, it was verified that all roof -penetrating fasteners actually penetrated into the roof framing and did not visibly split the framing members. No existing damage to any existing structure was discovered and no damage was caused to any existing structure during installation, according to the installer. All roof penetrations were sealed and flashed as a means of waterproofing. Our conclusions are based upon our review of the photos and a checklist prepared by the installer. This letter does not waive the installer of any responsibility for improper installation. As stated in a previous letter, our conclusion regarding the adequacy of the existing roof is based on the assumption that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING, LLC Roger T. Alworth, P.E. Principal RTA/kbh OF NE\ O x QOM 9„y 3/19/2015 9138 S. State St., Suite 101 / Sandy, UT 84070 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com FIELD R SPEMON REPORT DATE coma ENTS FOUNDATION (1ST) v ` to FOUNDATION (2ND) ' z p ROUGH FRAXWG & PLUMBING � ' E INSULATION PER N. Y. H STATE ENERGY CODE • l FINAL . ADD ON . rn ' o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST B (JILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined V f 20_�L Approved 1 1 120 14 Disapproved a/c Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: _ Phone: Expiration , 20 ' -- JA BuildinAg Inspector PR2 3 201ATION FOR BUILDING PERMIT Date 3 3 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. LcVt1 So`c� r (Signature of applicant or name, if a corporation) /Z VG E4e. 0 &D..cema 0 i 11%7-1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor'l�ctrt"ician' i�m �, p9er orbuilder \\ DATE.' / B. P. l . f7✓o�nu r-1 n Name of owner of premises A[Qa,-c I If applicant is a Am, (Name title of corporate Builders License No. FFF 5 Z� BY NC`T!FY BUILDING DEPARTMENT Al- ' As on the tax roll or latest teed FOLLOVIING !pJSPECTIONS: of dully authorized officer I- TWO REQUIRED COr'CRE.TE Plumbers License No. Electricians License No. S/858=�1E Other Trade's License No. (Sw.m c.,,, 4y 60,- 464--V., f) S/ g"-// Location of land on which proposed work will be done: 4 ZS Tr. i 1450%y�&0\, House Number Stree Rw:r•__-ir,IG,nv(, PI`lI�IIVG. , . tvnr'iir+G tLLI:TL & C,gr ULr.,�.. 3. INSULATION 4. FINAL - CONST RUCTION & ELECTRI-LnL MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 00 11q Hamlet County Tax Map No. 1000 Section Block Subdivision Filed Map No. Lot z Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i -c5; b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ---x,� a r (Description) 4. Estimated Cost (�-7 , E OD Fee - u ,'�� (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IJ/A Dimensions of existing structures, if any: Front Height Number of Stories Rear Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Depth 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Depth Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NOS 14. Names of Owner of premises i C ltar Address 4t5- e',61 V,,,, e- Phone No. 631--765- /90.6 Name of Architect Address Phone No Name of Contractor Lao\ Soar Address !�0 /3 uAye, Sfc.f Phone No. 43 l- z$5'- zSSS 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO o(_ * 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 SL * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF K., ) And being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, , r I� (S)He is the L�i��� 56�cer — owecto( l,ygoU L R�h (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 before me this day of 20 Notary Pu lic LAUF]"N7. COLICI IIU Notary Public. Stale of New York No 01000215704 Qualified in Sullolk Counly Commission L'.xpiics 12-28-20 F r� Uzi Signature of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714959 Telephone (631) 765-1802 roger.richer `rvnlJo7u 0%.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: t/ Z S T i�,l La. & .5oA;y5j A N q 11 q-7 ( cep( - 'r b,3 -I/VV ,2>%<6 © 1000 Section: tis Block: i Lot: z/ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �rGG� LIQ . enc fs (Please Circle All That Apply) *Is job ready for inspection: YES A DNO Rough In Final *Do- you need a Temp Certificate: YES NO Temp Information (If. needed) *Service Size: 1 Phase 312hase 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 ' — C, FORM : SWCP Check List -'I US JAN 20 14 CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST N DATE: 3/3/5' APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) '$Its NAME: ze„'l O� S C T M *: 1000 Telephone Number: 431- z8S-zSS� District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: you ou need additional room for explanations, Please Provide additional Paper. P Pe a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minmium z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area (s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (2") inch rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.g. infiltration basins, swales, etc.) FORM : SWCP Check List -'I US JAN 20 14 Town of Southold Building and Solar Permit Application Pack Customer: Margaret Cleary 425 Terry Lane Southold, NY 11971 (631) 765-1906 Tax I D: 1000 — 65 — 1 - 21 Contractor: LEVEL SOLAR 9013th Avenue, Suite 8 Ronkonkoma, NY 11779 (631) 285-2555 ACORD CERTIFICATE OF LIABILITY INSURANCE `� DUDDIYYYI� 2//28/28/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(iss) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NNAME9eg Quincy Diversified Insurance Group 136 E. South Temple Street PHONE ($OZ) 325-5000 FAX (801)532-2804 WAY, F-01 '#1 L.mnoorda@diversifiedinsurance.cpm OR Suite 2300 Salt Lake City UT 84111 INSURERS AFFORDING COVERAGE NAIC#I INSURERA:Colon Insurance Company INSURED Level Solar Inc. 527 Hudson Street, Ste 20-170 INSURERB:Sentinel Insurance CO 11000 INSURER C : INSURER D: INSURER E: New York NY 10014 INSURER F: a.vr �rcMu�� cr•rr nr.0=n r�. w�uaw•irn a r��•.e.wu ... .....�.._ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY p%rrence$ 50,000 A CLAIMS -MADE F OCCUR PK301882 2/4/2013 2/1/2014 MED EXP (Any one person) $ 5,000 PERSONAL S ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEWL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 X POLICY PRO- irnT 17 LOC $ AUTOMOBILE LIABILITY N D IN L L (Es accident) $ 11000,000 B X ANY AUTO BODILY INJURY (Per person) $ ALL OWNED ISCHEDULED AUTOS AUTOS 34UECA07826 1/25/2013 1/25/2014 BODILY INJURY (Per $ ( ) HIRED AUTOS NON -OWNED PROPAUTOS ERTY DAMAGE $ Pr TERR $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LWB CLAIMS -MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS' LIABILITYLIM Y / N I TER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N I A E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If es, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS be knv DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Town of Southold 54375 Route 25 Southold, NY 11971 ACORD 25 (2010/05) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Guth/MQ 01988.2010 ACORD CORPORATION. All rights reserved. IN3025 rNltnnr ni Tisa ernan n2ma ones Inn^ ere r ietard&A msrlre, of Amon New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (212) 587-2149 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^ ^ ^ ^ ^ ^ 464060893 LEVEL SOLAR INC (A DE CORP) 527 HUDSON STREET, SUITE 20-170 NEW YORK NY 10014 POLICYHOLDER LEVEL SOLAR INC (A DE CORP) 527 HUDSON STREET, SUITE 20-170 NEW YORK NY 10014 POLICY NUMBER CERTIFICATE NUMBER L 2317 408-9 36454 CERTIFICATE HOLDER TOWN OF SOUTHOLD 54375 ROUTE 25 SOUTHOLD NY 11971 PERIOD COVERED BY THIS CERTIFICATE DATE 12/11/2013 TO 12/11/2014 3/14/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2317 408-9 UNTIL 12/11/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 12/11/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 845119282 U-26.3 SUFFOLK COUNTY DEFT OF LABOR LICENSING 6 COUSLAwc a=A.—, CONTRACTOR RICHARD KEISER bearer Is duly LEVEL SOLAR INC k*r* d by the County ofSuffdI( "waft"'W, calkaw 51859-H 08/19/2013 I+anaTE L__ 08/01/2015 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 May 27, 2014 Level Solar 9013 th Ave, Suite 8 Ronkonkoma, NY 11779 BUILDING DEPARTMENT TOWN OF SOUTHOLD RE: Cleary, 425 Terry Lane, Southold TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: "Note: Need certification from an Architect or Engineer stating the panels were fastened to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38840 - Solar Panels Sandy Y ECTOR Layton E n C-, I n E E R s St. George Project Number: U1521-030-141 March 4, 2014 Level Solar 90 IP Ave. Suite 8 Ronkonkoma, NY 11779 ATTENTION: Eric Negron REFERENCE: Margaret Cleary Residence: 425 Terry Lane, Southold, NY 11971 Solar Panel Installation Dear Mr. Negron: Per your request, we have reviewed the attached Zep Solar calculations and photos relating to the installation of solar panels at the above -referenced site. Based upon our review, it is our conclusion that the installation of solar panels on this existing roof per the attached documents and in accordance with Zep Solar's and Level Solar's installation requirements will not adversely affect the structure of this home. We have found the calculations to be in accordance with the 2010 Building Code of New York State and ASCE 7-05. This conclusion is based upon the fact that the additional weight related to the solar panels is less than three pounds per square foot. In the area of the solar panels, other live loads will not be present. Regarding snow loads, it is our conclusion that since the panels are slippery, dark, and located only on the south facing roof elements, effective snow loads will likely be reduced in the areas of the panels. In addition, it is our conclusion that any additional wind or seismic loadings related to the addition of these solar panels is negligible. The solar panels and attachments have been designed to withstand 120 mph design wind speed (3 -second gust). Solar panels will be flush -mounted, parallel to and no more than 6" above the roof surface. Installation of the solar panels must be performed in accordance with Zep Solar's and Level Solar's installation requirements. Particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of span tables provided by Zep Solar is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables. The installer is responsible to seal around roof penetrations to prevent leaks. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Please note that we have reviewed photos taken of the roof framing (attached), but a representative of Vector Structural Engineering has not physically observed the roof framing of this home. Our conclusions are based upon our review of the photos which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type, size, and spacing are as indicated in the attached photos and drawings by Level Solar. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, �, OF NEw y VECTOR STRUCTURAL ENGINEERING, LLC co P k T. 4<k * Q 1. 0 m W Roger T. Alworth, P.E. �4 od'i -" 3,., Principal �FFSSIONP� Enclosures 03/04/2014 9138 S. State St., Suite 101 1 Sandy, UT 84070 ` (801) 990-17751 F (801) 990-17761 www.vec::•torse.c,: o �E OF N�1'11 o= rn LU 2 413.1 OF�SSIOV4 N 0 03/04/201430 60 Ii MNO Scale: 1"=30' 15'-4" 17'-1" ON A 24° SLOPE ROOF OBSTRUCTIONS (TYPICAL) 35' OF 3/4' PVC CONDUI FROM JUNCTION BO., TO INVERTER APPROVALS I DATE E. Yokom 01/23/14 68669 46'-3" 5,500 WATT ROOFTOP PV SYSTEM (22 PANELS @ 250 WATTS EACH) SLOPE = 24°, AZIMUTH = 114°, SHADE = 85% LEVEL SOLAR 90 13th Avenue, Suite 8 Ronkonkoma, NY 11779 (631) 285-2555 T 1 of 1 68669 Margaret Cleary.dwg Site Plan Margaret Cleary 425 Terry Lane Southold, NY 11971 01 JUNCTION BOX AND CONDUIT TO INVERTER 11" (7" MINIMUM) CLEARANCE FOR COMP MOUNT g" VALLEY (3" MINIMUM) 555" [46'-3"] THERMAL EXPANSION JOINT REQUIRED (FIELD LOCATE) RIDGE OF ROOF ESTIMATED RAFTER/ — TRUSS LOCATION 16" [1'-4"] RAFTER/ TRUSS SPACING =111WRIPIN Mm, 1A'w 11 1, 0 5,500 WATT ROOFTOP PV SYSTEM J STRUCTURAL ONLY (22 PANELS @ 250 WATTS EACH) SLOPE = 24° 12" OF NFA (3" MINIMUM) lf��,� ' T. A� EAVE OF ROOF (7" MINIMUM) * CLEARANCE FOR COMP MOUNT Raftor/Tn,ss Snacine: 16” on center I Clear Access: 18” @ Ridge (either side), 18" path from Eave to Ridge I Roof Category: C I Zone Boundaries: 40.8" 19" [1'-7"] (12Y2" MINIMUM) CLEARANCE FOR COMP MOUNT RAKE OF ROOF 146" [12'-2"] 17" MINIMUM) 205" CLEARANCE FOR COMP MOUNT 26" [2'-2"] (3" MINIMUM) LEVEL r- ar 68669 9013th avenue, Suite 8 Ronkonkoma, NY 11779 (631) 285-2555 Margaret Cleary 425 Terry Lane Southold, NY 11971 18Y E. Yoko 01/23/14 1 of 1 01 n m cc w CID 2 ROOFS S i O�P�� 03/04/2014 Canadian Solar CS6P Series 1 Panel 2 Panels 3 Panels 4 Panels 5 Panels 6 Panels Spacing Calculations Interior Edge Corner Over 64.50" 129.50" 194.50" 259.50" 324.50" 389.50" Max SPACING 64.0" 32.0" 16.0" Landscape Landscape Up 39.25 78.50 117.75 157 OOH 196.25 235.50 Max CANTILEVER 21.0 12.0 5.0 1. Over 38.75" 78.00" 117.25" 156.50" 195.75" 235.00" Max SPACING - Portrait Portrait Up 65.00 130.00„ 195.00 260.00 325.00„ 390.00 „ Max CANTILEVER I- - Raftor/Tn,ss Snacine: 16” on center I Clear Access: 18” @ Ridge (either side), 18" path from Eave to Ridge I Roof Category: C I Zone Boundaries: 40.8" 19" [1'-7"] (12Y2" MINIMUM) CLEARANCE FOR COMP MOUNT RAKE OF ROOF 146" [12'-2"] 17" MINIMUM) 205" CLEARANCE FOR COMP MOUNT 26" [2'-2"] (3" MINIMUM) LEVEL Build Plan SOLAR 68669 9013th avenue, Suite 8 Ronkonkoma, NY 11779 (631) 285-2555 Margaret Cleary 425 Terry Lane Southold, NY 11971 18Y E. Yoko 01/23/14 1 of 1 01 To Utility Grid DC input Power = 5500 watts STC 120/240 c 60Hi (22 x 250W) L1 L2 N SolarEdge SESOGDA-US Inverter Revenue Grade �p 97.5%CEC Efficiency @ 240 Vac Meter iYl „........... 5000 Wac continuous Canadian Solar C56P-250PX .... Maximum Output Current 21.0 Arms 250 Watts Maximum Input Current 16.0 Adc Voltage at Pmax (STC) = 30.1 Ground -fault protection provided Current at Pmax (STC) = 8.30 1 2 3 • • • 13 14per NEC article 690.35 Main V SolarEdge AC/DC Safety Switch Breaker 200 Amp typ. 300 Vac, 32 Amps continuous — + — + — + — + — + - 600 Vdc, 32 Amps continuous Opens all ungrounded conductors r - per NEC article 690.35 • . . SolarEdge Power Optimizer — + + — + AC Load Center OP250-LV Inverter Connected to Rated DC Input Power - 250 watts 1- 2 Pole 30 Amp Input Voltage Range - i to 55 Vdc L2 Circuit Breaker moi\ Maximum Input Current -10 Adc Maximum Output Current -15 Adc Ll String Limitations - 8 to 25 Optimizers 5250 watts STC per string maximum N 1 2 3 • • • 7 8 N G EGC + +— + — + — + GEC _ Ground Optimizer Equipment Grounding System Labels requirement is satisfied by Maximum DC Voltage = 500 Vdc the mechanical connection Nominal Operating Voltage = 350 Vdc to the Zep module frame Maximum DC Current =15.0 Adc per string Nominal Operating Current = 16.0 Adc Max. °R" ByAPPROVALS DATE LEVEL 3 -LINE PLAN SHAWN RANALDO 06/24/2013 SOLAR CANADIAN SOLAR CS6P-250PX 9013th Avenue, Suite 8 WIRING DIAGRAM Ronkonkoma, NY 11779 (631) 285-2555 5.5 kW DC 1 of 1 CS6P-250PX 5500 Watt.dW9 01 ZepSolar Engineering Calculations Cleary SE Roof Project Contact Information Name: Margaret Cleary Street Address: 425 Terry Lane Email: Suite/PO#: Phone: City, State, Zip: Southold, New York 11971 Country: United States System Details Module Manufacturer: Canadian Solar PV Module Model: CS6P-250PX Quantity of PV Modules: 22 Array Size (kW): 5.500 Mounting System Manufacturer: Zep Solar Mounting System Type: ZS Comp Roof type: Composition Shingle Attachment Type: Comp Mount, Type C Module -level electronics: SolarEdge - OP250-LV-Z Zep Solar, Inc. www.zepsolar.com I Cleary SE Roof 12014-01-23 23:38 UTC Page 1 of 4 ZepSolar Engineering Calculations Design Variables Description (Symbol) Value Unit Module Orientation Landscape Module Weight 48.5 lbs Average Roof Height (h) 25.0 ft Least Horizontal Dimension (Ihd) 33.92 ft Edge and Corner Dimension "a" 3.4 ft Roof Slope (8) 24.0 deg Rafter/Truss spacing 16.0 in Rafterfrruss dimension Min. nominal framing member depth of 4" Basic Wind Speed (V) 120 mph Exposure Category C Ground Snow Load (P9) 30 psf Importance Factor (1) 1.0 Topographic Factor (Kt) 1.2 Thermal Factor for Snow Load (Ct) 1.2 Exposure Factor for Snow Load (Ce) 0.9 Effective Wind Area 10 ft2 Zep Solar, Inc. www.zepsolar.com I Cleary SE Roof 12014-01-23 23:38 UTC Page 2 of 4 ZepSolar Engineering Calculations Snow Load Calculations Using calculation procedure of ASCE 7-05 Section 7 Description (Symbol) Interior Edge Corner Unit Flat Roof Snow Load (Pf) 22.7 22.7 22.7 psf Slope Factor (CS) 0.8 0.8 0.8 psf Roof Snow Load 19.0 19.0 19.0 psf Wind Pressure Calculations Using simplified procedure of ASCE 7-05 Section 6.4 Description (Symbol) Interior Edge Corner Unit Net Design Wind Pressure uplift (Pnet30.p) -23.7 -41.3 -61.0 psf Net Design Wind Pressure downforce (Pnet30 down) 14.9 14.9 14.9 psf Adjustment Factor for Height and Exposure Category (A) 1.4 1.4 1.4 psf Net Design Wind Pressure uplift (WAP) -38.4 -66.9 -98.8 psf Net Design Wind Pressure downforce (Wdown) 24.1 124.1 24.1 psf ASD Load Combinations Using calculation procedure of ASCE 7-05 Section 2.4 Description (Symbol) Interior Edge Corner Unit Dead Load (D) 2.8 2.8 2.8 psf Snow Load (S) 17.3 17.3 17.3 psf Load Combination 1 ((D+0.75*S)*cos(8)+0.75*Wdown) 32.5 32.5 32.5 psf Load Combination 2 (D*cos(9)+Wdowll) 26.7 26.7 26.7 psf Load Combination 3 ((D+S)*cos(6)) 18.4 18.4 18.4 psf Uplift Design Load (0.6*D*cos(A)+W,,p) -36.9 -65.4 -97.3 psf Maximum Absolute Design Load (PabJ 36.9 165.4 197.3 psf Zep Solar, Inc. www.zepsolar.com I Cleary SE Roof 12014-01-23 23:38 UTC Page 3 of 4 ZepSolar Spacing Calculations Engineering Calculations Description (Symbol) Interior Edge Corner Unit Max allowable spacing between Leveling Feet 64.0 36.0 17.0 in User selected spacing between Leveling Feet given a rafter/truss spacing of 16.0 in 64.0 32.0 16.0 in Max cantilever from Leveling Feet to perimeter of PV array 21.0 12.0 5.0 in Distributed Weight and Weight per Attachment Point Calculations In conformance with Solar ABC's Expedited Permit Process for PV System (EPP) Description (Symbol) Value Unit Weight of Modules 1067.0 lbs Weight of Mounting System 86.93 lbs Total System Weight 1153.93 lbs Total Array Area 381.36 ftz Distributed Weight 3.03 psf Total Number of Attachments 37 Weight per Attachment Point 31.19 psf Zep Solar, Inc. www.zepsolar.com I Cleary SE Roof 12014-01-23 23:38 UTC Page 4 of 4 LEVELING FOOT MOUNTED ON COMP MOUNT TYPE A VAT E RPRODFIN G SEALANT AS NEEDED COMP MOUNTTYPE A ----,` 1V CF Z IV IV STAINLESS STEEL 5/16"0 x M.B. WASHER PACKAGED WITH COMP MOUNT STAINLESS STEEL LAG SCREW, 5/16"0 X 41/2" LEVELING FOOT ON COMP MOUNT TYPE A CANTILEVER= L= PERMITTED SPACING L/30RLESS' SEECODECOMPLIANCELETTERFOR ALLOWABLE SPACING .,—INTERLOCK E%1a.Ir%G FOOT /'PHOTOVOLT.AIC MODULE L ROOF FRAWMING HYBRID INTERLOCK -t OIITI INF OF MODIB F ROOF RAFTER SHOWN DASIILD FOR CLARITY II'E.� RMIfTED ED -' lANipt VH2-1/4 LANDSCAPE ORIENTATION y OR LC SS PURIRAII URILNIAIIUN OF MODULE � CLPLLVLIINI,FUUI INTERLOCK Wl8Rl lNIIKLULK [30.7mm] 1.21 in [81.2mm] 3.2I0in [32mm] 1.26in Key Features • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in theworid • Industry leading plus only power tolerance: 0 —+5W • Strong framed module, passing mechanical load test of 5400Pa to withstand heavier snow load • The 1st manufacturer in the PV industry certified for ISO:TS16949 (The automotive quality management system) in module production since 2003 • IS017025 qualified manufacturer owned testing lab, fully complying to IEC, TUV, Westing standards • Backed By OurNew 10/25 Linear Power Warranty Plus our added 25 year insurance coverage IN J11111j4didisidivalue90% From Warranty eox ox b 70 16 ZO 26 ztr' CanadianSolar • 10 yearproduct warrantyon materialsand workmanship • 25 year linearpower output warranty On -grid Module CS6P is robust solar module with 60 solar cells. These modules can be used for on -grid solar applications. Ourmeticulous design and production techniques ensurea high -yield, long-term performance forevery module produced. Our rigorousquality control and in-house testing facilities guarantee Canadian Solar's modules meetthe highest quality standards possible. Applications • On -grid residential roof -tops • On -grid commercial/industrial roof -tops • Solar power stations • Other on -grid applications Quality Certificates • IEC 61215, IEC 61730, UL1703, CEC Listed, MCS, CE • IS09001: 2008: Standardsfor quality management systems • ISO/TS16949:2009: Theautomotive quality management system Environmental Certificates • ISO 14001:2004: Standards for Environmental management systems • QC080000 HSPM:The Certification for Hazardous Substances Regulations • Reach Compliance As Q. '��— " \ ♦ 175 M www.canadiansolar.com CS6 P -230/235/240/245/250M Electrical Data Nominal Maximum Power Pmax 230W 235W 24OW 245W 250W optimum Operating Wita a (Vmp) 29.9V 30.1V 30.2V 30.3V 30.4V Optimum Operating Current(Imp 7.70A 7.82A 7.95A 8.09A 8.22A Open Circuit Volte a (Voc) 37.1V 37.2V 37.3V 37.4V 37.5V Short Circuit Current (Isc) 8.22A 8.34A I 8.46A I 8.61A 8.74A Module Efficiency 14.30% 14.61% 1 14.92% 1 15.23% 15.54°k Operating Temperature -40'C --+85°C Maximum System Voltage 1000V IEC /600V UL Maximum Series Fuse Rating 15A Application Classification Class Power Tolerance 0 - +5W Under Standard Test Conditions (STC)of kradiance of1000W/m', spectrum AM 1.5 andoell temperature of25r Nominal Maximum Power Pmax 166W 170W727.5V 3W 177W727.7V W Optimum OperatingVoita a (Vmp 27.3V 27.5V 3.2mm Tempered glass 27.6V Anodized aluminium alloy Optimum Operating Current(Imp) 6.09A 6.18A29A 4mm'(IEC)/12AWG(UL), 1100mm 6.40A1A MC4 or MC4Comparable Open Circuit Voltage (Voc) 34.OV 34.1V.2V 672pcs (40'HQ) 34.3VAV Short Circuit Current (Isc) 6.65A 6.75A 6.85A 6.97A 7.08A Under Normal OperetingCell Temperature, Irradiance of800 Wim`, spectrumAM 1.5, ambienttemperature 20-C, wind speed 1 mis Mechanical Data Cell Type Mono -crystalline 156 x156mm, 2 o 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 4Omm (64.5x 38.7 x 1.57in) Weight 20kg (44.1 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1100mm Connectors MC4 or MC4Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs (40'HQ) IN Curves (CS6P-250M) 'Specifications included inthia datasheet are subject to changewithout prior notice. About Canadian Solar Canadian Solar Inc. is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solarmodules and solar systems. Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. SectionA-A 35 SW10. B -B Temperature Characteristics Temperature Coefficient Pmax -0.45%PC: Voc -0.35 %/C Isc 0.060 VC; Normal Operating Call Tai 45f21C Performance at Low Irradiance Industry leading performance at low Irradiation environment, +95.596 module efficiency from an irradiance of 1000wle to 200w/m2 (AM 1.5, 25'C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) In November 2006. Canadian Solar will expand Its module manufacturing capacity to 2.05GW and cell manufacturing capacity to 1.3GW in 2011. solar- • • The only inverters specially designed for distributed DC architecture ■ ■ ■ architects of energy TM Sin le Phase Inverters (North America) Sing s E3000A- U S- s E700OA- U S All our inverters are part of SolarEdge's innovative system designed to provide superior performance at a competitive price. The SolarEdge inverter combines a sophisticated, digital control technology and a one stage, ultra -efficient power conversion architecture to achieve superior performance TECHNICAL DATA — over 97% efficiency and best -in -class reliability. Our fixed - voltage technology ensures the inverter is always working at its optimal input voltage, regardless of the number of modules or environmental conditions. 'OUTPUT SE3000A-US I SE380OA-US I SE5000A-US I SE6000A-US SE7000A•US 5200@208V 5200@208V Rated AC Power Output 3800 5000 6000@240V 6000@277V 6000@240V 7000@277V W7 730070 5200@208V 5200@208V Max. AC Power Output 3800 5000 6000@240V 6000@240V W 6000@277V I 7000@277V AC Output Voltage Min. -Nom. -Max. 183 - 208 229 / 211- 240 - 264 183 - 208 - 229 / 211- 240-264 / 244- 277 - 294 Vac AC Frequency min. -Nom. -Max. 59.3 - 60 - 60.5 (HI version 57 - 60 - 60.5) Hz Max. Continuous output Current @208V 14.5 18.5 1 24 25 25 A Max, Continuous output Current @240V 12.5 16 21 25 25 A Max. Continuous Output Current @277V 18.5 22 25 A GFDI 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Recommended Max. DC Power * (STC) 3750 4750 6250 7500 8750 W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vdc Max, Input Current 10 12.5 1 16 18 18.5 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600kQ Sensitivi Maximum Inverter Efficiency 97.8 97.7 98.3 98.3 98.3 % 97 @ 208V / 97.5@ 208V, 240V 97 @ 208V / 97.5@ 240V / % CEC Weighted Efficiency 97 5 97.5@ 240V / 98 @ 277V 98 @ 277V Nighttime Power Consumption < 2.5 W ADDITIONAL Supported Communication Interfaces RS485, RS232, Ethernet, Zigbee (optional) STANDARD COMPLIANCE Safety UL1741., IEC -62103 (EN50178), IEC -62109 Grid Connection Standards Utility -Interactive, VDE 0126-1-1, AS -4777, RD -1663 , DK 5940, IEEE1547 Emissions FCC part15 class B, IEC61000.6-2, IEC61000.6.3, IEC61000 311, IEC61000 312 RoHS Yes INSTALLATION+ AC output conduit size / AWG range 3/4" minimum / 24.6 AWG DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 24-6 AWG AWG range Dimensions(HxWxD) 21x12.5x7/ 21x12.5x7.5/540x315x191 in/mm 540x315x172 Dimensions with AC/DC Switch (HxWxD) x 12.5 x 7 / 30.5 x 12.5 x 7.5 / 775 x 315 x 191 in / mm 775x315x172 775 Weight 44.7/20.2 47.7/21.7 lb / kg Weight with AC/DC Switch 51.2 / 23.2 54.7/24.7 Ib / kg Cooling Natural Convection Noise < 50 dBA -C Min. -Max. Operating Temperature Range -13 / -25 (CAN version -40 / -40) to +140 / +60 --F/ Protection Rating NEMA 311 • Higher input OC power may be installed; analyze yearly AC performance. .Vr "" -The following Part Numbers are available (CAN PNS are eligible for the Ontario RT and microff): 206/240V, min. operating temp-4F/.20C: SE3000A-US, SE3800A-US. SE5000A•US, SE6000A•US. SE7000A-US. SE3000A-US- HI, SE3WOA-US-HI, SE5000A•USHI, SE6000A-US-HI, SE7000A-US1-1I 277V, min. operating temp-F/•20C: SE5000A-US, SE6000A-US, SE7000A-US, SESOOOA-US-Hi, SE6000A-US-HI, SE7000A-US-HI 206/240V, min, operating temp-40F/40C: SE3000A-USCAN, SE3800A-USAN, SE5000A-USAN, SE6000A-US-CAN 277V, min operating temp -40F/ -4W: SE5000A-USCAN, SE6000A-USAN, SE7000A-USCAN USA Ir Germany * Italy a France a Japan 4 China a Australia a Israel solar' • • www.solaredge.com C So Eoga nc. Ali -,rtreser ea. SCJd2£3GE 'u S--EC9e roga. ARC- -C7S OF ENERGY aro OF-tM:ZEv Bt SOiAREDGE are taaoen-*s a regros:ered traoemarks of SOWrEoge T nnotogies.'.rw. Ali other trademarks mentioned nerem are trademarks of tner respeCuve owners. Date: 04i 2413 V.01.5object to change with" notice. solar=ee -. Compatible with Zap Groove framed modules ■ ■ ■ ■ HIGHLIGHTS Ensures equipment grounding - bond connection with Zep Compatible TM module Eliminates the need to bolt the optimizer to the rail Module -level MPPT - optimizes each module independently Module -level monitoring for automatic module and string level fault detection allowing for easy maintenance TECHNICAL DATA Unprecedented installer and firefighter safety mode - safe module voltage when inverter is disconnected or off Allows parallel uneven string length and multi -faceted installations Immediate installation feedback for quick commissioning (*) Rated STC power of the module. Module of up to +5% power tolerance allowed. 0. C E a USA is Germany a Italy a France a Japan a China a Israel solar- • • www.saaredge Com architects of energy~ orvuL�)nla all .,onto reserved. SOLAREDGE. the SolarEdge logo. ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of OP250-LV-Z OP300-MV-Z INPUT Rated Input DC power (*) 250 300 �N Absolute Maximum Input Voltage (Voc) 55 75 Vdc MPPT Operating Range 5-55 5-75 Vdc Maximum Input Current (Isc) 10 10 Adc Reverse -Polarity Protection Yes Maximum Efficiency 99.5 % European Weighted Efficiency 98.8 % CEC Weighted Efficiency 98.7 % Overvolta a Cate ory OUTPUT DURING O•ERATION (POWER OPTIMIZER CONNECTED Maximum Output Current II TO OPERATING 15 Adc Operating Output Voltage 5-60 Vdc Total Maximum String Voltage (Controlled by Inverter) - US and EU 1 -ph 500 Vdc Total Maximum String Voltage (Controlled by Inverter) - EU 3 -ph OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED Safety Output Voltage per Power Optimizer 950 FROM INVERTER OR INVERTER OFF) Vdc I=c PV SYSTEM DESIGN USING A SOLAREDGE INVERTER Minimum Number of Power Optimizers per String (1 or More Modules per power optimizer) 8 (1 -ph system) / 16 (3 -ph system) Maximum Number of Power Optimizers per String (1 or More Modules per power optimizer) Module power dependent; maximum 25 (1 -ph system) / 50 (3 -ph system) Maximum Power per String 5250 (1 -ph system) / 11250 (3 -ph system) W Parallel Strings of Different Lengths or Orientations Yes STANDARD COMPLIANCE EMC FCC Part15 Class B, IEC61000.6-2, IEC61000.6-3 Safety IEC -62103 (class II safety), UL1741 Material UL -94 (5 -VA), UV Resistant RoHS Yes INSTALLATION SPECIFICATIONS Dimensions includ. mounting bracket (W x L x H) 137 x 254 x 58 / 5.39 x 10 x 2.28 mm / in Dimensions exclud. mounting bracket (W x L x H) 137 x 139 x 25.5 / 5.39 x 5.47 x 1.0 mm in Net Weight (Weight Includ. cables) 0.88 (1.18) / 1.94 (2.6) kg / Ib Output Wire Type Double insulated PV wire; 6 mm2 ; MC4 Output Wire Length 0.95 m / 3 ft Input Connector Operating Temperature Range MC4 / Tyco Amphenol -40 - +65 / -40 - +150 •C / OF Protection Rating Connector dependent) IP67 NEMA 6 Relative Humidity 0-100 % (*) Rated STC power of the module. Module of up to +5% power tolerance allowed. 0. C E a USA is Germany a Italy a France a Japan a China a Israel solar- • • www.saaredge Com architects of energy~ orvuL�)nla all .,onto reserved. SOLAREDGE. the SolarEdge logo. ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of Datasheet: ZS Comp o p. from Zep olar offers the fastest ant', least expensive L°Ur,mti: G ¢ ; Labor savings compared to conventional mounting systems. I ne Compatible'"PV modules from the need for separate grounding hardware. And with its hyper -bonded ground PV arrays. .. C V51et- Ger iefi— Dramatically reduces installation time Eliminates mounting rails and clip hardware Eliminates separate grounding hardware Ultra -reliable hyper -bonded grounding matrix Rapid, top -accessible precision array leveling Ultra-low parts count Enhanced aesthetics h e j far nn,i aLF r";o.-`-.rtJ TUV tested to IEC 61215 for 5400Pa load conditions Suitable for high wind applications Interlock ETL listed to UL 1703 as ground bond means Ground Zep UL and ETL listed to UL 467 as grounding and bonding device Interlock, Hybrid Interlock and Ground Zep listed to UL 2703 as PV bonding device w `OMPA r'e4^. LISTED �oMP�r Page 1 of 2 ZS Aero fnr Iow-wlnnr- k fiafi rnnfc .ZS Seam for standing sear me!: :,l roofs .ZS Span for rail -based application:, ZS Tile for tile rc ofs ZS Trap' for, trapezoidatrnetairoofs ZS Wave fer Corrugated roofs w `OMPA r'e4^. LISTED �oMP�r Page 1 of 2 Interlock 0 00 Leveling Foot GSI Comp Mount Type C Ground Zep Datasheet: ZS Comp — 2331 The Interlock provides north -south and east -west structural and ground bond connections creating a structurally contiguous hyper -bonded array. Interlock UL listed to UL 2703 and ETL listed to UL 1703. i31.8mm] j 1.251n (39.4mm] 1.551n (30.7mm ] ��I 1.21in i (81.2mmI 3.201 f (57.2mml 2.25in � J i 101.6mm] 4.Wn The Leveling Foot provides a means of attachment betwee n the PV array and the mounting surface a r flashed attachment apparatus and allows for easy array height adjustment (1.25" throw). The Comp Mount Type C provides a means of hashed attachment for composition shingle roofs. w The Ground Zep provides a point of connection between the PV array and the equipment grounding conductor. One Ground Zep is required for every 72 PV modules. UL and ETL listed to UL 467. UL listed to UL 2703, Universal Box Bracket AC10C Cable Clip Comp Mount "f r The Universal Box Bracket allows rapid attachmentof Clips into Zep Groove for ultra -fast and easy ZepToob4functions.itoot; FlatTooLForinter-module electrical boxes to the module frame management of PV wiring and micro -inverter cables. removal. Array Skirt Array Skirt Cap Set The Array skirt facilitates easy front -row installation The Array Skirt Cap Set provides an aesthetic cover for white providing a clean look at the front of the PV the exposed end of the Array Skirt. Made of anodized array. aluminum, each set comes with two Skirt Caps. This documendoes: not createany expressivatranty bylep Solarturabouhts products or services. lap Solar's sole warranty is contained in the writter, product warranty for each Visit tepsolar.comfor more information aboutourproducts and company. product -he end-user oocumentabon sh;pped with lep Solar s products const lutes the sole specifications referred to in the product warranty. The customer is solely responsible for verilying the suitability of lepSolar's products for each use Spec f -cat ors are t e:^c cFarge w ,-. ^ct a, T til it laa 5 .ar ln_. L1 S Patent .17 5925314S. . __ : _ j :.: -- _. - _. Page 2 of 2 T i The Comp Mount Type C provides a means of hashed attachment for composition shingle roofs. w The Ground Zep provides a point of connection between the PV array and the equipment grounding conductor. One Ground Zep is required for every 72 PV modules. UL and ETL listed to UL 467. UL listed to UL 2703, Universal Box Bracket AC10C Cable Clip Comp Mount "f r The Universal Box Bracket allows rapid attachmentof Clips into Zep Groove for ultra -fast and easy ZepToob4functions.itoot; FlatTooLForinter-module electrical boxes to the module frame management of PV wiring and micro -inverter cables. removal. Array Skirt Array Skirt Cap Set The Array skirt facilitates easy front -row installation The Array Skirt Cap Set provides an aesthetic cover for white providing a clean look at the front of the PV the exposed end of the Array Skirt. Made of anodized array. aluminum, each set comes with two Skirt Caps. This documendoes: not createany expressivatranty bylep Solarturabouhts products or services. lap Solar's sole warranty is contained in the writter, product warranty for each Visit tepsolar.comfor more information aboutourproducts and company. product -he end-user oocumentabon sh;pped with lep Solar s products const lutes the sole specifications referred to in the product warranty. The customer is solely responsible for verilying the suitability of lepSolar's products for each use Spec f -cat ors are t e:^c cFarge w ,-. ^ct a, T til it laa 5 .ar ln_. L1 S Patent .17 5925314S. . __ : _ j :.: -- _. - _. Page 2 of 2 I - - ' . , . ., - I , - . . - I I I I � I t � i" - � . J . . � . . I I � . ., I ; I , . U . .C'. ,,� - - '. - - " -. . . ... - - . - .. - . '? . - 11 . I . .. � . . I',, . , � I � I % � - , . I . " I I I � I I I I � . , - I ; . 1, . , � , � . � . I � � - � , t . I I , ". , I ? , � .,. I I . . I . I � � F5 -1 .. I , I � I I 1 I � � . I I � - � . . . I I . 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