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��o1QSUFfOLXci Town of Southold 10/20/2022 y� P.O.Box 1179 o • `+ 53095 Main Rd QVI y�0 ap S` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43516 Date: 10/20/2022 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1470 Central Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2020 pursuant to which Building Permit No. 45314 dated 10/9/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to Lang,William&Rita of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45314 1/21/2022 PLUMBERS CERTIFICATION DATED 0 (70 ze Signature gUFFO�,rc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY AI 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#: 45314 Date: 10/9/2020 Permission is hereby granted to: Lang , William 1470 Central Dr Mattituck, NY 11952 To: install roof-mounted solar panels to existing single-family dwelling as applied for. At premises located at: 1470 Central Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-2-12 Pursuant to application dated 9/28/2020 and approved,by the Building Inspector. To expire on 4/10/2022. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Bu' ' 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. I�12p a New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: C Mimi (� M�IL House No. Street Hamlet Owner or Owners of Property: Val I o-M Z� Na- 1=sic Suffolk County Tax Map No 1000, Section Block OZ-CO Lot 0(2,CM Subdivision ° Filed Map. Lot: Permit No. l ✓ I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �j`U Applicant Signature '�\pF SOUTyoI Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlinO-town.southold.ny.us Southold,NY 11971-0959 �yMUNT`(,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Lang Address: 1470 Central Dr city:Mattituck st: NY zip: 11952 Building Permit#: 45314 Section: 106 Block: 2 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: element energy License No: 52689ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: 8.84kW roof mounted pv solar energy system w/ 26 Qce11340, Enphase IQ3 Notes: solar Inspector Signature: Date: January 21, 2022 S. Devlin-Cert Electrical Compliance Form *OF 50O- I y ! L [ O f # TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL -[ ] - FIREPLACE'&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION C ] PRE C/O REMARKS: , �� �6e�` -al C — GK DATE ZZ INSPECTOR '- r _! * TOWN OF SOUTHOLD BUILDING DEPT. °`yrourm '�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING �FINAI-Sd-ftrt, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - REMARKS: © Q ak�n-t t. cwt f rz) ��GCIHSG �iCvf•'F`•� l-L- DATE INSPECTOR LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court - Smithtown, NY 11787-3011 - (631) 543-2953 fax (631) 543-1526 Cell.631-747-7497 E-mail: Ic Ad0aol.com i Tuesday, October 04, 2022 Town of Southold Town Hall 53095 Route 25 PO Box 1179, Southold, New York 11971 Re: Final Certification Letter for Twenty-six(26)340 W PV Roof Top Solar Panels, 8.84 kW DC Total Output,for Lang Residence, 1470 Central Drive, Mattituck, New York 11952 I have reviewed the solar energy system installation in the subject topic on 09/21/2022. 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 2020 NYS Residential Code,ASCE 07-16 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 NEVA Y O o [ ddb 0 D 0 CT 1 3 2022 AROFce S'°N� BUILDINGDEPT. TOWN DE SOETHOLD FIELD-WgPEtTiON REPORT:` DATE G0� 1aTTS FOUNDATION(1ST) ----------------- ---- -- FOUNDATION(ZND) ROUGH]FRAIVIING PLUMBING :. • 7777 -7 INSi(.Z,ATIONTER N..Y. STATE ENERGY CODE .01 :FINAL . �` TOWN OF SO.UTHOLD BUILDING PERMIT AEPLICATI N,CHECKLIST BUILDING DEPARTMENT Do you have or need the follow ng,before applying? TOWN HALL Board of Health SOUTHOLD,NY.11971 4'sets of Building Plan TEL: (631)765-1802 Planning Boaid approial FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO.. Check Septic Form . Trustees. . . C.O.Application Flood Permit 161 Examined 20 -A Single&Separate Truss.Identification F rm. Storm-Water'Assessm nt Form. /� Contact: Approved 6 20 �� Mail to PP R� (19 o�Lj Disapproved a/c y p ill /l�jo1 Phone: (Q - Expiration '20 DDAPPLICATION Building Inspector FOR BUILDING PERMIT S E P 2 8 2020 Date l 'go. QQ ,20 " INSTRUCTIONS BT,lMDI G DEPT. TCEI'Tfii 'Wf Jff3 i0MT 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 Buil ling 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,regula Vons affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of th .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 - s cribed.The applicant agrees to comply with all applicable laws, ordinances building'codiah6usirig code rand re ulatib:s, d to admit authorized inspectors on premises and in building for necessary inspections. �.�meaJ k LLC (Signature of applicant ourame;if.a corporation) X1470 3oui n d flue !l A A (Mailingaddress of_apl�licant) . State whether applicant's owner; lessee, agent, architect, engineer, general contractor, electrician; luinber or builder r C-A -- � (Asl on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer i (Name and title of corporate officer) Builders License No. 1(53&q—H Plumbers License No. Electricians License No. 52(pSq- ge Other Trade's License No. 1. Location of landri which proposed work will be done: I I q,70 House Number Street ; Hamlet ! County Tax Map No. 1000 Section Block, Lot O( . O Subdivision Filed.Map No.' Lot 2. State existing use.and occupancy of pre�}ses and intended use and occupancy of proposed construction: .. a. Existing use and.occupancy. I<aslderdl�i b. Intend i duse and occupancy k1 a�� , I n�(J 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Julox 1\Y1f rv5},a (� ficin (Description) 4. Estimated Coit Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage,nus ber 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 I . 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 NLimber of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises)k�jjanj 0j Address l47Q Gn4m.j W Phone No. 90- 5703` f)S_? Name of Architect Address Phone No Name of Contractor F((=MF)IIT LEF 6 V LLC Address '740 Swn� fie Phone No. fv31 ��9-X993 > -h-WC*-1_ ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES. NO�P * IF YES, SOUT"HOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet'of a tidal wetland? * YES NO >4 IF YES,D.E.d. PE TS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. i " 17.If elevation at;any point-on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any��"1�c___o_�venants and restrictions with respect to this property? * YEST NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK): C0?L TY OF ) ( ckc, -7r ��on being duly sworn, deposes and says that she is the applicant + (Name of individual signing contract)above named, Q (S)He is the 4Q I l (Contra tor,Xg6nt,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 m .this i 9 day 0f 20 —)-d44 Notary Public A MAY Signature of Applicant NOTARY PUBLIC-STATE OF NEW YORK No. O1 MA4676634 Qualified in Suffolk County My commission Expires March 30. 20_�-,), DocuSign Envelope ID:984471BB-9740-4281-A55F-151838458F00 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at I, Rita Lang 1400 central Drive (Print property owner's name) (Mailing Address) Mattituck, NY 11952 PATRICIA GIBSON do hereby authorize (Agent) Element Energy LLC to apply on my behalf to the Southold Building Department. CDocuSigned by: }a 1 a 8/21/2020 (Owne�r�s` Siignature) (Date) Rita Lang (Print Owner's Name) r rFFOI BUILDING DEPARTMENT-Electrical Inspector 1 CCV TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 •? Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ; Kz rogerr@southoldtownny.gov— seand a-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: " LSC Name: License No.: 5Z(p%9- ME email: ktf1ers Address: -�uO0 gets Rvr— flS?— Phone No.: �3i --r?R - 7993 JOB SITE INFORMATION (All Information Required) Name: � - Address: 0 Cross Street: Qc)� Phone No.: Bldg.Permit#: t45 3/ email: Tax Map District: 1000 Section: )06.0() Block: bZcx) Lot: 01 BRIEF DESCRIPTION OF WORK (Please Print Clearly) S010R- Z& QWI ? 7 - TAQP Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION n � ail Request for Inspection FormAs Iii r � vv -r.�r �n g�f FOS .- O V BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD c 15 Town Hall Annex- 54375 Main Road - PO Box 1179 v o�Noov Southold, New York 11971-0959 oi so Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCc�southoldtownriy:ciov seandia'�soi.itholdtownny gov.. APPLICATION FOR-ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dater Co ' mpany Name. Electrician's Name: jam` j C License No.: Elec. email:. Elec. Phone No: I request an email copy of Certificate of Compliance Elec. Address.: O 1'�r�✓rJ :Tl� // S�3- JOB SITE INFORMATION (All Information Required) Name: Address: 111-70 _Cz=62L Cross Street: - Phone No.: BIdg.Permit#: email:. Tax'Map.District: 1000 Section: Block, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): -7 ff-a �a3) � �- 10-7 Square Footage: -Circle All That Apply: - _ Is job ready for inspection?: YES j NO F]Rough In AFinal Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# [--]New Service❑Fire Reconnect[]Flood Reconnect[]Service Reconnect❑Underground❑Overhead #Underground Laterals M 1 R2 n H Frame Pole Work done on Service? F1 Y FIN Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector 4�Q �4k G, TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ce Q1. Southold, New York 11971-0959 { Telephone (631) 765-1802 - FAX (631) 765-9502 roger-r(&-southoldtownny.gov sea v�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: _9VMQr6 EWQWLLC Name: License No.: 5-z&%9, pie email: ers Address: -MI Q gbt_il Phone No.: 9-- 7893 JOB SITE INFORMATION (All Information Required) Name: Z� Address: Cross Street: ApnL Phone No.: I--I, BIdg.Permit#: 5 3/ email: . Tax Map:District: 1000 Section: 104.oo Block: �7 c-0 Lot: pl BRIEF DESCRIPTION OF WORK (Please Print Clearly) Sola rz 2: \ L.&4- 3 2 7- - _.. A2 r- Circle All That Apply: _ Isjob read for ins ection?: YES NO Rough In ' , Final 1 Y p Do you need.a Temp Certificate?: YES NO Issued.On' Temp Information: (All information required) Service Size 1 Ph 3 Ph - Size: A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION n q el Request for Inspection Formals ,n n PERMIT# Address: Switches Outlets G F I's Surface..., Sconces H H's . . ... UC Lts ,. Fans :..... ...., .:F"ridge w. ._._.. . ..::.. Exhaust Oven W/D Smokes DW Mini - ' :Carbon ._ . <... .'M'icro _... Generator ;:.. Coml?o:;: .....: ......::.. :. Co'oktop .:.. ......._... .. ........,. rahsfer AC : AH Hood Service Amps Have `Used Special:...: :_... : . ... Comments: z . _ . - ..__. _ ,a`(:>Rvim® CERTIFICATE OF LIABILITY INSURANCE DATE(MM7/177/20 0 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 AFFORDEb BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSUiER(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 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 NAME: ROBERTS.FEDE INSURANCE AGENCY PHONE - - FAX - 23 GREEN STREET,SUITE 102 /c No A/c o MAIL E- HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSURER(S)AFFORDINGCOVERAGE I NAICtI INSURER A INSURED INSURERS:STATE INSURANCE FUND 523930 Element Energy LLC INSURERC: ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURERS: MATTITUCK, NY 11952 INSURERF: COVERAGES CERTIFICATE NUMBER: 7,788 REVISION NUMBERi THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOf 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 ADDL SUBR POLICY EFF POLICY EXP LTR I SD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY CL00275204 7/14/2020 7/14/2021 EACH OCCURRENCE $ 3,000,000 X X DAMAGE TO RENT CLAIMS-MADE IX-1OCCURPREMISES Ea occurrenceIs 100,000 A MED EXP(Any one person) I $ 5000 TCF1132060001201 7/14/2020 7/14/2021 PERSONAL&ADV INJURY $ 3000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE Is 3,000,000 POLICY E JER4 LOC PRODUCTS-COMP/OPAGG s 3000000 OTHER: $ AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT I $ Ea accidant ANY AUTO BODILY INJURY(Per person is OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accider�t) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Faraccident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ I $ WORKERS COMPENSATION 11 AND EMPLOYERS'LIABILITY y/N 124494445 X I STATUTE ERH ANY PROPRIETOR/PARTNER/EXECUTIVE 7/13/2020 7/13/2021 B OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in andNH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NY State DBL DBL567527 1/01/2020 1/01/2021 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS 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. AUTHORIZED REPRESENTATIVE /z6bevt S. Fede, sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYS I F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D � A A A A A A 823336604 ROBERT S FEDE INSURANCE AGENCY • 23 GREEN ST STE 102 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 DATE 12449444-5 431321 07/13/2020 TO 07/13/2021 8/11/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449 444-5, 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 ATO 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://WWW.NYSIF.COM/CERT/CERTVAL.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. i THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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:737801881 U-26.3 N1w Workers' CERTIFICATE OF INSURANCE COVERAGE sTnTie Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured ELEMENT ENERGY LLC 7470 SOUND AVE MATTITUCK,NY 11952 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 823336604 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Main Road 3b.Policy Number of Entity Listed in Box"l a" Southold, NY 11971 DBL567527 3c.Policy effective period 01/01/2020 to 12/31/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/17/2020 By (W 9t (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III�IIPiiiiuuiuiiuuiiiiiiiiiiiiiiiiuuuiiillll�ll .� oQ WIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 - (631) 543-2953 fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, January 23, 2022 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-7794004 Attn.: Mr. Mike Lawton, Principal Re: Twenty-three (23)340 W PV Roof Top Solar Panels, 8.84 kW DC Total Output,for Lang Residence, 1.470.Central 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 VisitIVerification 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 cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town ofd and for construction of the proposed system. so al � 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 solarpanel arrays and offer the following comments. The existing roof types are as follows: Residence Roof, Solar Array#1-3: Single layer of asphalt shingles, 5/8" thick plywood decking, 2"x8" at 16" on center Douglas Fir rafters, 2"x6" at 16" on center Douglas Fir ceiling joists, Roof pitch 320 . 1 d Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 140 mph Ground snow load: 20 lbs/sq. ft. Solar Array#1, Dead Load: 2.7 lbs/sq. ft. Total Unit Array Weight: 521.9 lbs Solar Array#2, Dead Load: 2.7 lbs/sq. ft. Total Unit Array Weight: 829.2 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 supportthe additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of New York State, SEI/ASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70"National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys 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, E. � ofNav Y ScrgN� 9 2��Q X80935-� �C? pROFESS1OW 2 G p __ _ _ DESIGN#DRAFTING C .SCO P E O E WORK ELEMENT ENERGY LLC TO INS r. - r: LEGEND CONSTRUCTION NOTES DE5IGN a DRAf7lHG BY, EXISTING UTILITY METER ELEMENT ErJERGY LLC MAIN SERVICE PANEL I .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REVIEW BY J.M.HABCEP CERTIFIE_ NEW PV SUB-PANELS O5 2. 2� A/C DISCONNECT MANUFACTURER'S INSTALLATION INSTRUCTIONS. COMBINERC. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. INVERTERS 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS GND ELECTRODE DESCRIPTION DATE REV .., _]PV MODULE —RACKING RAIL O ATTACHMENT POINT ---RAFTERS ` -*—ROOF PITCH ANGLE 1 SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT COJTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY. LLC. 3G"x 3G" GROUND ACCESS TYP. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE # 43889-H LICENSE # 52689-ME ACCESS ROOF ACCESS ROOF PROJECT NAME V A F N CCE55 ROO �J tLj U � (y) LLJ z � — C) Q � W U U U O Q 5nEET NAME N 51TE PLAN o° DRAWING 5CALE x/270°a 240 N .T. 5 . 210o D 90°E 120° , 180° 50o Sneer NUMBER s PV—2 TAX MAP: 1 000 1 000002000 1 2000 LEGEND DESIGN 6 DRAFTING BY o EXISTING UTILITY METER N ELEMENT ENERGY LLC MAIN aERVKE PANEL 00 REVIEW BY J.M.NABCEP CERTIFIED NEW PV SUB-PANELS O5 I 1 12-129 A/C DISCONNECT COMBINER I INVERTERS SIONS GND ELECTRODE W2]Q°Q F7' - 0 DATE REv PV MODULE RACKING RAIL ��°240° D 120° ATTACHMENT POINT 210 ---RAFTERS 180°1500 FROOF PITCH ANGLE S BSUNRUN METER ®VENT 0PLUMBING VENT ®SKY LIGHT CONTRACTOR MCHIMNEY ®COMPOSITE SHINGLES 3G"x 3G" GROUND ACCESS TYP. GOOD CONDITION IPOTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY -'—='I ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 ACCESS ROOF LICENSE # 43889-H LICENSE # 52689-ME ACCESS ROOF ACCESS ROOF PROJECT NAME --- — W N Ln LLJ i - z W z u c/ I i I I I I i i U 411 ►�-- 1 51-2-- 2 311 2 - -4 1 3411-- -_ - SHEET NAME CONSTRUCTION SUMMARY (23) QCELL Q.PEAK DUO BLK-GG+ 340 WATT PV MODULES 4 ROOF DETAIL (DIMENSIONS: G8.5"x 40.G"x 1 .3") (23) ENPHA5E IQ7-GO-2-U5 MICRO INVERTERS ARRAY#2 ARRAY # I ARRAY #3 9' (5G) ATTACHMENT POINTS @ G4"O.C. MAX. 3 MODULES 18 MODULES 2 MODULES (1 7 1 .5) LF IKONRIDGE XR 100 MOUNTING SYSTEM. 20°PITCH 32°PITCH 29°PITCH DRAWING 5GALE ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) 174°AZIMUTH 174"AZIMUTH 174*AZIMUTH T CONSTRUCTION NOTE5 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. \, 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH SHEET NUMBER MINIMUM NEMA 3R RATING. �`�//_� 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 000 1 000002000 1 2000 LOAD CALCULATION HEAVIE5T ITEM DESCRIPTION APPAY#I THROUGH #3 DE51GN 4 DRAFTING BY: ARRAY Rafters 2' X 8' o' O ELEMENT ENERGY LLC MODULE WEIGHT(Lb5) 43.9 (D) De-kin 5/8" PLY'',' REVIEW 5Y051 J.M.I NA5CfPP CERTIFIE 12-129 (P) Pitch #OF MODULE5 3 (J) Cellinq Joist 2' X 6" D. F=1R cv �6" O.(-. TOTAL MODULE WEIGHT(Lbs) 131.7 (RB) I Ride Board/Beam 2" X 10" D. FIR REVISIONS TOTAL LENGTH OF RAIL(Ft) 34.5 (K) Knee Wall 2' X 4" D. FIR 6 1 " O.(_.. DESCRIPTION DATE REV (H) Horizontal Span of (R) 76" MAX. 0s-,e-202r RAIL WEIGHT PER FOOT(Lbs) O.G8 TOTAL RAIL WEIGHT(Lbs) 23.5 #OF 5TRANDOFF5 12 (K) WEIGHT PER 5TRANDOFF(Lbs) 2 ' (D TOTAL 5TANDOFF WEIGHT(Lbs) 24 1 TOTAL ARRAY WEIGHT(Lbs) 179.2 r POINTLbs) 14.9 CONTRACTOR TOTAL ARRAY AREA(5cl Ft) 58.3 ARRAY DEAD LOAD(Lbs/5ci Ft) 3. W � ELEMENT ENERGY. LLC. 7470 SOUND AVE As per ASCE 7 - Method I : i - (table - I ) MATTITUCK, NY 952 P net = Kzt I Pnet (e 6- ) Kzt (sec 6.5.7) I ne a e - # LICENSE # 43889-H CLIMACTIC AND Ground ind Speed Live load, Point Max fastener i LICENSE # 52689-ME GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout loac5 Fastener Type spacing along CRITERIA Pg mph A5CE7, P51 Ib. rails, 1n. A # 20 130 # 4G8 5/1 G"x G"Stainless Steel Roof Section G4" B # TYP. TYP. # TYP. tag Bolts PROJECT NAME # For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural W CN requirements of this code.The weathering column shall be filled in with the weathering index, "negligible,""moderate"or"severe"for concrete as > determined 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 W E/- or C 652. U - 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 Z C the minimum depth of footing below finish grade. ROOF FRAMING DETAIL n W 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 Q >-- subterranean termite damage. — IV Z d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. L Z 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-J U International Plumbing Code. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience U as determined by the building official. MODULE MOUNTING CLAMP Z O I— f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. Q F— g. To establish flood hazard areas,each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and SOLAR MODULE F— 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 5TAINLE55 STEEL 3/8" 7t Q minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, BOLT AND NUT as amended or revised with: i. The accompanying Flood Insurance Rate Map(FIRM), ii. Flood Boundary and Floodway Map(FBFM),and iii. Related supporting data along with any revisions thereto. NRIDGE ALUMINUM RAIL The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM*L'BRACKET 5HrET IWAE 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 ALUMINUM FLA511ING part of the table with"NO." ST RU CT U RA L i. 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-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 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 ASPHALT 5HINGLE ROOF Freezing Index-USA Method(Base 32°F)." 5/1 G"x G"5TAINLE55 k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind STEEL LAG BOLT WITH DRAwuIG 5CALE 2 1/2"MIN THREAD 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. PENETRATION 5EALED I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this WITH GEOCEL 4500 AS NOTED part of the table with"YES"and (EQUIVALENT OR BETTER) 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. In. 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 5HEET ilurnt3ER 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 above 1000 feet. _ (*) See Figure R301.2(4)B. TAX MAP: 1 0001 0600020001 2000 MOUNTING DETAIL DE51GN 6 DRAFTING BY: TO UTILITY GRID ELEMENT ENERGY LLC SOLAR ARRAY 7.82 kW REVIEW BY J.M.NABCEP CERTIFIE (23)QCELL Q.PEAK DUO-BLK GG+ 340 SOLAR PV MODULES 051 112-129 (1)STRING OF(I G)MICRO-INVERTERS t(1)STRING OF(7)MICRO-INVERTERS OLAP MODULE T"CA- 1 N BI-DIRECTIONAL REVISIONS OUTILITY METER DESCRIPTION DATE REV I PHASE.240 V ENPFIA5E 7RI&NA_ 09- -2020 r— --------------- -- BRANCH 7 N I TERMINATOR TYPICAL I -- ------------------ I I I MICRG VvL<"ER ENPHA5E IQ7-GO-2-U5 I I _ 240 VAC. I.0 A 97%CEG-WEIGHTED EFF. +Alin see�Ice D15cariN= NEMA G.UL LISTED _ TYPICAL I j CONTRACTOR �— ------ I I j ENPhA5E BRANCh CIRCUIT CABLETVPI�A_ ELEMENT ENERGY, LI 241)V.tr. A5 FAR AS 1 111ALL 7470 SOUND AVL AIN 5ER ICEODSSC ON EOCT 1 I MATTITUCK, NY 1195 2 LICENSE # 43889-I1 I i I ENFrIA5E AC COMBINER Box 1 1 LICENSE # 52289-ME I j MAIN 5ERVICE PANEL 1 I 4 N L LI ¢ N 1_2 LI I I zoF N I I G _ PROJECT NAME I 1 I I EXISTING GROUNDING ELECTRODE SYSTEM i---------------------------------- W N X. 1 > Ln U Q I � z - j LW _J C, �- I I z L------------------------------------------------------------------------------------------------------------------------- (j) �- LLJ CV/ z U W WIRE CONDUIT 5Ct1EDULE U U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop F- z ~ I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE Q 310.155)(3) 3 10.15(5)(24/(3-) STRING AC COMBINER AWG#10 1 4 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I., 709C O.G5 50 FT 0.81/0 — OR ET AC COMBINER MAIN PANEL -.XG#I C 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 45QC 0.87 25 FT O.G% ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS I.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Amp y acct Calculation CONFIGURATION 3-LINE D I A 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. 3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC G90.8(B)(I)]:(15c) '(#of 5tring5)'(1.25) = 20 A Modules per String I G$ TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#10,ampacity'Temp Derate 'Conduit Fill Derate = 20.8 A Modules per Inverter 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 205 A > 20 A,therefore AC wire size is valid. COMPLY WITH NEC I 1 0.2G. Number of Inverters 23 #2 Combined Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Output Circuit OCP Record low tem Calculation(Inverter Imp)'().25) = 28.75 A p -I OQC FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL AWG#10, derated ampacity'(femp Derate)'(Conduit FIII Derate) = 34.8 A Voc Temp Coefficient -0.24%/QC DRAWING 5CALE APPLICABLE CODES AND STANDARDS. 34.8 A > 28.75 A,therefore AC wire size 15 valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, Operatinq Current 10.0 A =(#of 5tnn 5)'(Im ) N T 5 THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Operatinq Voltae 33.9 V =(#modules in series'(Vm 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Max.System Volta e 44.5 V = (#modules in 5ene5)'[(((-#.##1/oV/2C'.O I)'(Lo Temp##°C Oc))+(V, SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Circuit Current 13.0 A =(#of 5tnn 5)'(I5c)'(I.25)per Art. G90.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG AC SYSTEM SPECIFICATIONS 511EET NUMBER OR IL5CO GBL-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15 (po5itive/negative) Max AC Output Current 32.5 A PV-5 OR O eratin AC Volta e 240 V I O.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 000 1 060002000 1 2000 SERVICE METER O O DELEMENT DENERGYLLC G BY: INSTALLATION NOTE REVIEW BY J.M.NABCEP CERTIFIE SOLAR PV SYSTEM j PHOTOVOLTAIC • • • ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051 1 12-129 EQUIPPED WITH I SOLAR BREAKER ° ACCORDANCE WITH THE 2017 NEC - REVISIONS RAPID SHUTDOWN ® REQUIREMENTS. DESCRiPriONMAX SYSTEM VOLTAGE voc DATE rZFV OPERATING CURRENT A (2) ALL LOCATIONS ARE APPROXIMATE AND SOLAR AC LOAD CENTER - OUTSIDEpv DO NOTRQOCATETHIS •• REQUIRE FIELD VERIFICATION. pla" (3) LABELS, WARNINGS) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO Og SHALL BE IN ACCORDANCE WITH NEC THE•OFF POSITION TO SHUT DOWN I 10.2 1 (B). I PV SYSTEM AND REDUCE - _..__.. CAUTION SHOCK,HAZARD IN THE APR-. AC DISCONNECT POWERTOTHISSERMEISALSOSUPPUEa (4) THE MATERIAL USED FOR MARKING L j FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE 0 °.8REAI(R �� COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). CONTRACTOR waREN(ER ® O7 ® I 1 � ARNING - � WARNING w�r �� (5) THE PV SYSTEM CIRCUIT CONDUCTORS �` ' SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. TMEnuPMEXTFED BYMULTIPLE7470 SOUND AVE SOUFMMALRATMOFALL I DUALPowERsuPPLY � COMPLIANCE WITH NEC 690.3 1 . MATTITUCr, NY 1 195 �UR�M DEVICES,OCCLUDING SOURCES:UTILITY GRID MNNSUPPLY OVERCAURFOIT AND PV SOLAR LICENSE # 43889-t' DEQ WT EX.CEED ELECTRIC SYSTEM /� LICENSE # 52689-ME CONDUIT - INSIDE BUILDING _ v O t THIS SERVICE METER ! PROJECT NAME f IS ALSO SERVED BY A ELECTRIC SHOCK HAZARD I PHOTOVOLTAI7PANEL ! PHOTOVOLTAIC SYSTEM TERMINALS ON THE UNE AND COMBINER LOAD SIDES MAY BE ENERGIZEDDO NOTADD CONDUIT - OUTSIDE BUILDING —" IN THE OPEN POSITION w N ARNING _ z w Q > 71 !t�Rs: OWER SUPPLY UTILITY GRID AND ELECTRIC SYSTEM LlJ CZ w U MAIN SERVICE PANEL - OUTSIDE O U U 5 A CAUTION SOLAR CIRCUIT O — O2 O 0 -oCAUTION _ ; g SOLAR ELECTRIC SYSTEM cAnNECTEn — ' • MAIN SERVICE PANEL - INSIDE WOMR •OPERATING• UR •.SOURCE I OUTPUT CONNECTION ® O DO NOT RELOCATE THIS SnEET NAMe jOVERCURRENT DEVICE � LABELS AC DISCONNECT/BREAKER r DRAWING SCALE 0000 ® .� � N .T.S SHEET NUMBER PV-6 TAX MAP: 1 000 1 000002000 1 2000 t \� APP OVED AS NOTED DATE: B.P.# 3 FEE: t�� BY: NOTIFY BUILDING DEPART ENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF t hHr-E-0ARD 301914OLD TOWN ES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 •fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, September 23, 2020 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: Twenty-six(26) 340 W PV Roof Top Solar Panels, 8.84 kW DC Total Output, for Lang Residence, 1470 Central 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 Visit/Verification 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 cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town of Southampton 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, Solar Array#1: Single layer of asphalt shingles, 5/8" thick plywood decking, 2"x8" at 16" on center Douglas Fir rafters, 2"x6" at 16" on center Douglas Fir ceiling joists, Roof pitch 320 . Pergola Roof, Solar Array#2: 5/8" thick plywood decking, 2"x8" at 16" on center Douglas Fir rafters, Roof pitch 60 . 1 s 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: 2.7 lbs/sq. ft. Total Unit Array Weight: 521.9 lbs Solar Array#2, Dead Load: 2.7 lbs/sq. ft. Total Unit Array Weight: 829.2 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 supportthe additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2020 Residential Code of New York State, SEI/ASCE 7-16 "Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70"National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys 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, 4�L igiiClaudio Sciandr , P. E. O¢ NEW y CO G�C.SCIAAI qtr v `9 080935A ��C9 pROFEss►oNp", 2 DE51GN 4 DRAFTING BY: SCOP ELEMENT F WORK sm:n:I;bnd ELEMENT ENERGY LLC (e nrgntc REVIEW BY J.M.NABCEP CERTIFIE TO INSTALL A 8.84 KW 5OLAR PHOTOVOLTAIC(PV)SYSTEM AT THE LANG RESIDENCE, _ 051 1 12-129 LOCATED AT 1470 CENTRAL DRIVE, MATTITUCK, NY 1 1952(4 1.008018, -72.5G2849). THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID 1"°d Shrltcr Island THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. "io1bi1tl REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. ocscwPrloN Rev oy-18-2e-zozo .— SYSTEM RATING Ib 7 Vii. -- 8.b-1 kW DC 5TC � r — Nonh1 EQUIPMENT SUMMARY 2G QCELL Q.PEAK DUO BLK-GG+ 340 WATT PV MODULES CONTRACTOR 2G ENPHA5E I07-GO-2-U5 MICRO INVERTERS b,n,,,,„k NawSulfolk I IRONRIDGE XR 100 MOUNTING SYSTEM SI—IFFY INDEX ELEMENT ENERGY, I-P • ,aY, � Northville t.,nncl Robins Island 7470 SOUND AVE PV-1 COVER N ® MATTITUCK, NY 1 19`_x, PV-2 SITE PLAN 00 LICENSE #43589-11 PV-3 ROOF PV LAYOUT PV-4 STRUCTURAL/DETAILS 4�5ECTION5 Jamespon �F ;;., LICENSE # 52689-ME PV-5 3-1-INE ELECTRICAL DIAGRAM ' A,Nebogue PV-G LABELS - GOVERNING CODES W270°�<'> osOoE NanhSr, 240° 120° PROJECT NAME 2017 NATIONAL ELECTRICAL CODE. 2100 1500 Rwarnand �e1ar MAI 2020 RESIDENTIAL CODE OF NEW YORK STATE. 1800 ASCE 7-16 AND NFPA-70. caweRon r, a°5 1 sh,nnecock vo,,sn.,nno:r m� UNDERWRITERS LABORATORIES(UL)5TANDARD5 S FMndm O kwbb— ndlsGoNclub WN 05HA 29 CFR 1910.269 Riverside County Park E ® Tuckahoe Ln GENERAL NOTES PROJECT LOCATION v o z — 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT W } THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE C) HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK (S) L AGREE THE SAME. LLJ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED al LU U APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM _ CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC, ADEQUATE FOR THE PURP05E5 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO r ALL RULES AND REGULATIONS OF THE RESPONSIBLEu _ COMMENCING WITH WORK. JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR " 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND • ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT J CONTINUE WITH THE WORK, HE SHALL A55UME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, r sneer NAME RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE — + ' FABRICATED AND INSTALLED AS PER LATEST A,I,S.0 SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT a r ' * Fp CONSTRUCTION. COVER SPECIFICATIONS, 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NY5 CODES 4 REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. °RAWNG,5CALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CERTIFICATION OF THESE PLANS. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON N .T.S. 8. THESE DRAWING5 AS IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCE55 MATERIALS.THE FACILITY I5 TO BE _ THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR t �►-� lol EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE SHEET NUMBER TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF �.�� 'i4:' 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. t PV- I EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW RESULT Of HI5 WORK. TAX MAP: 1 000 1 000002000 1 2000 LEGEND CONSTRUCTION NOTES DESIGN 4 DRAFTING BY: ELEMENT ENERGY LLC LEMSTING UTILITY METER 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE, REVIEW BY J.M.NABCEP CERTIFIE MAIN SERVICE PANEL 051 1 1 2-1 29 NEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING, COMBINER INVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS GNO ELECTRODE DESCRIPTION DATE REV [..JPV MODULE ORJGINAL 09-16-2020 RACKING RAIL 0 ATTACHMENT POINT ON ---RAFTERS ♦-ROOF PITCH ANGLE BSUNRUN METER ®VENT F 0 PLUMBING VENTj< IL ®SKY UGHT / CONTRACTOR ®CHIMNEY / ®COMPOSITE SHINGLES GOOD TIIAL POTENT SHADING ISSUES j / ELEMENT ENERGY, LLC. EITRIM/REMOVE AS NECESSARY CD AVE MATT TUCK,,U YI95 LICENSE # 43889-H /M / LICENSE # 52G89-ME 18'FIRE SETBACK @RIDGe PROJEc NAMe •.i i iii O /I8`FIRE s2TBACK @RIDGe 11J Cil 28'-4311 iL i L{ Uz C) <� Lu _j ( � 18'-31 �C,2 / U U N/ g I SHEET NAME 51TE PLAN N PERGOLA 3G"x 30 GROUND ACCESS TYP. IDRAWING SCALE W270-, o90°E M .T.S. 240° rr 210° D 120° 180015p° rr rrr SHEET NUMBER g 2G'- I O" FV-2 TAX MAP: 1 0001 0000020001 2000 CESIGN F DRAFTING DY: LEGEND N ELEMENT ENERGY LLC EXISTING U71UTY METER 0° MAIN SERVICE PANEL REVIEW BY J.M. IFIE � 051 1112.12.12929 NEW PV SUB-PANELS I COOMCB*4ER DISCONNECT REVISIONS i INVERTERS t/�/ : GNO ELECTRODE ,r 270°Q DE5CRIFTION DATL RtV MPV MODULE / 240° X90°C ORGINAL oq-le-zozo —RACKING RAIL '1.10° D 1200 C o ATTACHMENT POINT j� 0- 180°1500 -__RAflERS 4--RODE PITCH ANGLE SUNRUN METER «< ®VENT OPLUMBING VENT /In ®SKY LIGHT CONTRACTOt 19®CHIMNEY COMPOSITE SHINGLES ®GOOD CONDITION j j ELEMENT ENERGY, I IPOTENTIAL SHADING ISSUES TRIM/REMOW AS NECESSARY 7470 SOUND AV MATTITUCK, NY I I" LICENSE # 43885 t9"FIRe LICENSE # 52689-i OI B" IReeTB K RI Ge I I I I I 1511 7y�11 1 I i T14 ! I I I ! PROJECT NAME I I I ! w I I I I I I I ! I ARRAY#I U � I i oC — I ! I ��. 10 MODULES �� C• �l Z — 32°PITCH Lu J 175*AZIMUTH J }, ! a ny Lu 1 UI U +{ - I G I _ 2" _ '.;- �III 2 PERGOLA ! 36"x 36"GROUND ACCESS TYP. - - . _ .-. 5HEET NAME CONSTRUCTION SUMMARY -f 1H ILLL 'OOF DETAI I. (2G)QCELL Q.PEAK DUO BLK-GG+ 340 WATT PV MODULES - (DIMENSIONS: G85'x 40.0 x 1.3") 1 - - (2G)ENPHA5E I07-GO-2-U5 MICRO INVERTERS (44)ATTACHMENT POINTS @ G4"O.C. MAX. DRAWING scALE (1 79)LF IRONRIDGE XR100 MOUNTING 5Y5TEM. u ROOF TYPE: ARRAY#I WITH ASPHALT 5HINGLE(SINGLE LAYER) ARRAY#2 ON WOOD PERGOLA ARRAY#2 N .T.5 CONSTRUCTION NOTES I G MODULES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE G°PITCH 174°AZIMUTH WITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5. SH 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH pEE\T,NUMBR E MINIMUM NEMA 3R RATING. I V _3 3.)ALL LOCATION5 ARE APPROXIMATE AND REQUIRE TAX MAP: 1 00010600020001 2000 FIELD VERIFICATION. ARRAY#2 =REVIEWBY AFTING BY: ITEM DESCRIPTION ARRAY#I ERGY LLC LOAD CALCULATION ARRAY#I ARRAY#2 R Rditer5 2"X 8" U. rIK d I G" O.C. 2' X ��' D. FIR I G°O.C. BGEP CERTIFIE (D) Deckln 5/8" PL WOOp 5/8" PLYWOOD -129 MODULE WEIGHT(Lbs) 43.9 43.9 (P) Pitch 32° G� #OF MODULES to G (J) Ceilin Joist 2"X G DD. I-R 161' O.C. N/A RPV1510N5 (RB) Rid e Board/Bcam 2"X 10" D. FIR N/A TOTAL MODULE WEIGHT(Lbs) 439.0 702.4 rj, i�1 DG9CRIPf10N DATE Rl� (K) Knee Wall 2"X 4" D. FIR 16"O.C. N/A TOTAL LENGTH OF RAIL(Ft) G9.0 1 10.0 J (H) Horizontal Span of(R) 7G" MAX. 1 2 1" MAX-.– N/A o9-ie-zozo v RAIL WEIGHT PER FOOT(Lbs) 0.G8 O.GB TOTAL RAIL WEIGHT(Lbs) 4G.9 74.6 r #OF 5TRANDOFF5 8 2G IX97iNG RAFTER O/NRAY•i WEIGHT PER 5TRANDOFF(Lbs) 2 2 Qom•,�_, t TOTAL 5TANDOFF WEIGHT(Lbs) 3G 52 TOTAL ARRAY WEIGHT(Lbs) 521.9 829.2 + c, CONTRACTOR POINT LOAD(Lbs) 29.0 31.9 x iruoR TOTAL ARRAY AREA(Sq Ft) 194.3 310,9 ,WIXFD 91MP9ON IIt59PC ON[ACH yD£01'KA ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/Sq Ft) 2.7 2.7 w I 131 2'x 12'.Flit 7470 50LIND AVE „ I 5VX0 WERIXAM MATTITLICK, NY 1 195' As per A CE 7 - Method 1: a e 6'xc•�w®106'O.C. LICENSE # 43889-H net = Kzt I Pnet (e - Kzt sec .5.7> I ne a e - # LICENSE # 52G89-MF CLIMACTIC AND Ground Ind Spee Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout loo Fastener Type spacing along CRITERIA Pg mph A5CE7, ps Ib. rails, In. I 2'DI*MC CR 3'DCCP rANCRCTC PKR A # 20 130 # 4G8 5/1 G"x G" Stainless Steel G4" Roof Section La Bolts CONCR[tC/ODnNc hP. PROJECT NAME B # TYP. TYP. # TYP. 9 [ARRAY#21 [ARRAY#I] For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. W N a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural Ln requirements of this code.The weathering column shall be filled in with the weathering index,"negligible, "moderate"or"severe"for concrete as LL-,► E/ (7) determined 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 Q — or C 652. I 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 ROOF FRAMING DETAIL W the minimum depth of footing below finish grade. 0 G 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 T) subterranean termite damage. LL_I Z d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)AJ.Wind exposure �/ ll_.I category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. (� 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 International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP Q } - O as determined by the building official. t-- f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section Ration f C 50LAR MODULE To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and 9 STAINLESS STEEL 3/8" — 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 minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, as amended or revised with: I,The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and I NWDGE ALUMINUM RAIL iii.Related supporting data along with any revisions thereto. ALUMINUM V'BRACKET The NAME by reference and declared to be part o The adopted flood hazard map and supporting data are hereby adopted f this section. 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 ALUMINUM FLASHING _ 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 1 ` TRU CTU RAL part of the table with"NO." l 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-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 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 ASPHALT SHINGLE ROOF 5/16°x G"STAINLE55 STEEL LAG BOLT WITH DRAWING SCALE Freezing Index-USA Method(Base 32°F)." 2 1/2"MIN THREAD k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind PENETRATION SEALED 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. WITH GEOCEL 4500 I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this (EQUIVALENT OR BETTER) 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. 5HeeT NUMBER 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 Pv_ above 1000 feet. (*) See Figure R301.2(4)B. TAX MAP: 1000 1 06000200012000 MOUNTING DETAIL DE51GN 4 DRAFTING BY: TO UTILITY GRID ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE 50LAR ARRAY 6.84 kW ' 12-129 -I (26)QCELL Q.PEAK DUO-BLF.G6+340 SOLAR PV MODULES (1)STRING OF(I 6)MICRO-INVERTERS R(1)5TRING OF(10)MICRO-INVERTERS LAR MoouLP TYPICAL 7 N O UTILITY REVt510NS 0 UTILITY METER DESCRIPTION DATE REV STRING#I - - - - - - - - - - ENPHASE 1-PHA5E,240 V OPIGINtiL 03-I 12020 BRANCH N - --------------- -- _ _ - - - - .. TERMINATOR 1 TYPICAL ej I ----------------------- ej - - ---- 1 I 1 STRING#2 V.Y00 A 0�ONNtc l _- CONTRACTOR I -_ ;'L-- --LL-- - -- 1 1 j ENPHASE BRANCH MICRO-INVERTER T- ?��240 V.3n 1 CIRCUIT CABLE TYPICAL ENPHA5E107-60-2-U5 5HAusCINSTAut ELEMENT ENERGY, LLC. I I 240 VAC. 1.0 A 7470 SOUND AVE 97%CEC-WEIGHTED EFF. As NAR A5 ro551B1£rROM MAIN SERVICE DISCONNtCT Q -1 MATTITUCK, NY 1195 NEMA 6,UL LISTED TYPICAL LICENSE # 43889-t1 �{�►` LICENSE # 52689-ME ENPHA5E AC COMBINER BOX MAIN 5ERVICE PANEL IL•I N L LI IGI N L LI YY 'Y N PROJECT NAME I ~ J 1 I EXISTING GROUNDING I I 1 ELECTRODE 5Y5TEM I I N r Ln 1 1 1 m G N L L I , W / V J W J I I 1 u-------------------------------------------------------------------------------------------------------------------------� ry U--I U WIRE 4 CONDUIT SCHEDULE U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTOR5 CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% ~ Q I.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY IN5ULATION (CU/AU TYPE 51ZE TEMP DERATE DISTANCE J Q 310.15(B)(3) 310.15(B)(20(3c) STRING AC COMBINER AWG#10 1 4 0.8 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR I" 709C 0.65 50 FT 0.8%OREMT - AC COMBINER MAIN PANEL AWG#10 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 45"C 0.87 25 `T 0.G% 5HEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR IT5 APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 2 2.)ALL CONDUCTOR5 SHALL B3E COPPER,RATED FOR 600 V AND 900C WET ENVIRONMENT. -LINE DIA. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOP5 SHALL BE ROUTED DIRECTLY [NEC 690.8(8)(1)]: (I5c)'(#of 5tring5)'(1.25)s 20 A Modules per String I G 4 1 O TO,AND LOCATED A5 CL05E A5 P0551BLE TO THE NEAREST RIDGE,HIP,OR VALLEY. AWG#10,ampaclty'Temp Derate'Conduit Fill Derate = 20.8 A Modules per Inverter 1 4.)WORKING CLEARANCE5 AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.8 A>20 A,therefore AC were size 15 valid. Number of Inverters 26 COMPLY WITH NEC 1 10.26. #2 Combined Inverter Output Wire Ampaclty Calculation Record low tem -109C 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5.CONTRACTOR SHALL Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) =32.5 A DRAWING SCALE FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550PIE5 TO FULFILL AWG#10,derated ampacity'(Temp Derate)'(Conduit FIII Derate) - 34.8 A Voc Temp Coefficient 0.24%/9C APPLICABLE CODES AND STANDARDS. 34.8 A>32.5 A,therefore AC wire size is valid. DC 5Y5TEM 5PECIF(CAT(ON5 CALCULATIONS 6.)WHERE 51ZE5 OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Operatincl Current I O.0 A ={#of sten s)'(Im ) N , .S. THE CONTRACTOR 511ALL 512E THEM ACCORDINGLY. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY V151BLE. O eratin Volta e 33.9 V =(#modules m Serles)'(Vm ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Max.System Volta e 4 1.5 V =(#modules r series)'[(((#.##%V/�C'.O I)'(Lo Temp##QC-25))'(Voc))+IVa:,; SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Grcult Current 13.0 A =(#of 5tnnc15)'(I5c)'(1.25)per Art. 690.6(A)(1) 9.)MODULE 5UPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.G.VIA WEEK LUG AC SYSTEM 5PECIPICATION5 SHEET NUMBER OR IL5CO GBL-4DBT LAY-IN LUG. Max AC Output Current 32.5 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5itive/ne4jative) FV-5 Operatinq AC Volta e 240 V OR O.)THE DC 51DE OF THE PV 5Y5TEM 15 UNGROUNDED AND 5HALL COMPLY WITH NEC 690.35, TAX MAP: 1 000 1 060002000 1 2000 DESIGN 6 DRAFTING BY: ELEMENT ENERGY LLC SERVICE METER 0 BIPOLAR SOURCE © INDICATING AC DISCONNECT INSTALLATION NOTE REVIEW BY J.M.NABCEPCERTIFIE ( I ) ALL LABEL SHALL BE INSTALLED IN 051112-129 O WARNING N I N G ACCORDANCE WITH THE 2014 NEC REvisIoNs A WARNING REQUIREMENTS. DtSLRIPTION DATE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 09-It)2020 THIS SERVICE METER TURN OFF PHOTOVOLTAIC REQUIRE FIELD VERIFICATION. 5OLAR AC LOAD CENTER IS ALSO SERVED BY A AC DISCONNECT PRIOR TO (3) LABELS, WARNING(S) AND MARKING PHOTOVOLTAIC SYSTEM WORKING INSIDE PANEL SMALL BE IN ACCORDANCE WITH NEC — 1 1 0.2 1 (B). �2 AT PV SYSTEM AC COMBINER 07 AT TME POINT OF DISCONNECT (4) TME MATERIAL USED FOR MARKING MUST BE WEATHER RESISTANT, IN CONTRA�oR CONDUIT RACEWAYS Pv STEM COMPLIANCE WITH NEC 1 1 0.2 1 (B)(3). AWARNINGCTA ZL I (5) THE PV SYSTEM CIRCUIT CONDUCTORS ELEMENT ENERGY, LLCDISCONN . _____-__ SHALL BE LABELED INSTALLED IN 7470 SOUND AVE �3 PHOTOVOLTAIC SYSTEM COMBINER PANEL COMPLIANCE WITH NEC 690.3 1 . MATTITUCK, NY t 195,< LICENSE # 43669-r1 DO NOT ADD LOADS ® AC DISCONNECT LICENSE # 52669-ME RAPID SHUTDOWN SWITCH SEE NOTE (3) (RACEWAYS) PHOTOVOLTAIC PROJECT NAME AC DISCONNECT' �--r& v OPERATING CURRENT 'x -PIT AMPS tu VLTS MAIN SERVICE PANEL OPERATING VOLTAGE • Lu > in ® RAPID SHUTDOWN SWITCH w o ©�9 DC DISCONNECT o z LLJ LLJ PHOTOVOLTAIC SYSTEM o z AC DISCONNECT/BREAKER o OR COMBINER BOX ` ' • DC DISCONNECT , `t 0 ® 05 INDICATING RAPID SHUTDOWN •• VOLTAGE SYSTEM OPERATING CURRENT A VOLTAGEMAX SYSTEM 5h1EET NAME SHORT CIRCUIT CURRENT A PHdTV0WC S �m + *. LABELS EQUIPPED WITH RAPID D• r DRAWING SCALE 1 r �.� N .T.S . SHEET NUMBER PV-6 TAX MAP: 1 000 1 000002000 1 2000