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HomeMy WebLinkAbout44315-Z o ��EFat,f Town of Southold 3/7/2020 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41121 Date: 3/9/2020 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 600 Rosewood Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-2-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/11/2019 pursuant to which Building Permit No. 44315 dated 10/18/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on existing single-family dwelling as applied for. The certificate is issued to Hinter,William&Hane Irry Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44315 12/26/2019 PLUMBERS CERTIFICATION DATED Authorizedi ure fail(c .TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �� • 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#: 44315 Date: 10/18/2019 Permission is hereby granted to: Flinter Wm J Irry Trust 600 Rosewood Dr PO BOX 1607 Mattituck, NY 11952 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: ' 600 Rosewood Dr., Mattituck SCTM #473889 Sec/Block/Lot# 113.-2-18 Pursuant to application dated 10/11/2019 and approved by the Building Inspector. To expire on 4/18/2021. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B ector E S®Vp�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Flinter Wm J Irry Trust Address- 600 Rosewood Dr city Mattituck st: NY zip: 11952 Budding Permit#• 44315 section. 113 Block 2 Lot 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Element Energy LLC License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X 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 Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures Combo SD/CO Other Equipment. 18.90 Kw Roof Mounted Solar PV System w/60- Qcell Qpeak Duo G5 315W Modules and 60- EnPhase IQ7-60-2-US Inverters, EnPhase AC Combiner, AC Disconnect Notes. Solar Inspector Signature: Date: December 26, 2019 S. Devlin-Cert Electrical Compliance Form xls i Form No.6 TOWN OF SOUTHOLD j 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: I 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. i 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. i 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. Accura a survey of property showing all property lines,streets,building and unusual natural or to ographic - features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate If Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I 1. Certifica to 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- $100.00 3. Copy o�Certificate of Occupancy-$.25 4. Update Certificate of Occupancy- $50.00 5. Tempor try Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. I01to 1610i New Construction: Old or Pre-existing Building: ✓ (check one) I Location of Property: &00 ico}snut= ) z t as a I House No. Street Hamlet Owner or Owners of Property: I� I� ru �, ,� Suffolk County Tax Map No 1000, Section 3 Block 2Lot j 1 e Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.A I roval: P P� Underwriters Approval: i Planning Board Approval: i Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signabre­ OF SOUTyO� L4 Ll # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 IN-SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ "] FOUNDATION 2ND [ ]-' INSUL-ATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) KAELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 12J 7z INSPECTOR TD _IZ-, LuIGI CLAUDIO SCIANDRA, P.JE-.,j LJ 5 Wesleyan Court•Smithtown,W 11787-3011 •(631)543-2953-fax,(Q31)543-1526 Cdl.631-747-7497 E-mail:lcs4d(&aol.com. MAR - 4 2020 Sunday, February 23, 2020 Town of Southold . 63095 Route 25 PO BOX 1179 Southold, New York 11971 Re: Certification Letter-Sixty(60)315 W PV Roof To Solar Panel Arra& 18.90 IdN DC Total Output,for Flinter Residence, 600 Rosewood Drive, Mattituck, New York 11952 1 have reviewed the solar energy system installation in the subject topic on 10/1942019. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Town of Southold. The solar panel installation is in compliance with the requirements of the 2015 International Residential Code, the 2017 NYS Supplement to the Uniform Code, ASCE 07-10 and NFPA Standard 70 "National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission, and conforms with reasonable standards of practice with the view to the safeguarding of life,health, property and public welfare. Sincerely, Luigi Claudio Sciandra,�Professional Engineer OF, NEFIV YO 5�J`Cj1 G S C J'Aq Ve N 0, FIELD INSPECTION REPORT I -DATE COMMENTS FOUNDATION(IST) ------------------------------------ FOUNDATION (2ND) l�7 O ROUGH FRAMING& H PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Z m � y 0 ® z x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey Southoldtownny.gov PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application J Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: n Approved1"6119,20-0 Mail to: ?�rL,CtQ1 L, G cl 07tXn Disapproved a/c eL.E=m&p T&Naay -7 x{ 0 Swc%3 6LP- _ iuefc dJ�( Phone:_W31 `779 2gQ3 cgs2 Expiration ,20 ,/J% Building Inspec or 3 OCT _�2019 APPLICATION FOR BUILDING PERMIT Date 23 , 20 19 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. (Signature of applicant or name,if a corporation) c- `1 4 r70 St5na NW_ ma 4-��u Jlt.l' ' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Wah 6w and -T-, a jp � (As-on the tax roll or latest deed) If applicant is a corporation, signkature of duly authorized officer 1 (l o t (Name and title of corporate officer) Builders License No. Plumbers License No. + Electricians License No. 6 R(Q h Other Trade's License No. 1. Location of land on which proposed work will be done: UO-0 Ras-eu� House Number Street Hamlet County Tax Map No. 1000 Section ' l 3 4�'°°�'' `'Bl'ock' ?'C�Z` 'OCO '"'r" Lot O l S .©co 6!'ISi 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 ku I C1,Q" P b. Intended use and occupancy_ _ f2,qS1d,z ,1, a 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work So lcu- `►w Vn +p l Fajon (Description) 4. Estimated Cost Fee 20D (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth .Height Number of Stories 8:j,30, 9. Size of lot:Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises-U,l/pan rwr )oe cta Address Ocio Phone No. Name of Architect Address Phone No Name of Contractor 1✓Lr,m=T P Address -7wlo Som RN- Phone No. ta31���?993 1010A_1kCL l04 IcQQ_ 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 * 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 f * IF YES,PROVIDE A COPY.` STATE OF NEW YORK) COUNTY OF S,9g. k) RLC,ka-pj rz7 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Con6acipr I Ace,--J ( ontractor,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 a:3A day of 20 / PATRICIA A MAY Notary Public NOTARY PUBLIC-STATE OF,NEW YORK Signature of Applicant No. O1 MA4676634 Qualified In Suffolk County My Commission Expires March 30. 20;Z2 i i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ' Town Hall Annex- 54375 Main Road PO Box 11179 Southold, New York 11971-0959 Telephone (631) 765_-1802 - FAX(631) 765-9502 - roger.ricfrerfi` APP_--LJ_C,ATI.ON_FOR ELECTRICAL INSPECTION, - i - REQUEST D BY: � �� - _ - -- =Date:: CompanyName: - Name: nr - - --- - --- --_ - -- �___- -- ---- =-7� License No.: �aCa �=>�tc�. _ email: Address: Li 10 5b�_w D Phone Noq_ JOB SITE INFORMATION: (All Information Required) e ' Name: -lamtoi-n - - - -- -- - Address: , p.�� Cross Street: -_ - - --_ -- -- - -_-- --- -- ------ - - i ;Idg.Permit al hone No.: #: �A_ - - - email:— -�'nc _D aQ , Tax Map District: 100U Section: 11 flock_ _-� _ _Loi:, x - — BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: _ Is job ready or inspection?: YE ANO Rough In Final Do you need a Temp Certificate?: YE NO Issued On, i 't6mp Information: (All information required) lienrib',Size 1 Ph 3 Ph Size:_ __ --A #Meters_ _ Old Mete New Se—Vice- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Ovarhead i#=.Underground Laterals_1 2 H Frame Pole Work_done_onrvic .See? Y- -.N ►dd-Itional I 'formation: — - - - --- -- -- - - = --- - - -- 1_---_ -�. - - Pid►Xlkl[ENT D:U '1t1ITH APPLlCAT1Cl!d -- --`=T -- - 82-Request far Inspection Form.xls F soUri®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 8, 2020 Element Energy 7470 Sound Ave Mattituck NY 11952 Re: Flinter, 600 Rosewood Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Still need engineer's post installation certification letter 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—44315 -Solar Panels New York State Insurance Fund Workers'Compensation&Disabilldy Renejlls Speclalisa Since 1914 8 CORPORATE CENTER DR,3RD FUR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) El .-W, - A A A A A A 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 Q HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD 7470 SOUND AVENUE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD 71DATE 12449444-5 131560 07113/2019 TO 07/13/2020 7/24/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 4445, 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, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IAMNW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY, 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 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:719279724 U-26.3 Cff A�CCt7RO CERTIFICATE OF LIABILITY INSURANCE DarE(MM71/25/2Y19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditlons 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 endomement(s). PRODUCER CONTACT NAME: ROBERT S.FEDE INSURANCE AGENCY PHONE - FAX 041-350-1 Itib 23 GREEN STREET,SUITE 102 EMAIL (AIC. °' HUNTINGTON,NY 11743 -APOREE4, ROBERT S.FEDE INSURANCEINSURERS AFFORDING COVERAGE NAIO ON INSURERA: INSURED INSURER 0:STATE INSURANCE FUND Element Energy LLC INSURERC:AMTRUMORTH AMERICA ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURER F. MATTITUCK, NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. � S TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP POLICY NUMBER MMI081F Y MMIDDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY X CL00275204 7/14/2019 7/14!2020 EACH OCCURRENCE f 1,000,000 CLAIMS-MADE �OCCUR PREMIE Ea ccaare E 100,000 A MED EXP(Any one i 55000 PERSONAL 6 ADV INJURY ! 1000000 GEN'L AGGREGATE LIMIT APPLIES PER, GENERALAGGREGATE E 2,000,000 POLICY[:]jECT rI LOC PRODUCTS•COMPIOP AGO $ 2,000,000 OTHER S AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT S Ea as' n ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Pereaidenl) S HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident s X UMBRELLA UAB X I OCCUR XL00011240 7114/2019 7/1412020 EACH OCCURRENCE : 1,000,000 A EXCJISS UAB CLAIMS-MADE AGGREGATE 3 QED I I RETENTIONi WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY YIN 24494445 X STUTE TA ANY PROPRIETORIPARTNERIEXECUTIVE 7!1412019 7/14/2020 E L EACH ACCIDENT S 1 040 B OFFICERIMEMBER EXCLUDED1 NIA X (Mandatory In NH) EA_DISEASE-EA EMPLOYEE S Xyea describe under DESL� TION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S NY State Disability WDL10279340 7/14/2019 7/14/2020 statutory DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,AddItIonal Remarks Schedule,may ba attached 0 mora space Is required) CERTIFICATE HOLDER LISTED IS AN ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHO_R�IIZEED_FUIPRESENTATIVE R[JT7�iF�L.S- Fedes Sr. 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2018/03) The ACORD name and logo are registered marks of ACORD s APPROVED AS NOTED B.P.# DATE: ' .3 FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802. 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING INSPECTIONS: INSPECTION REQUIRED 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENT-- OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS,REQUIRED AND CONDITIONS OF • �91�A Z6A *6Mfft-T6*N-F'6�B0ARD sa�el-�orts�s N. . .DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOr I PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Kl _ WIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court•Smithtown,ICY 11787-3011 •(631)543-2953 fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, October 09, 2019 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Sixty(60)315 W PV Roof Top Solar Panel Array. 18.90 kW DC Total Output,for Flinter Residence, 600 Rosewood Drive, Mattituck, New York 11952 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site VisiWerification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include ever sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The existing roof types are as follows: Residence Roof, Array 1: Single layer of asphalt shingles, 5/8" plywood decking, 2"x8" at 16"on center Douglas Fir rafters, 2"x8" Douglas Fir ceiling joists at 16" on center, 2"x4" Douglas Fir collar ties at 48"on center, Roof pitch 40°. Residence Roof, Array 2: 1 e i _ a Single layer of asphalt shingles, 518" plywood decking, 2"x8" at 16" on center Douglas Fir rafters, 2"x8" Douglas Fir ceiling joists at 16"on center, 2"x4" L. B. W., Roof pitch 100 . Residence Roof, Array 3: Single layer of asphalt shingles, 5/8" plywood decking, 2"x8" at 16"on center Douglas Fir rafters, 2"x8" Douglas Fir ceiling joists at 16" on center, 2"x4" Douglas Fir collar ties at 48"on center, Roof pitch 40°. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq.ft. Solar Array 1, Dead Load: 2.8 lbs/sq. ft. Total Unit Weight of Array 1: 411.6 lbs Solar Array 2, Dead Load: 2.5 lbs/sq. ft. Total Unit Weight of Array 2: 1076.1 lbs Solar Array 3, Dead Load: 2.7 lbs/sq. ft. Total Unit Weight of Array 3: 1428.1 lbs The above values are within acceptable limits of recognized industry standards for similar structures.The structural analysis, performed for the existing structure and for the solar panel arrays,utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly.The onsite inspection and the photographs show that the roof framing is in good conditions. However, the building owners are'to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time,then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2015 International Building Code, the 2017 NYS Supplement to the Uniform Code, SEVASCE 7-10 "Minimum Design Loads for Buildings and Other Structures", 2014 NFPA 2 Standard 70"National Electrical Code",current industry standards and practice and based on documentation and data supplied by Mys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, Ala o Scian-dra, P. E. OF NEW y C, G`C SCIgNop t v '9 �0 080935-1 pROFESSION0- 3 SCOPE OF WORK DE5IGNCDRAFTING BY: ELEMENT ENERGY LLC TO IN5TALL A 18.9 KW SOLAR PHOTOVOLTAIC(PV)5Y5TEM AT THE FLINTER RESIDENCE, / REVIEWED BYJ,M.NABCEP LOCATED AT GOO ROSEWOOD DRIVE, MATTITUCK, NY 1 1952. fi „ CERTIFIED THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED 051112-129 WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. r� REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. , �f DESCRIPTION DATE REV ORIGINAL 08.23-2019 SYSTEM RATING o 18.9 kW DC STC p P EQUIPMENT SUMMARY 1 GO QCELL5 Q.PEAK DUO 5LK-G5 315 PV MODULES 1 GO ENPHA5E IQ7-GO-2-U5 MICRO INVERTERS I IRONRIDGE XR100 MOUNTING 5Y5TEM �` j CONTRACTOR SHEET INDEX _ _ ELEMENT ENERGY, LLC. PV-I COVER _ PV-2 51TE PLAN F=- 7470 SOUND AVE PV-3 ROOF PV LAYOUT TO'_ MATTITUCK, NY 1155 PV-4 STRUCTURAL/DETAILS,�5ECTION5 r LICENSE #43889-H PV-5 3-LINE ELECTRICAL DIAGRAM LICENSE# 52689-ME GOVERNING CODES 5r_ _��! •- 2014 NATIONAL ELECTRICAL CODE, PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND NY5 2017 SUPPLEMENT. UNDERWRITERS LABORATORIES(UL)STANDARDS LL CV 05HA 29 CFR 1910°2G9 PROJECT LOCATION Lu Ln GENERAL NOTES k "y�"aw,i"£:.n. - r,' w:�`e n.;,` i.:,` C,�l:`hr•v 'k Q _� 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT t --.-F-ir d 9^t�.'r re '' •t.,,.'tir'kV« .] jar. THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE . K�` ` ��, . _°:•°' �,�;ST't` O HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ° O z AGREE THE SAME. '' LLJ 2, CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS , CERTIFICATES OF OCCUPANCY, " 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, LE, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM �_. LU � CONTRACTOR'5 LIABILITY, WORKMAN'S COMPENSATION, "„<< = ' ` =i "' "M4 " AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. i " " ADEQUATE FOR T ETC.. THE PURPOSES 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION '�-� ,, � ��•' ?_'„ F"�="� '' .` _z OF THIS PROJECT AND FURNISH PROOF OF 5AIVlE PRIOR TO ALL RULES AND REGULATIONS OF THE RESPONSIBLE , COMMENCING WITH WORK. t— JURISDICTION. I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR a ,'t, #> ;,, . ;f ;,, LL O Q 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS �{_. ,r. �:<,;. MAINTAINING SAFETY ON THE JOB 51TE DURING THE ' ` WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, �. „' THE CONTRACTOR SHALL STOP WORK AND NOTIFY THECONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS y p t��; °,rAR.y I� V's Vit. , t6 •• .. :.µ.:,t„yr°-_a. °° ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ;G`;`,yR�x,. ,••�X; '`� ' *•r`��'.L ,;.�.�, r. °°w-'>-: `- CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT y,�r C 41. j' i �r' „�;`a' ; A 'add' %+"„,Sy ."WS %�;.• N �' LIMITED TO: PROVIDINGFOR ADEQUATE AND PROPER BRACING, RE5PON51BILITYAND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY �°AST-, 4��:,��,i,�,''s;;,:�' •' �x�� ,,��r,3 �F� �r r��• SHEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE ' i SCAFFOLDING, STAIRS, ETC..AS WELL AS PERMANENT '� FABRICATED AND INSTALLED AS PER LATEST A.1.5.0 _ � °-: -. ,.,' �-"� a�.,-•' . •�=.s:..�, CONSTRUCTION. 6A SPECIFICATIONS. AllI ` rr,. , COVER 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE _ ' ',`';,;.: '., w :_, i.."'+ •, G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE , °• xa, °3" - UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. $ DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING ' NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND �_;,(,. - � � ' ��'•�•*;: ,••'. }` ,';= ,r,e; COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS ;'_; >,";> - �,k.- ,;,,,:. ; DRAWING 5CALE '° . 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 -. s*•.;;, ., _ .,,r , r CERTIFICATION OF THESE PLANS. `'" '"'�'�`+�,, ;r,; .£�4 --: ' I� - �� ';��x;."".,, � )� � �. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON �M t"r1' G 8.THESE DRAWINGS A5 INSTRUCMENTS OF SERVICE ARE AND "' =�,•u` `�, ; ., '�"� • I" ."-�;�='a'° ,r N .T.S..�.J. A WEEKLY DA515 OR SOONER IF CONDITIONS WARRANT, ” `• `' M SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE ;= °rte 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, �.,� .�"�,:,.�`,•c?,=.�z�,a''r -�;�- °, ��;��-''�-OF ALL DEBRIS AND EXCESS MATERIALS,THE FACILITY IS TO BETHEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETEDTO THE EI HXTENSIONS TO T 5 PROJECT r., '':r :eN na � F 'Y `” '; :` s . 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF ' "_ ' SrpIEEr NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. AERIAL VIEW I V— I RESULT OF HIS WORK. 1 i DE51GN 4 DRAFTING BY, 0, „j/, /,�,f f, j l j, ELEMENT ENERGY LLC —321-7— 21-� II f i i i`' REVIEWED BY J M.NABCEP o 033 o %�;'%f /�i%; J — i%j/ CERTIFIED /, r�/ // -x 031112-129 '!i%i 051112-129 ;,j,'. %i'i REVI51ON5 DESCRIPTION DATE REV ORIGINAL 08-23-2019 1 3n moi%,' 4 SETBACK Q°rRIDGE/ �/�i%/;//.cDa�j !%nf/` 5'— f 1” CONTRACTOR 1 1 —74 /,' % %%'%.;"/''% ELEMENT ENERGY, LLC. 7470 50UND AVE 18"FIRE SETBACK RID(E, — % li�,i'i%ii,%iiirr%i•: i'.//,. rr�irr,;///i;'%�; ��//:,r� MATTITUCK, NY 1 195 LICENSE # 43569-H LICENSE# 524(59-ME Z PROJECT NAME 20'-92 X; 11 W CV ?86 W /r X' zC) — I) _ cl7 r %, o ADDITIONAL ROOF VENTING uJ j AT GABLE ENDS ry Lu O 0 — J I 1 11 O Q 315— 14 LEGEND c EASTING UTILITY METER MAIN SERVICE PANEL ERNEW PV SUB-PANELS ADISCONNECT /C BTER 5HEET NAME INVERTERS DRIVEWAY � GNI)°EG,RDDE PV MODULE S 1 TE FLAN _RACIGNG RAIL 3 GI' x 30' GROUND ACCE55TYF. o ATTACHMENT POINT ---RAFTERS -*--ROOF PITCH ANGLE DRAWING SCALE ®j SUNRUN METER NVENT N .T.S . OPLUMBING VENT CONSTRUCTION NOTES —" — — -- --- ----- — — ®SKY LIGHT 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE p C ®CHIMNEY 5HEET NUMBER MANUFACTURER15 1N5TALLATION INSTRUCTIONS. R05EWOO D DRIVE GOOD CONSITE TIOSHINGLES PV-2 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ®coop CONDITION POlEN71AL SHADING ISSUES 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ❑TRIM/REMovE AS NECESSARY WIN ■■■■■■ ■■■■■■ ■■■■■■ ■E■■■E ME NNE ■■■■■■ ■■■■■■ ■N■■■■ ■■■■■EMom ENE 01 OEM mom REIN MENNEN _101 0 IMMEMS --vva av-�a- -v-v- 'dvvvv --vv- --v-� ■■■■En ■11■E■ ■■n■1M ■N■■1■ m■mn■E EEE■■■ ■■■■■■ ■E■Mm■ ■■■■■■ =�� ■NONE n limmomom m■■1■m 15n■E■ ON MEN ■EEE■■ ■■MMES ■o■nmN E■m■■n . - - . m■1■Nn ■MENU■ M■N■■■ EU■■E■ E■NE■n Na■■■■ M■M■■M ■E■■■■ No mom •r ��� uiiiin io■i■i Now—M ■amom- 6iMiiu iuimom ME ME MMEN ■ MEMEME -.. .- MEME■M ■5■■ MENNEN,■N■■■■ nEMNEE Ne■mon OEM NO ■N■■E■ ENI■■] .. - . ■■■m■■ ■E■■E■ ■■■■mO M■■ ■■■■■■ EEE■■O ■■■■■O ■■mm■■ ■■■■■■ Ne�MEN ■MENEM PENN ■ EMM■NS M on MOM OMENM ■MEMOS . - -•.rFEE M WHO MUM ■s■■■■ ■ M ■ Es■■■■ ■ M■■M ■■■■■■ ■■ E iie __E■a■ __■■■5511m1 ■■■■ ■E■■E■ M■M■■M ■USE■■ E■M■■S ■ ■■■■ SEME■ EM■■■■ ■■M■■MI ■ 0Inmommmso ■■■■M ■E ■■■ ■■1E ■ ■■E■ ■E ■■ MENNEN ■EM■1■ ME■■■■ ■■■■■■ ���-----� SEMMES ■m■■m■ n■m■Us■■■■■ ��� M■m ■ E ■■■■■■ ■■■■■■ ■■■■■sommm■ EWIM ME ON In MMENO Emmons ■■MEMO ■■■Y■■ �N■■■■■ E5EMMIM■E■■E NNNNNM m■moom ■e■1■■ E■M■NE ■M■EEM momms ■■E■N■ , -----. —-- ------ e■■■■e■■■■ ■■■■■■■■■ E■1■■■■11■ ■M■■s■N■■■ ■s■■■■e ■■ Mom■ ■■moss E■■■■■ ■1M■M■ E■■E■■ ______= ___ _ ■■■■■■ ■■M■■■ ■■Me■■ ■1m■E■ MENNEN e1■■■E■■■■ ■■E■■■■■■■ ■■1■■■■■■■ ■s■■■■om■e ■■■■■■1■■■ ■ammo■ s■M■M■ ■EnnE■ MENNEN ■■■EMM Imoommmoomm ---------ON�������������������v�i���������1 MEMS --qEE■ ENN1N■ NEE11■ m■mm■■ -----v---- �----v----- --v----v-c ----v----u -vv-v-vvv� ' --• . iNini■ iiv■■■ ■isUii ■OM1■■ E■En■■ ■■■NEM 11N■N■ E■EEn■ ■ E■■■ NN1N■M ■■■■ �s0 M 0 No mom■■m■■■ m■■m■■ ■■■■U■ ■■■■■■ MAIMMEM ■■■■5■ - vim vv-uv ----�' ---u ' is mom ■■E■■M ■■m■■m 1■MEN■ MESE■■ '-■■■■■vv--■ v M1■N■■--- MEMN■■ M■MM■M MEM■■■ ■■M■■S ■■NEE■ E■■a■■ ■■■■M■ 1 ■■Eom■ m1■m■■ ■■EEO■ mmmm■■ ■■■■n■ ■E■■■N ■■MME■ ■■MNON ■■■■■■ o■■E■■ ■Mone■ m■■m■■ ■E■■E■ M■■m■■ MENNEN • �• ■■m■■m ■■E■■■ E■E5■■ 1EEME■ m■■m■■ ■■■E■■ m■■m■■ ■■■UE■ m■■m■■ ■■■■E■ • • mom -9 -OMENS OHNN MONO NONE 0 ME 009 MEMNEU lommum■ E■Mm■■ ■■■■1M MENNEN MENNEN M■■N■■ ■m■mU■ ■■■■■O ■■■■■O ■■■■■■ ■■■■■M ■MENE■ ■■■■M■ ■■■■■■ ■■■■YO ■■■■■E ■■■■■■ EEMo1� ■■E■■■ ■■■nE■ 1E■■1■ ■n■mE■ MEM■■■ MONEOE ■MASENSE�0 MENEMmom � ■ENE■■ ■■■■E■ MENNEN M■■■■■ HOME E■■■■■ M■■E■■ MENNEN 1 ■■m■nMfi ■MNEME 1mom ■515■■ ■En■M■ E■■an■ ■■1■1M N■■s■■ E■N■UM EEnEE■ ■■■1n0l ■■N■■■ EM■E■ ■■■NMN ■■M■m■ NONE ■■■E1■ m■■m■■ ■■■EE■ m■■m■■ 1E■En■ ■■M■■S ■EM■M■ ■■■■■■ ■■E■ME M■■■■■ E■■■■■ ■■■m■■ ■■■■■■ 1■■E■■ ■■■■■■ -. - • ■1M��r 1Er�M■ ■E1Yn■ 11n■1■ E■11EN ■■1■E■ MEMN■N mo■moN �MENEM ■maim■ , ■■M■■S ■■EEM■ ■■EE1■ on EMS E■■N■■ ■■E■E■ m■Em■■ MEM■E■ mmmmm■ Em■■n■ . . i� ■■■■EO ■■■■EO ■■■■■■ E■■■E■ ■■■■■■ E■■■■■ ■■m■m■ ■NONE■ m■m■Y■ SEEN-M ���ENE so mom moommi MEMO EMMON■ BoomMENNEN SEE on ■■1■E■ ■1M■E■ ■■■■■E NONE In OMEN ■■■■E■ mom on ■■■■N■ � .' ■■MEM■ M■ ■■■■■■ m■■m■E ■■■■m■ ■■■m■E ■■■■U■ Mo■N■■ ■■■1a■ ■■M■■■ ■■En■U ■■■■E■ ■■UE■E ■■U■m■ m■■m■■ ■■NEON m■■m■E ■■■■E■ ■■N■E■ ■■■1■■ ■■E■■■ M■■n■■ E■■■m■ M■■N■■ ■■■■m■ m■■m■■ ■■■■n■ •• M ME MEN mmi'mmomms mmmoun MENNEN Emmons -1 LOAD CALCULATIONS ARRAY#I ARRAY#2 ARRAY#3 ITEM DESCRIPTION ARRAY#I ARRAY#2 ARRAY#3 DESIGN 6 DRAFTING BY Module Wel ht 4 I.20 Lbs 4 120 Lbs 41.20 Lbs (R) Rafter 2"x 8"D-FIR I G"0 C 2"x 8"D-FIR I W 0 C. 2"x 8" D-FIR I G"O.C. ELEMENT ENERGY LLC REVIEWED BYJ M.NABCEP Of Modules 8 23 29 (D) Deckin 5/8' PLYWOOD 5/8'PLYWOOD 5/8u PLYWOOD CERTIFIED Total Module Wel ht 329 6 Lbs 947 6 Lbs 1 104.5 Lbs (C) Collar TIe5 2"x 4" D-FIR @48"0 C 2"x 4" L.B.W 2"x 4" D-FIR @48"0 C. 051 112-129 Total Len th of Rad 67.7 Ft 1 77 2 Ft 196 Ft (J) Ceilin J015t 2"x 8" D-FIR @ I G"O.C. 2"x 8" D-FIR @ I G"O.C. 2"x 8" D-FIR @ I G"O.C. Rall Wel ht per Foot 0 68 Lbs 0.68 Lbs 0.6(5 Lbs (P) I Pitch 40° 110, 140° REVI5ION5 Total Rad Wel ht 46 Lbs 120 5 Lbs 133.3 Lbs (RB) I Ridge Board/Beam 2"x 10" D-FIR 2"x 10" D-FIR 2"x 10" D-FIR DE50RIPTiON DATE REv #of Standoffs 18 40 50 (H) 1 5 an'W1dth of Rafter(R) 100" MAX 1120" MAX 1150 MAX ORIGINAL 08-23-2019 Wel ht per standoff 2 Lbs 2 Lbs 2 Lbs Total 5tandoff Wei ht 36 Lbs 80 Lbs 100 Lbs Total Array Wei ht 41 1 .6 Lbs 1076.I Lbs 1428.1 Lbs Point Load 22.9 Lbs 26.9 Lbs 28.6 Lbs (R) (RB) Total Array Area 148.1 51 ftl 426.2 51 Ft 539.5 5ci Ft �� (D) Arra Dead Load 2.8 Lbs/5 Ft 2 5 Lbs/S Ft 2.7 Lbs/S Ft CONTRACTOR ( ) ELEMENT ENERGY, LLC. 7470 SOUND AVE AseCE 7-Method 1: (fi - ) e - I (C) MATTITUCK, NY 1 195 P 15t45_Kzt I Pnet30(e 6-2) Kzt(sec 6.5.7) I ne a e - # LICENSE # 43889-H CLIMACTIC AND Ground Wind 5peecl Live load, Point Max fastener LICENSE # 52689-ME GEOGRAPHIC DE51GN Category Snow Load 3 sec gust pnet30 per pullout loac Fastener Type spacing along CRITERIA Pg mph A5CE7, p5i Ib. rails, in. A # 20 130 # 468 5/1 G"x G"5tainle55 5teel of Roof Section B # TYP. TYP. # TYP. Lag Bolts 64 (N PROJECT NAME # (J) For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. LLJ (V a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as W from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 U Qdetermined or C 652. z b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with W the minimum depth of footing below finish grade. ROOF FRAMING DETAIL n 0 C. The jurisdiction shall fill in this part.of the table to indicate the need for protection depending on whether there has been a history of local 0 Z subterranean termite damage. 0 d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map f Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. W e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the U International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP as determined by the building official. Il_I 0 f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. SouaR MODULE z g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and 5TAINLE55 STEEL 3/6' Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a BOLT AND NUT Q Q minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, LL 0 as amended or revised with: I.The accompanying Flood Insurance Rate Map(FIRM), IRONRIDGE ALUMINUM RAIL ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM°L°BRACKET iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM FLASHING SHEET NAME h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." ST RU CT U RA 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100- ear 99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method Base 32'F)." ASPHALT SHINGLE ROOF y ( p ) 9 ( ) 5/I 6"x 6"STAINLESS j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air STEEL LAG BOLT WITH Freezing Index-USA Method(Base 32°F)" 2 112THREAD k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind PENET TRAATITI ON SEALED WITH GEOCEL 4500 DRAWING SCALE speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER) 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this AS NOTED part of the table with"YES"and m, in accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet SHEET NUMBER above 1000 feet. (*) See Figure R301.2(4)B. MOUNTING DETAIL 1 I 50LAP,ARRAY(18 9 IW) (GO)OCEIL O PEAK DUO BLK G5 315 SOIAR MODULE TYP DESIGN 6 DRAFTING 13Y*(2)SMIG5 OP(16)MICRO-INVERT-cR9,(1)5TWNG Of(15)MICW-INVERTERS/(1)5TWNG OP(13)MICRO INVERT ELEMENT ENERGY LLC REVIEWED BY J.M.NABCEP CERTIFIED 5TRING#14 5TRING#2(fYP) _ _ _ _ _ _ _ _ _ _ _ _ _ _ = 051 1 12-129 r— --------------------- — G G G G BRAENFHA5E BRANCH TERMINATOR-Dr. REVISIONS �-- -------------- ---- c c c c c i ----` ----' `---- ----- ----' '---` '---' '---' ----` '---- `---~ ----- DESCRIPTION DATE REV ORIGINAL 08-23-2019 I I I 5TRING#3 TO UTILITY GRID I �— ------------- I j �_ _______________ c c c c c c c c BI-DIRECTIONAL — -- `-- — --- — — --' --- — ---- -- UTILITY METER I 1-PHASE,240 V I I I I STRING#4 2 N — ° CONTRACTOR F — — —~ — — I ----- ----- ---- ----- ----- ----- ----- ----- -- -- ----- ----- ----- MICRO INVERTER POINT OF INTERCONNECTIONI I 1 2 N BRANCH ELEMENT ENERGY, LLC. I I _ CIRCUIT RCUR CABLE TYP ENPHASE 107-90-2-US AC DISCONNECT PER NEC 240 21(B)f I)4 G90 G4(A) 240 VAC,1 0 A LENGTHOF TAP CONDUCTORS50 7470 SOUND AVE I 1 97%CEC-WE240VAC,IOOA IGHTED EFF D D223NRB 5HALL NOT EXCEED 10 FT NMATTITUCK, NY 1 195 I I I NEMA G.UL LISTED NEMA 3R UL LISTED I I I I I AC COMBINER BOX (2)BO A FUSES 240 V.200 A MAIN SERVICE DISCONNECT LICENSE#43889-H ENFIIASE AO COMBINER BOXA I i I 240V WA.NEMA 3R,ULL15TED - BO• Irk L1 # 52689-ME 1 ) I (4)2 POLE BRPAKEP5 240 V.20 A T T L1 2 2 (�F] LI 1GI N L LI ICI N LI pq, 11TTI 20A TTI 20A TTI 20A Y• �T{I — N N 1 r — — --J I r-------------------- ° ---- I 2 2 PROJECT NAME 31 T} - --------- LLJ 1 N 2 2 MAIN SERVICE PANEL W > u J J I 3-W 240 (\� 240 VAC U LL�� 200 A ^ Q — S• I LU Q — G D(15TING GROUNDING O z I I ELECTRODE 5Y5TEM ! 1 I �__-----------i O I tj I L---------------------------------------------------------------------------------------------- W WIRE*CONDUIT 5CHEDU_LE W O CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% LD.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE _Z 310 15(13)(3) 31015M)(2ay(3c) J O STRING COMBINER PANEL AWG#6 1 8 0.7 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I° 709C 0.65 110 FT 08% OR EMT rOn (2) COMBINER PANEL AC DISCONNECT AWG#4 I 3 I THWN-2 AWG#8 1 THWN-2 CU PVC 111 4590 057 25 FT 0 6%D f'3 I AC D15CONNECT MAIN PANEL AWG#4 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I" 45°C 057 1 O FT 0.0% ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 5HEET NAME I )ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION #I PV Source Circuit Wire Am act Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90°C WET ENVIRONMENT p ty Modules per Stnn 16, 16, 15,# 13 3-LINE DIA. 3)WIRING,CONDUIT,AND RACEWAY5 MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC 690.8(8)(1)]: (1-9c)'(#of 5tnngs)'(I.56)= 20 A TO,AND LOCATED A5 CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG#8,ampacity'Temp Derate'Conduit FIII Derate= 25.03 A Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 25 03 A> 20 A,therefore DC wire 51ze 15 valid Number of Inverters 60 COMPLY WITH NEC 1 10,26 #2 Combined Inverter Output Wire Ampaclty Calculation Record low temp _109C 5)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) =75 A Voc Temp Coefficient -0 24%G/eC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550RIf5 TO FULFILL AWG#4,derated ampaclty'(Temp Derate)*(Conduit F111 Derate)=82 65 A DRAWING SCALE APPLICABLE CODES AND STANDARDS. 82 65 A> 75 A,therefore AC wire size Is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS 6)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Operatinel Current 9 4 A =(#of strin s)'(Im ) THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. O erat n Voltage 33.5 V =(#modules In sene5)'(Vm ) i `� •T 7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE #3 Combined Inverter Output Ampacity Calculation ° Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) = 75 A Max.System Voltage 44 2 V =(#modules In serves)'[(((-###%V/C'O I)'(Lo Temp##gC-25))'(Voc))+(Voc)] 8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE AWG#4,derated ampacity'(Temp Derate)*(Conduit FIII Derate) =82 65 A Short Circuit Current 12 4 A =(#of 5trmg5)'(I5c)'(I 25)per Art 690 8(A)(1) SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E C VIA WEED LUG 82 65 A>75 A,therefore AC were size is valid AC SYSTEM SPECIFICATIONS SHEET NUMBER OR ILSCO G5L-4DBT LAY-IN LUG. Max AC Output Current 75 A ��— 10 OR)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5ltwe/necgatwe) O eratm ACV e 240 V 10)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 I