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Home My WebLink About47196-Z OSUFF01�-car Town of Southold 3/23/2023 ao Gym P.O.Box 1179 J 0 µ; t 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43943 Date: 3/23/2023 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4170 Indian Neck Ln., Southold SCTM#: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2021 pursuant to which Building Permit No. 47196 dated 12/8/2021 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 accessory carport as applied for. The certificate is issued to Indian Neck I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47196 3/21/23 PLUMBERS CERTIFICATION DATED AtifiorVe Si nature S�FFa' TOWN OF SOUTHOLD Ph BUILDING DEPARTMENT a :t o TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47196 Date: 12/8/2021 Permission is hereby granted to: Indian Neck I LLC 1350 Ave of Americas Ste 2300 New York, NY 10019 To: Install roof mount solar on existing accessory carport as applied for. At premises located at: 4170 Indian Neck Ln., Southold SCTM # 473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 8/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ACCESSORY BUILDING $50.00 Total: $200.00 Building Inspector ho��oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 A �Q sean.devlin(pD-town.southold.ny.us Southold,NY 11971-0959 'Q �yCoUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Indian Neck I LLC Address: 4170 Indian Neck Ln city:Southold st: NY zip: 11971 Building Permit* 47196 Section: 98 Block: 1 Lot: 27.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Element Energy License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 37,410 kW Roof Mounted PV Solar Energy System w/ (86) LR4-72HBD 435 Module AC Disconnect, Combiner Panel Notes: Solar Inspector Signature: 1 Date: March 21, 2023 S.Devlin-Cert Electrical Compliance Form(1) q(_i �1d3 LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 Cell.631-747-7495E-mail:lcs4d(8aol.com -, I ,•,-,r•-•; -,�, �-. Sunday, April 02, 2023 r JUN - 7 2023 Town of Southold 53095.Route 25 •- ,GT;- ..,, P.O. Box 1179 ,T Southold, New York 11971 Re: Certification Letter-96'x32' Carport for Roof Top Solar Panels Installation for Indian Neck I, LLC, 4170 Indian Neck Lane, Peconic, New York 11958 I have reviewed the solar energy system installation in the subject topic on 03/11/2023. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of 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", 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 with the governing codes and standards applicable at the time of submission, 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 �Q OF NEW YO 5 SCIA 'Qir F� 0935 �a pROFESSIONP'%_ �o�a0FS0UTHp� 1.1-7 (P Ll 1 -7 a (Aj I&^ # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 631-765-1802 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) D<P ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C//►O [ ] RENTAL REMARKS: Scclal 77111 d6j aLe, MADE Vr ,.r' lonambmer— 4m on Ae %---, OLn 721 s S_ AAAI DATE INSPECTOR Of SOU,yo # # TOWN OF SOUTHOLD BUILDING DEPT. couffom 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 5o(4-Vo' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 3 l(� '�v INSPECTOR FIELD:INSPFC 'IC11Y: EFtT'. COIVIlVIENTS FOUNDATION,..(1ST : y -------------- ---- - - -- FOUNDATION'(2Np). ROUGH FRAK NG;.& t� PLUMBING: y INSULATION"PSR N..•T'. . .. H. STATE EN�RGY'CODE FINIAL . •. . .• ADDIT101�(AL:CfN.,NTS. �A5- L4f ?� o�SaFFO(,reaG TOWN OF SOUTHOLD -BUILDING DEPARTMENT A Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 oy�01 �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 htt]2s://www.southoldtowm.jzov Date Received APPLICATION FOR BUILDING PERMIT D l �� For Office Use Only PERMIT NO. Building Inspector: AUG 1 6 2021 V Applications and forms must be filled out in their entirety. Incomplete Bf1�D DEFT. applications will not be accepted. Where the Applicant is not the owner,an " iN ;g Owner's Authorization form(Page 2)shall-be completed. TO' OF 5 �?rl* OLD Date: 7 2-3 Lg OWNER(S)OF ROPERTy: Name: �]/ �+ SCTM# 1000-0�t'00 0 IPOO x-700 Project Address: 1'170 117WI,&,nl C�lt�e—rk ZA17..e— q y_ Iu Phone#: 77 ' Email: //6 nf �G Mailing Address: 1�P1 � � / LLG /3f0 /�/` % l/C�_f Jfe 9—To �y/✓0 / c� CONTACT PERSON: Name: Mailing Address: 7ZI70 Jaai/o At 1&11;=�7vcA Phone#: 6'� / 7 � Email: n e rGs7� DESIGN PROFESSIONAL INFORMATION: = C- Name: Mailing Address:. Phone#: Email: CONTRACTOR INFORMATION: Name: 91rA;l`W/711- Mailing Address: -7C170 Phone#: �'�l 77 � � Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other_ ,///vi�� /?�IG�✓//�G✓� ��Ti��9� �� yfT��'YI $ Will the lot be re-graded? Dyes o Will excess fill be removed from premises? ❑Yes No J �17� �rabw�, rnott/Y+ 1 PROPERTY INFORMATION Existing use of property:,f1 f _/� Intended use of property: Zone or use district in which premises is situated: Are there any cove nt and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ��►�� " " , P Authorized Agent El Owner Signature of Applicant: Date: /a3/o-j STATE OF NEW YORK) ��• SS: COUNTY OF oSUffIfl �, ) �bck f— le., IQ-c d wK being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named,&6J (S)he is the t Li (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n 0( day of Mal 04,4 C-i XLJ ve Notary Public DEBRA A SEPULVEDA PROPERTY OWNER AUTHOR12 AT10T4tWF=CX=0FNEWy0= (Where the applicant is not the o vnerj •; Re*trW=N0`E1SE6012691 QualiBedia Ooun MyCommtssion Expires residing at 7�/U �/1 moi✓` 04? do hereby authorize ReIWIJ� � Y I LC to apply on my behalo Town of Southold Building Department for approval as described herein. Owner's Signature Date C Kpej-)— , 1 ,a/h,,ah�� Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector ®2rd TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ,t °� ' Southold, New York 11971-0959 ®��Y Telephone (631) 765-1802 - FAX (631) 765-9502 0 I `�:r rogerr .southoldtownny.gov -- sea nd(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /Z 02/ Company Name: (e e L C Electrician's Name: -1 License No.: Elec. email: Elec. Phone No: b5) ,�-� . q 3 ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: lt�cLdla ApckZ I e Address: 41-7o cit Qv) kleck Ln . cS 4 Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �(5 a0- Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In 2�°II 23 ❑ 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 Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION DATE(MWDD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 7/15/2021 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 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: ROBERT S. FEDE INSURANCE AGENCY PHONE - - FAX - - A/C No Ext], A/C No): 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSLAIqTURERS AFFORDING COVERAGE NAIC p INSURER A: INSURED INSURER B:STATE INSURANCE FUND 523930 Element Energy LLC INSURER C:SHELTER POINT POIN 1 ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURER E: MATTITUCK, NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: 8,552REVISION 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYY MM/DD COMMERCIAL GENERAL LIABILITY CL00275204 7/14/2021 7/14/2022 EACH OCCURRENCE $ 3,000,000 X X DAMAGE TO RENTED CLAIMS-MADE [X� OCCUR PREMISES Ea occurrence $ 100,000 A MED EXP(Any one person) $ 5000 IMA389203 7/14/2021 7/14/2022 PERSONAL 8 ADV INJURY $ 3000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY❑ PRO F—]JECT LOC PRODUCTS-COMP/OP AGG $ 3000000 OTHER: $ AUTOMOBILE LIABILITY COBINED SINGLE LIMIT $ Ea Maccident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Peraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONPER OH AND EMPLOYERS'LIABILITY Y/N 124494445 7/13/2021 7/13/2022 X STATUTE R ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? FX� N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1 000-000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NY State DBL DBL567527 1/01/2021 1/01/2022 Statutory DESCRIPTION OF OPERATIONS/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 Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY11971 AUTHORIZED REPRESENTATIVE 'Robu'tS. Fedi ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSI 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 (RENEWED) - D � T J AAAAAA 823336604 ROBERTS FEDE INSURANCE AGENCY 23 GREEN ST STE 102 0 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 706281 07/13/2021 TO 07/13/2022 7/15/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449444-5, 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 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://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. 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:438572026 U-26.3 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE 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 1 a. 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 1c.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 Rd 3b. Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 DBL567527 3c.Policy effective period 01/01/2021 to 12/31/2022 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. n C.Paid family leave benefits only. 5. Policy covers: ❑X 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 7/15/2021 By (WdI/t (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat 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 5B of Part i 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) 111111111 1111111 D13-120. 1 (10-17) 5OLARARRAY INTERCONNECTED TO THE METER IN MAIN HOU5E (I 17)_R4-72HBD-435M MODULES EDE51GNAFTING BY: (8)STRINGS OF(13)MICRO-INVERTERS.(1)STRING OF(8)MICRO-INVERTERS 4(1)STRING OF(5)MICRO-INVERTERS NERGY LLC •(10)5TRING5 TOTAL - ABCEP CERTIFIE STRINGS#I_C � - 2-129 'SYSTEM SPECIFICATIONS t NOTES' 1- ----- L MICRO-INVERTER TOTAL SYSTEM SIZE: 50.895 kW �ENPHA5E IQ7PLU5-72-2-U5 MODULES: (1 17)LR4-72HBD-435M PV MODULES PREV1510N5 F ------ 240 VAC.1.21 A I -- -- -- -- -- -- - -- '- -- '- -- 57.5 %CeC-WEIGHTED EFF. INVERTERS:(1 17)ENPHA5E IQ7PLU5-72-2-U5 MICRO-INVERTERS DESCRIPTION DATE Rev NEMA G.UL L15TED j STRING#7 TYPICAL (8G)MODULES INTERCONNECTED TO THE MAIN DISTRIBUTION PANEL (3 1)MODULES INTERCONNECTED TO THE MORTON BUILDING ORIGINAL 03-08-2023 ---- I Vl l 1.)GATEWAY/ENVOY WIRING IS NOT SHOWN ON THE DRAWING ENPHA5E 5F,4NCH CIRCUIT CABLE TYPICAL I 1 MAR p/n ly 15 2023 I I �r I STRINGS#8-10 _ - TO � - F I I i ----- RN 9V O 8800!1'„6'-i6; -- -- -- -- -- -- -- I I TO UTILITY GRID CONTRACTOR POINT OF INTERCONNECTION I I STRING#I PER NEC 240.2 1(B)(1)4 G90.64(A) BI-DIRECTIONAL O LENGTH OF TAP CONDUCTOR5 r ---- L UTILITY METER SHALL NOT EXCEED 10 FT ELEMENT ENERGY, LLC. METER#80534936 I I I I-PHA5E,240 V MAIN SERVICE DISCONNECT 240 V.200A 7470 SOUND AVE TO UTILITY GRID MATTITUCK, NY 1 195 BI-DIRECTIONAL LICENSE #43889-H R#9GYMETER O LICENSE # 52G89-ME AC LOAD CENTER#I I A O 1 A O AC LOAD CENTER#2 METER#96779842 - 240 VAC. 150 A r r 240 VAC,100 A I-PHASE.240 V SQUARE-D,Q2220NR5 I I NEMA 3R UL LISTED POINT OF INTERCONNECTION NEMA 3R UL U5TED (4)20 A DOUBLE POLE BREAKER5. I 2-POLE PV BREAKER PER NEC 240.21 B)(1)t 690.64(A) - (7)20 A DOUBLE POLE BREAKER5, (I)15 A DOUBLE POLE BREAKER 240 V.150 A LENGTH OF TAP CONDUCTOR5 (1)15 A DOUBLE POLE BREAKER I I FOR GATEWAY SHALL BE IN5TALLE SHALL NOT EXCEED I O Fi FOR GATEWAY A5 FAR A5 P0551BLE FROM TOTAL(3)CONDUIT/RACEWAY5 MAIN SERVICE D15CONNECT MAIN D15CONNECT MAIN SERVICE PANEL 240 V.800 A PROJECT NAME AC 015CONNECT I-PH.3-W 5Q D D223NPB 240 VAC 240 VAC.I OO A OR GREATER 200 A NEMA 3R.UL LISTED W (2)70 A FU5E5 1 70 A I eX15TING GROUNDING t 7 Z ELECTRODE 5Y5TEM CIO MAIN 315TRIBUTION PANEL ---------- ----------- -- --------------- ------------------ 150A I-PH.3-W _J V J 240 VAC 8o0A t� pF NEW , LLJ - EX15TING GROUNDING `� 1)E ER/S-OO� I�I `` L _ELECTRODE 5Y5TEM �!i _ V LLI ------------------------------------------ W Z Q r a � - U m LU z - WIRE t CONDUIT SCHEDULE Z qpm may. �U' Q z O CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTOR5 MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND NEUTRAL NEUTRAL GROUND TYP.ME CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% O;AI3 P� � O U I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE IN5ULATION SIZE QUANTITY 51ZE QUANTITY IN5ULATION (CU/AL) TYPE 51ZE TEMP DERATE D15TANCE LLJ I INVERTERS COMBINER PANEL AWG#12 1 8 .'0.7 U5E-2/PV Wire AWG#8 1 WA O BARE CU FREE AIR I" 55°C 0.84 1 10 FT 2.4% n OR EMT LL 2 INVERTERS COMBINER PANEL AWG#12 1 6 0.8 USE-2/PV Wire AWG#8 1 WA O BARE Cu 1-1/2" 55°C 0.84 110 FT 2.4% ng FMT 3 COMBINER PANEL AC DISCONNECT AWG#2 1 2 1 THWN-2 AWG#8 1 AWG 42 1 THWN-2 Cu PVC I'OR GREATS 45°C 0.95 250 FT 2.5% 4 COMBINER PANEL AC D15CONNECT 350 r.CMIL 1 2 1 THWN-2 1/0 AWG(CU) I AWG 4'0 I THWN-2 AL PVC 4" 45°C 0.95 1000 FT 2.9% 5 AC D15CONNECT MAIN PANEL AWG#2 1 2 1 U5E-2/THHN AWG#8 1 AWG#2 THWN-2 CU PVC I" 45°C 0.95 I O FT 0.2% SHEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Am aclt Calculation #4 Inverter Output Wire Am aci Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC G90.8(B)(I)]: (I5c)'(#ofstrings)'(I.5G) = 1 7.64 A Inverter Max Amperage output'(1.25) = 130.1 A Moduleser Strin 3-LINE DIA. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#12,ampaclty'Temp Derate = 1 2.1 A 350 MGM, ampaclty'(Temp Derate)'(Conduit FIII Derate) = 332.5 A p g 13 MAX. TO,AND LOCATED AS CL05E AS P055113LE TO THE NEAREST RIDGE, HIP,OR VALLEY. 17.64 A> 12.1 1 A, therefore DC wire size is valid. 332.5 A> 130.1 A,therefore AC wire size Is valid. Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 1 17 COMPLY WITH NEC 110.26. #2 PV Source Circuit Wire[NEC G90.8(B)(I)]: (Isc)'(#of strings)'(I.56)= 19.66 A Inverter Max Amperage output' (I.25)) = 46.89 A Am acct Calculation #5 Combined Inverter Output Wire Am aclt Calculation o 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5. CONTRACTOR SHALL p y p y Record low temp I0-C FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55CRIE5 TO FULFILL AWG#12 ampaclty'(femp Derate)'(Condult FIII Derate)= 20.1 G A AWG#2, ampaclty'(Temp Derate)'(Conduit FIII Derate)= 123.5 A Voc Temp Coefficient -0.24116/eC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 20.1 G A> 19.GG A,therefore AC wire size 1s valid. 123.5 A> 46.89 A, therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Operatincl Current 9.7 A N .T. . THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Inverter Output Wire Ampaclty Calculation Operatin6l Voltacje 42.3 V 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Max Amperage output' (1.25) = 46.89 A Max.System Voltage 55.3 V SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. AWG#2, ampaclty'(Temp Derate)'(Condult FIII Derate) = 123.5 A Short Circuit Current 13.3 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.G.VIA WEER LUG 123.5 A>46.89 A, therefore AC wire size Is valid. AC SYSTEM SPECIFICATIONS SHEET NUMBER OR ILSCO GBL-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/negative) Max AC Output Current 130.1 A PV-5 OR O eratln AC Volta e 240 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000098000100027001 Zoho Sign Document ID:2A768FFA-PRJK7CZ8MQ82-640FHOZOSHGTXAVAZSJMUZHIRZVEDS SOLAR ARRAY ON MAIN HOUSE 7.2 kW DE51GN a DRAFTING BY: (18)QCELL Q.PEAK DUO BLK-ML G I O.A+ 400 PV MODULES ELEMENT ENERGY LLC (1)STRING OF(1 O)MICRO-INVERTERS (1)STRING OF(8)MICRO-INVERTERS POINT OF INTERCONNECTION REVIEW BY J.M.NABCEP CERTIFIE (2)STRINGS TOTAL PER NEC 240.2 i(5)(i)t G90.G4(A) 051112-129 LENGTTI OF TAP CONDUCTORS SHALL NOT DCCEED 10 FT TO UTILITY GRID REVISIONS STRING #I N MAIN SERVIC: W DESCRIPTION DATE REV _ _ _ _ • • • _ = 240 V.40 A t N ORIGINAL 02-20-2023 BI-DIRECTIONAL I � UTILITY METER �_ ___________________ I-PHASE.240 V I I t 1 I STRING #2 - - - - - - - - of N Ety y CONTRACTOR --------- - _ Q 0 A p t t I I � ENPHASE BRANCH `----- MICRO-INVERTER CIRCUIT CABLE TYPICAL ENPHA5E 107PLU5-72-2-U5 EMENT ENERGY, LLC. 1 240 VAC. 1.21 A r n 4 97.5%CEC-WEIGHTED EFF. LU 7470 SOUND AVE NEMA G.UL LISTED AC DISCONNECT t � ml r W MATTITUCK, NY 1 1 952 TYPICAL 5Q D D223NRB BARN SUB PANEL !iN _� 240 VAC.GO A Izao 3-W G - _ ��L`�� U� LICENSE #43889-11 rI NEMA 3R.UL L15TED 4VAC0 A I 2 POLEZ,1O V.40 A 1 ' QA 10344' �= LICENSE # 52G(59-ME f V' N L I N L I (2)30 A FUSES LL BE INSTALLED--\ FRS AP055E5LE FROM R� `s`�oNPy 0 A YYYi 0 A 30 A AIN SE VICE DISCON NECi 40 A MAIN SERVICE PANEL PROJECT NAME K M I I I 240 VAC G _---- r' ---- ---------------------------J 200A I I m AC COMBINER BOX IN Lj.Ljj 240 VAC.80 A IJEMA 3R. _ W UL U5TED I 1' I G N ' (2)20 A DOUBLE POLE BP,EAFER5 I I G ( I W U I I I I I I I EXISTING GROUNDING z I ELECTRODE SYSTEM W I I I I i Q �`I I -- --------------------. I I - � z L--------------------------------------- -------------� z I � m WIRE CONDUIT SCHEDULE z Q O CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% Q �/ Q 1.D.# ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE D15TANCE C) 310.15(5)(3) 310.15(B)(20(3c) � N`J 0 INVERTERS COMBINER PANEL AWG#12 TC 1 4 0.8 THWN-2 AWG#8 1 BARE CU FREE AIR 1" 5 5Q 0.84 1 10 FT 0.8% �- OR EMT 2 COMBINER PANEL AC DISCONNECT AWG#10 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC I,, 450C 0.95 25 FT O.G% Q 3 AC DISCONNECT j SERVICE PANEL j AWG#G j I j 3 I j THWN-2 j AWG#8 j I j THWN-2 j CU j PVC j I" 45QC j 0.95 10 FT O.G% LU 4l 5UB PANEL SERVICE PANEL AWG#8 1 3 1 THWN-2 AWG#4 1 THWN-2 CU PVC I" 459C 0.95 10 FT O.G% ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS lb G e II wit I� 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL. AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Am acct Calculation CONFIGURATION `� 2.)ALL CONDUCTORS SHALL BE COPPER. RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC G90.8(B)(I)]: (lsc)'(#ofstnn s' I.5G) = 15.1 3 A q 3-LINE DIA. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY g ) ( Modules per String I 0 MAX. MAR 1 5 2023 TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. AWG#12,ampaclty'Temp Derate = 2G.88 A 26.88 A> 15.13 A, therefore DC wire size is valid. Modules per Inverter I D 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALLNumber of Inverters 18 "-" COMPLY WITH NEC 1 10.26. #2 Inverter Output Wire Ampacity Calculation 811.111WINGDEP7. 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = 27.23 A Record Low temp -I OQC TOWN®FSOUTHOLD FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550RIE5 TO FULFILL AWG#10,ampaclty'(Temp Derate)'(Conduit Fill Derate)= 38 A Voc Temp Coefficient -0.24%/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 38 A> 27.23 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED. #3 Inverter Output Wire Ampaclty Calculation Operatin6l Current 10.8 A =(#of 5trin 5)'(Im ) N .T.S. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 27.23 A 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#G,ampacity'(Temp Derate)'(Conduit Fill Derate) = 71.25 A Operatin6l Volta6le 37.13 V =(#modules In series)'(Vm ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71.25 A> 27.23 A,therefore AC wire size is valid. Max. System Voltage 49.G V - (#modules in series)'[(((-#.##%uV/QC'.O 1)'(Lo Temp##QC-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. #4 Inverter Output Wire Ampaclty Calculation Short Circuit Current 13.9 A =(#of strip s)'(Isc)'(I.25)per Art. G90.8(A)(I) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG O.)THE POLARITY OF THEE GROUNDED CONDUCTORS IS(positive/negative) Inverter Max Amperage output' (I.25) = 40 A AC SYSTEM SPECIFICATIONS SHEET NUMBER OR ILSGO GBL-4DBT LUG. AWG#8, ampacity'(femp Derate)'(Conduit Fill Derate) = 52.25 A Max AC Output Current 27.23 A R 52.25 A>40 A, therefore AC wire size Is valid. IDV-5 OR Operating AC Volta e 240 V 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 100003 100 160001 6000 1--V v- D!SIGN 4 DRAFTING BY: 5TRINGS#1 *5YSTEM SPECIFICATIONS * NOTES* ELEMENT ENERGY LL-- 4: tl-c I REVIEW BY J.m,NABCEP Cl TOTAL SYSTEM 50.895 W 0511 12-129 3-1- r#7 MODULES: ( 1 17) LP,4-72HBD-435M FV MODULES INVERTERS: ( 1 17) ENFHA5E IQ7PLU5-72-2-U-9 MICRO-INVERTERS X15CRIFTION DATE REV r ---- _j - -4-; - I ORIGINAL 2 3z°�2 5TPJNG#7 PEVI51ON5 (86) MODULES INTERCONNECTED TO THE METER (3 1 ) MODULES INTERCONNECTED TO THE MORTON BUILDING STRINGS#5_9 --W- J�- STRING#10 r ---- 1 O CONTRACTOR ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCr\, NY 11952 LICENSE # 43860-f1 LICENSE # 52689-ME L 'vD *W 10 Fd- 7v- -5;EC5- o PROJECT NAME Lu --------------- ------- - ----------------- ------------------- G) LLj NEW U ---- -------- -- --------------- ---------------- --------------------- Q LLJ ESR WIRE 4 CONDUIT SCHEDULE CIRCUIT CIRCUIT CIRCUIT '70110,LT., CONDUCTOP5 CONDUCT., CONDUIT FILL CONDUCTOR GROUNDGROUND GROUND TYPE I.[).# ORIGIN -JATION 51-1 PIP,POLE QUANTITY DEBATE 51 CONDUIT TEMP ESTIMATED V�It�,3�D,.F, E5TI? RATE 11,15ULATION _7E QUANTITY INSULATION (CU/AQ TYPE 51-7ff TEMP DEPATE DI LL1 --------- DISTANCE INVERTERSI CONDUIT AMBIENT 'R PANEL "r "io 0 U 0.7 USE-2/PV Wre AWG#8 1 3A4RE Cu FREE AIR 1• 70- C 0.65 I 10 FT 2.4% L- 14 INVERTERS COMBINER PANE AWG#G 0.5 USE-2/PV W- AWG#8 I 3ARE OPEMT - com CRFMT -65 0 FT 2.4% CU )-112' 70°C 51HIJE�,PANEL AC DISCONNECT -3 -) TNN-2 079 AWG#8 1 T-,VN-2 cu PVC I-114' 45°C D.67 25D.r'T 2.5% cOM5INHR FAN!-, AC D15CONNECT 350,"C1,411 I I 1 1 3 1 1 TrINN-2 IIDANG I T,1,"KI-2 Cu PVC45-C 0.57 1000 FT�2 9% FES AC 715CONN!-T MAIN-1111--, I A-,/D -F 3 --TT 11-72 . ANG#5 1 T-WN-2 PVC I^ 45oC 0.57 1 OFT AC D15CONNE-_r MAIN PAA-=L Awl-1/0 3 TrINN-2 I AWG#G- T ELECTRICAL NOTES L I .,iWN-2 --U ?VC -112"11 45°C D.B.- 10PT 0.1-11 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS SHEET NAME 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. #IV Source Circuit Wire Am act Calculation #4 Inverter Output Wire Ampacity Calculati?-n CONfIGUPATION 3.)WIPING. CONDUIT. AND RACEWAYS MOUNTED ON ROOFTOPS SMALL BE POUTED DIRECTLY [NECffG90.8(b)(Ifl: 05c) *(#of 5tnncj5)*(1.5G) = 15.13 A Inverter Max Amperage output* (I.25) = I 76.96 A Modules per String 13.845 TO.AND LOCATED AS CLOSE AS P055113LE TO THE NEAR AWG#10.ampacity'Temp Derate = 18.2 A 350 MCM, arnlpacity*(Temp Derate)'(Conduit fill Derate) = 374.1 A ,ff5T RIDGE, HIP.OR VALLEY. 3-LINE DIA. 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 18.2 A > 15.13 A. therefore DC wire size is valid. 374.) A > I 76.96 A. therefore AC wire size is valid. Modules per Inverter 11 COMPLY WITH NEC I 10.2G. 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT Of SYSTEMS. CONTRACTOR SHALL #2 PV Source Circuit Wire Ampacity Calculation #5 Combined Inverter Output Wire Ampacity Calculation Number of Inverters 1 17 1 FURNISH ALL NECE55ARY OUTLETS.SUPPORTS. FITTINGS AND ACE55ORIE5 TO FULFILL [NEC 690.8(b)(I)j: (Isc) *(#of strincj5)'(1.56) = 24.38 A Inverter Max Amperage output* (1.25) = 60.5 A Record low temp -I OQC - APPLICABLE CODES AND STANDARDS. AWG#G, ampacity*(Temp Derate)*(Conduit fill Derate) = 19.(;G A AWG 1/0, ampacity'(Temlp Derate)'(Condutt fill Derate) = 16 1.5 A Voc Temp Coefficient -0.24%/QC DRAWING SCALE G.)WHERE SIZES OF JUNCTION BOXES. RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, 24.38 A > 19.66 A. therefore AC wire size is valid. 16 1.5 A > GO.5 A. therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. N .T.5 . Operatinq Current 9.7 A 7.)ALL WIPE TERMINATIONS SMALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Inverter Output Wire Ampacity Calculation #G Combined Inverter Output Wire Ampacity Calculation Operatincl Volta 42.3 V 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Max Amperage output*(1.25) = 90.5 A Inverter Max Amperage output* (1.25) = I 76.96 A Max.System Voltage 55.3 V SUPPORT PAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. AWG 1/0. ampacity*(Temp Derate)'(Conduit fill Derate) = 161.5 A 1/0 AWG, arrilpacity-(femp Derate)'(Concluit fill Derate) = 16 1.5 A - 9.)MODULE SUPPORT PAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEffB LUG 16 1.5 A > GO.5 A. therefore AC wire size is valid. 176.96 A > 16 1.5 A, therefore AC wire size is valid. Short Circuit Current 13-3 A OR IL5CO GBL-4D5T LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positivelnecjative) AC SYSTEM 5PECIfICATION5 SHEET NUMBER OR Max AC Output Current 176.96 A 10.)THE DC SIDE Of THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. n- F)V-5 TAX MAP: 1000008000100027001 t 10 SCOPE OF WORK DESIGNdDRAFTING ELEMENT ENERGY LLC 5 W SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE INDIAN NECK I LLC RESIDENCE, 3 REVIEW BY J.M.NABCEP CERTIFIE O5' 1 2-i 21 LOCATED AT 4 DIAN NECK LN, PECONIC, NY 1 1958, TO INSTALL ACE50.89 . THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. I C REVGIN SYSTEM RATING JAN Z 4 202 �' , 50.895 kW DC STC Sheila'Wand BUILDING DEPT AWN OFSOUTHp� ;<<.,. EQUIPMENT SUMMARY �11 7 LR4✓72HBD-435M PV MODULES 7 ENPHASE IQ7PLU5-72-2-US MICRO INVERTERS CONTRACTOR Cu t gHarbo, Har Nst Harbor 5N EET INDEX * w Ha,b°, ELEMENT ENERGY, LLC. PV-I COVER N 7470 SOUND AVE PV-2 SITE PLAN P00 � � _ +E/y� MATTITUCK, NY 1195 V-3 ROOF PV LAYOUT PV-4 STRUCTURAL/DETAILS b SECTIONS R O LICENSE # 43889 PV-5 3-LINE ELECTRICAL DIAGRAM ' NLL,9rpe a * P.A� ., j,. 'FO LICENSE # 52689-MM E PV-G LABELS # r W 270°0 0 90° E .. m GOVERNING CODES Ja �� 2400 V 120° FLeF Nom . 2017 NATIONAL ELECTRICAL CODE. 210° 150° jNorm s" ,o 2 PRDJ`CT NA'.' 2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° A5CE 7-1 G AND NFPA-70. Ssiot P UNDERWRITERS LABORATORIES(UL)STANDARDS OSHA 29 CFR 1910.269 r{ GENERAL NOTES PROJECT LOCATION J 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT U THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE �[ z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME. r W z z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Z Q APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. Z Q INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, Q z Z AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO Q O U ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. z W 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 THIS PROCEDURE AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORKHE SHALL ASSUME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SHEET NAME SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5. ALL STRUCTURAL STEEL SHALL BE AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. p SPECIFICATIONS. IN BOARD FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVET\ G. ALL ELECTRICAL WORK SHALL DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND N ACCORDANCE WITH N.E.C. NYS CODES CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING REGULATIONS 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. 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 SITE AND DISPOSE OF IN A LEGAL MANNER ON 8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N .T.5 . 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 EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. P AERIAL VIEW V- RESULT OF HIS WORK. TAX MAP: 1000096000100027001 8 � LEGEND CONSTRUCTION NOTES NOTE DE51GN B DRAFTING BY: ®o EXISTING UTILITY METER I .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE THE ROOF SETBACK/PATHWAY SHALL NOT BE A, ELEMENT ENERGY LLC MAIN SERVICE PANE] REQUIRED TO DETACHED, NONHABITABLE ,N REVIEW BY J.M.NABCEPCERTINE NEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. STRUCTURES SUCH AS CARPORTS IN 00 0511 1 2-1 29 A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ICOMBINER NVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ACCORDANCE WITH EXCEPTIONS OF INVERTERS 2020 NYS RESIDENTIAL AL CCOODE. REVISIONS e GND ELECTRODE 2/7 Q� DESCRIPTION DATE REV IMPV MODULE —RACKING RAIL 24p° x.90°� ORIGINAL 06-09-2021 0 ATTACHMENT POINT 210 o D 120' 0 ---RAFTERS 1800 50 PROOF PITCH ANGLE S 59 SUNRUN METER ®VENT OPWMBNG VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY INGGOOD�Drn IINGLES �� f oc NEWY ❑POTENTIAL SHADING ISSUES 'ti`?' L' UEF TRIM/REMOVE AS NECESSARY 1 ; �yR,� ELEMENT ENERGY, LLC. �'YA r:_ O�� * 7470 SOUND AVE MATTITUCK, NY I 1 952 c ' ' � LICENSE#43889-H LICENSE # 522(59-ME 96' A .5 �O SSlON PROJECT NAME W z � gLn J � � � z LLLJ z Q v 32' z � z - - O C) O u — (L SHEET NAME SITE PLAN DRAWING SCALE /QII = 1 ,-0,, SHEET NUMBER PV-2 TAX MAP: 1000098000100027001 r LEGEND CONSTRUCTION SUMMARY CONSTRUCTION NOTES 'NOTE N DESIGN 6 DRAFTINGJBY:EXISTlNG UTILITY METER I .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE THE ROOF SETBACK/PATHWAY SHALL NOT BE ELEMENT ENERGY MAIN SERVICE PANEL. (1 17) LR4-72HBD-435M PV MODULESWITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. REQUIRED TO DETACHED, NONHA51TA13LE O° REVIEW BY J.M.NABCEP NEW PV SUB-PANELS i (DIMENSIONS: 73.98"X 4) .I"X .26") / os 1 I 12-120 CO DISCONNECT ( 7) ENPHASE Q7PLU5-72-2-US MICRO INVERTERS 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH STRUCTURES SUCH AS CARPORTS IN INVERTERS (30G) ATTACHMENT POINTS @ G4" O.C. MAX. MINIMUM NEMA 3R RATING. ACCORDANCE WITH R324.G EXCEPTIONS OF GND ELECTRODE (1452.4) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NYS RESIDENTIAL CODE. W270°� REVISIONS APV MODULE ROOF TYPE = ASPHALT SHINGLE (SINGLE LAYER) FIELD VERIFICATION. Xgo-E DESCRIPTION DATE REV .�FIGr`A. 2 32, RACKING RAIL 240° D 120- 0 ATTACHMENT POINT 210,8 l 50° ---RAFTERS 0 0 f—ROOF PITCH ANGLE pl-olSUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT OF NEW Y� CONTRACTOR ®CHIMNEY .<� DEC�COMPOSITE SHIN � .p GOOD CONDN�6 ® I O :. �S- -POroREM SHADINGISSUES r cr ELEMENT ENERGY, LLC. TRIM/REMOVE ASSNNECESSARY n w 7470 SOUND AVE Z , MATTITUCK, NY 1 1952 2 fl �� LICENSE # 43889-H 2 -------------------- ARo �. LICENSE # 52G(59-ME v-1 e e e e e e e e e e e e e e e e e _4 —T ee e b I 9 e e e e 6 9- e i L e e e e 9 PROJECT NAME e• e+ e e � e e e e e + e e e e I e�je e e e — W z co Q Ln z - U-J z z z Q v QC) z C) O O SHEET NAME ARRAY#I ROOF DETAIL I 1 17 MODULES TcH 66°AZIMUTH DRAWING SCALE /Sjll _ I I loll 51-iEET NUMBER PV-3 TAX MAP: 1000098000100027001 LOAD CALCULATION ARRAY#I DESIGN 8 DRAFTING BY: ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTINE MODULE WEIGHT(Lbs) GO.G3 051 1 1 2-1 29 #OF MODULES 1 1 7 TOTAL MODULE WEIGHT(Lbs) 7093.7 REVISIONS DE5CRIPTION DATE REV TOTAL LENGTH OF RAIL(Ft) 1452.4 ORIGINAL 12-13-2022 RAIL WEIGHT PER FOOT(Lbs) O.G8 ASPHALT SHINGLE TOTAL RAIL WEIGHT(Lbs) 987.6 2'X 8'RAFTERS9 TRI ATED @PI 6 O.C. _ 14'LVL TREATED TYP. #OF STRANDOF1`5 30G G'X G'VERTICAL PIERS TREATED TYP. @ 140"O.C. WEIGHT PER 5TRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) G 1 2 TOTAL ARRAY WEIGHT(Lbs) 8693.3 POINT LOAD(Lbs) 28.4 CONTRACTOR TOTAL ARRAY AREA(5ct Ft) 2538.9 ARRAY DEAD LOAD(Lb5/5a Ft) 3.4 ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM 14'DIAMETEP.CONCRETE 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN (4)#5REBARTYP. MATTITUCK, NY 1 195 SNOW Special Windborne FLOOD Speedd Topographic DESIGN Frost DESIGN UNDE UIREDENT HAZARDS9 FREEZING ANNUAL 24'X 24'X 8'CONCTRETE FOOTINGr----13'-7 a^TYP. LICENSE #43889-H LOAD (mph) effectslc wind debris CATEGORYr Weatheringa fine Termites TEMPe REQUIRED'' INDIX' TEMN region' zone' depthb LICENSE # 52G89-ME MUD IU FE�MA 20 130 NO NO NO B SEVERE 3 FT HEAVY 15'F YES ZONE X 599 51'F MANUALJ DESIGN CRITERIA' f EK. O� NEW y I Winter Summer Akitude Indoor Design Heating �E,< Elevation Latitude heating cooling correction factor design temperature cooling temperature - 5. - .yR/FO � PROJECT NAME r j' temperature difference GD 108 FT 41'N 15°F 86'F 1.00 70'F 75'F 55'F W LLI s a Wind Wind Coincident Daily Winter Summer - �1 z Cooling temperature difference velocity velocity wet bulb range humidity humidity - co heating cooling (n - _J 11'F 15 MPH 7.5 MPH 1 72'F MEDIUM(M) 40% 32 GR @50%RH For SI:1 pound per square foot=0.0479kPa,1 mile per hour=0.447m/s. =F _RAMING D �FESSO' I W — a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength z }- required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined W z z from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction z Q U shall fill in the frost line depth column with the minimum depth of footing below finish grade. Q 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 subterranean termite damage. MODULE MOUNTING CLAMP Zz 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(5)A].Wind exposure category shall be determined Q — O 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 Plumbing Code of New York SOLAR MODULE Q U State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also 5TAINLE55 STEEL 3/8" z LL.I see Figure R301.2(1).] BOLT AND NUT — p f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and 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 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), NRIDGE ALUMINUM RAIL ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L'BRACKET iii.Related supporting data along with any revisions thereto. SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of 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 local damage from the ALUMINUMLAHIN FSG 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 ED AL 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 Freezing Index-USA Method (Base 32°F)" ASPHALT SHINGLE ROOF k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 5/1 G'x G'5TAINLE55 jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. STEEL LAG BOLT WITH DRAWING SCALE I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with 2 112"MIN THREAD "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. PENETRATION SEALED AS NOTED m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 table. (EQUIVALENT OR BETTER) n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. SHEET NUMBER (•) See Figure R301.2(4)B. PV-4 TAX MAP: 1000098000 10002700 I MOUNTING DETAIL I � r (,l 5rR".3= '\�T(51Vi-i\'V'� \G_�_(5)V-Gi"-V\ `- _ _ _ DESIGN FTING BY: *SYSTEM SPECIFICATIONS NOTES* EBYJ.M. NERGYLLC STRINGS#I-6 REVIEW BY .M.NABCEP CERTIFIE TOTAL SYSTEM SIZE: 50.895 kW 051 112-129 ------ - MODULES: ( 1 1 7) LR4-72HDD-435M PV MODULES -- -- - REVISIONS 1INVERTERS: ( 1 1 7) ENPHASE IQ7PLU5-72-2-U5 MICRO-INVERTERS DESCRIPTION DATE REV STRING (8G) MODULES INTERCONNECTED TO THE METER OWGNAL 2-13_2022 -- - -- - -- -- -- (3 1 ) MODULES INTERCONNECTED TO THE MORTON BUILDING I I I I 1 I �� I STRINGS#8-94--4-- L I I I I I 4- ------ -- -- -- -- -- -- -- -- -- -- -- -- I I I I 5TRING#10 _ _ _ _ CONTRACTOR O u F I I I f -- I r ELEMENT ENERGY, LLC. 7470 SOUND AVE I I MATTITUCK, NY 1 1952 LICENSE # 43889-t1 'r r O LICENSE # 52689-ME PROJECT NAME LU LLn ---------- ----------- -- --------------- ------------------J cF NEW 6� r W Y - U = FV J DE��, 0 W - I * �Q�A �• ra. � LLJ ------------------------------------------ ------------ Z -- --------------- ------- ------ ---------------------� z Q WIRE 4-CONDUIT SCHEDULE ZN� -_- ' Z( C Z CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% Q O J Q� Q CIRCUIT ORIGIN DE5TINATION 512E PER POLE QUANTITY DERATE IN5ULATION 51ZE QUANTITY IN5ULATION (CU/AQ TYPE 51ZE TEMP DERATE D15TANCE - :..5fX`, _ ;.5,(5)(�,Y�.I A�O�ESSIO U I INVERTERS COMBINER PANEL AWG#10 1 8 0.7 U5E-2/PV Wire AWG#8 I BARE CU FREE AIR 1" 70'C 0.65 I 10 FT 2.4% 7 OR EMT W 2 INVERTER5 COMBINER PANEL AWG#G 1 14 0.5 U5E-2/PV Wire AWG#8 1 BARE CU 1-1/2' 70'C 0.65 I 10 FT 2.4%OR FKAT 3 COMBINER PANEL AC D15CONNECT AWG 1/0 1 3 1 THWN-2 AWG#B 1 THWN-2 CU PVC I-1/4" 45°C 0.87 250 FT 2.5% V 11- 4 COMBINER PANEL AC D15CONNIECT 350 KCMIL 1 3 1 THWN-2 1/0 AWG I THWN-2 CU PVC 4" 45°C 0.87 1000 FT 2.0% 5 AC D15CCINNECT MAIN PANEL AWG I/O 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC V 45-C 0.87 10 FT 0.2% 6 AC DISCONNECT MAIN PANEL AWG 1/0 1 3 1 THWN-2 AWG#G I TI-WN-2 CU PVC 1-1/2" 45°C 0.87 IO FT 0.1% ELECTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NKTL, AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampaclty Calculation #4 Inverter Output Wire Ampaclty Calculation CONFIGURATION 3-LINE 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 C WET ENVIRONMENT. 3-LI N E DIA. 3.)WIRING,CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC 690.8(8)(1)]: (15c) *(#of rate 18. A = 15.13 A Inverter Max Amperage output' (1.25) = 1 76.96 A Modules per String 13,8&5 TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#I O,amp3 A, 'Temp Derate ir size A 350 MCM, 17G.9ampacty', therernpefore DerateC wired size FIII Derate)= 374.I A Modules per Inverter 1 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 18.2 A> 15.13 A,therefore DC wire size Is valid. 374.I A> 1 76.96 A, therefore AC wire size is valid. Number of Inverters I 17 COMPLY WITH NEC 110.26. #2 PV Source Circuit Wire Am act Calculation #5 Combined Inverter Out Output Wlre Am aclt Calculation Q 5.)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL P tY p P y Record low temp 4 O C FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE55ORIE5 TO FULFILL AWS[NEC#G, amB)(I ty (Isc) '(#of strings)'(1.56) = 24e) A Inverter Max Amperage output' (I.25) = 60.5 A Voc Temp Coefficient 0.24%/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. AWG#6, ampaclty'(femp Derate)'(Conduit F111 berate) = 19.66 A AWG I/O, ampaclty'(femp Derate)'(Gondult FIII berate) = 161.5 A 24.38 A> 19.66 A, therefore AC wire size Is valid. 16 1.5 A> 60.5 A, therefore AC wire size Is valid. DC SYSTEM SPECIFICATIONS 6.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. O eratln Current 9.7 A N .T.5. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Inverter Output Wire Ampaclty Calculation #6 Combined Inverter Output Wire Ampaclty Calculation Operating Voltacle 42.3 V 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Max Amperage output' (1.25) = 60.5 A Inverter Max Amperage output' (I.25) = 1 76.96 A Max.System Voltage 55.3 V SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. AWG 1/0, ampaclty'(Temp Derate)'(Condult FIII Derate)= 161.5 A 1/0 AWG, ampaclty'(femp Derate)'(Conduit Fill Derate) = 161.5 A Short Circuit Current 13.3 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG 16 1.5 A> 60.5 A, therefore AC wire size 1s valid. 176.96 A> 16 1.5 A, therefore AC wire size 1s valid. AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO G13L-4DBT LAY-IN LUG. Max AC Output Current 1 76.96 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) OR Operatinq AC V Itacje 240 V FV-5 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000098000100027001 SERVICE METERO O DESIGN&DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM ^PHOTOVOLTAIC � � � • � � REVIEW BY J.M.NABCEP CERTIFIE ( I )-ALL LABEL SHALL BE INSTALLED I N 051 I 12-129 00 EQUIPPED WITH 9 SOLAR BREAKER j ACCORDANCE WITH THE 2017 NEC REVISIONS RAPID SHUTDOWN ® REQUIREMENTS. • •' - DESCRIPTION DATE REV (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 12-I3-2022 • SOLAR AC LOAD CENTER- OUTSIDE ��° �Do!�oTRaOCATETHIs g REQUIRE FIELD VERIFICATION. (3) LABELS, WARNING(5) AND MARKING 0_V__E_R_C_UR__R_EN_FD_M__CE 4 0 TURN RAPID SHUTDOWN SWITCH To Og SHALL BE IN ACCORDANCE WITH NEC THE`OFF'POSITION TO SHUT DOWN 1 10.21 (B). ! PVSYSTEMANDREDUCE — --� cauTloN (4) THE MATERIAL USED FOR MARKING SHOCK HAZARD IN THE ARRAY AC DISCONNECT ; POWER TO THISSERWCEISALSOSUPPUED FDIS THEFOLLOWINGSOURCESWITH - - °�`ON"E`SLO`ATEO"S"°WN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER- INSIDE 2 ^ ° ° TL=Gnw� CONTRACTOR 0 w� � COMPLIANCE WITH NEC 1 10.2 1 (B)(3). ® 0 ® 1 1 7r. NING �wPST7SHALLEBE LABELED INSTALLEDFV 5YSTEM CIRCUIT IN ONDUCTORS ELEMENT ENERGY, LLC. BYMULTIPE DUAL POWER SUPPLY 7470 SOUND AVE ARNGOFAIl �� COMPLIANCE WITH NEC 690.3 I .ES,EX G SOURCES:UTILITY GRIDMATTITUCK, NY 1195RCURRENT AND PV SOLAR LICENSE # 43889-t1 DE NB� ELECTRIC SYSTEM CONDUIT - INSIDE BUILDING v LICENSE # 52689-ME 30 � 0 ! N RNING Q -1THIS SERVICE METER I A S G ! WARN 1 N G I IS ALSO SERVED BY A PROJECT NAME ELECTRIC SHOCK HAZARD i PHOTOVOLTAIC SYSTEM! I PHOTOVOLTAIC SYSTEM TERMINALS ON THE LINE AND i COMBINER PANEL LOAD SIDES MAY BE ENERGIZED ! DO NOT ADD LOADS LLJ CONDUIT - OUTSIDE BUILDING —INTHEOPEN POSITION Q co U J ® �L WARNING '• • ' w — DUAL POWER SUPPLY z SOURCES:UTILITY GRID AND Z Z I PV SOLAR ELECTRIC SYSTEM MAIN SERVICE PANEL - OUTSIDE S A CAUTION SOLAR CIRCUIT Z O C Z Q — 000 - S � � wEsam 81-CTM may OF Nell/ �P J D E DRi y0 MAIN SERVICE PANEL - INSIDE WgRNINGOPERATING CURRENT AMPS 11 OPERATING VOLTAGE VOLTS 0 POWER SOURCE IL' DO UTPUT CONNECTION cf'x ® O r `'' LuSHEET NAME NOT RELOCATE THIS C7 WERCURRENT DEVICE LABELS OA 9?2 sslo�'��" AC DISCONNECT/BREAKER - DRAWING SCALE OOO � ® N .T.S . SHEET NUMBER PV-6 TAX MAP: 1000098000100027001 •1 h, •y `��• I [ry� � a�UPAI N�p� OR APPROVED AS NOTEDL ,�� UNLAWFUL DAT�� B.P.# �� WITHOUT EE.��.�? BY CERTIFICATE NOTIFY SUILOING DEPARTMENT AT OF OCCUPANCY '65-1802 8 AM TO 4 PM FOR THE OLLOVING 'INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING J. INSULATION 4. FINAL - CONSTRUCTION .MUST BE CO3P PLETE FOR C.O. ALL CONS-;RUCTION SHALL MEET THE COMPI Y WITH ALL COQ E=S OF REQUIREMENTS OF THE CODES OF NEW NEW YOF.I; L LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953.fax(631)543-1526 E-mail:Ics4d@aol.com Saturday, August 07, 2021 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: One-hundred-twenty-six 026)410 W PV Roof Top Solar Panels, 51660 W DC Total Output,for Indian Neck I, LLC, 4170 Indian Neck Lane, Peconic, New York 11958 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 Southold and for construction of the proposed system. The solar panel system will be installed on the roof of a 96'x32' carport. The solar panels and the roof are supported by thirty-six 6"x6" posts spaced longitudinally 11.66' and 10.5' across the roof.The posts support eight(2)1 3/"x14' LVL Microllam headers that hold up the"2"x8"at 16" Douglas Fir rafters and the roof weight.At each post connection to the LVL headers, heavy angles, Simpson model HL 76 GPC (or equivalent) are provided. Based on the above structural configuration, shown in the car port plans, 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: Solar Array#1: 2"x8" at 16" on center Douglas Fir rafters, Eight (2)13/4'x14" LVL Microllam, '/2" thick plywood roof decking, Single layer of asphalt shingles, 1 . t Roof pitch 90 . Solar Array#1: Dead load: 2.9 lbs Total array weight: 7998.3 lbs The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. 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 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 NYS 2020 Building Code, the 2020 NYS Code, 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, igi Claudit0andra, P. E. 01F NEVA r0 5�J\��C.scrgN��F v '9 Z 060935^,� ��G\ pROFESSIONP� 2 SCOPE Of WORK ELEMENT T ENERGY LLG TO INSTALL A 5 I.GG KW 50LAR PHOTOVOLTAIC(PV)SYSTEM AT THE INDIAN NECK I LLC RESIDENCE, ) NT ENERGY LLC LOCATED AT 4170 INDIAN NECK LN, PECONIC,NY 1 1958. [RIEV:IEWBYM.NABCP CERTIfIE THE POWER GENERATED DY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EX15TING ELECTRICAL SERVICE EQUIPMENT. REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE 15ATTERIE5. ~"PDn —4 DLSCIUrfIDN DATE RGN wen SYSTEM RATING ORIGINAL Or-09-2021 5 I. 6 kW DC 5TC 4emMld sbeue,hil d EQUIPMENT 5UMMARY V to I JINKO JKM4 I OM-72HL-V PV MODULES 12b ENPHA5E I07PLU5.72-2-U5 MICRO INVERTERS O N. CONTRACTOR I IRONRIDGE XR 100 MOUNTING 5Y5TEM t cut, ,Q Non„wesi '•'""'� Harbor SHEET INDEX i ss'°Hen°, ELEMENT ENERGY, LLC PV-I COVER 7470 50UND AVE PV-2 SITE PLAN o° � � MATTITUCK, NY 1 19522 PV-3 ROOF PV LAYOUT ` PV-4 STRUCTURAL/DETAILS 4 5ECTION5 ' oW N°„„,;i;e Lebrei > n LICENSE# 438 PV-5 3-UNE ELECTRICAL DIAGRAM LICENSE# 52G89-ME PV-G LABELS W 270O' c 90 °4 °E ie�r, ” GOVERNING CODES 240° 120° "°�°°°"° '' 2017 NATIONAL ELECTRICAL CODE. 2100 --� !North { w, PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK 5TATE. M ASCE 7-1 G AND NFPA-70• 180° ` LJ a V ' s�ecea.°4 UNDERWRITERS LABORATORIES(UL)STANDARDS S j 'a R1vCrnCOtl'�« 01ef OM1 (f_ LU 05NA 29 CPR 1910.269 I w Z GENERAL NOTES AUS 1 6 m PROJECT LOCATION co 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT BUILDING DEPT. THE 51TE PRIOR TO STARTING TO WORK ANO SHALL FAMILIARIZEs—/ Z Z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK '>i OTL'?►J OF,SOUTHOLD U }- AGREE THE SAME. LUZ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. z U INSPECTION HAVING J R15, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, Q Z Z AGENCIES HAVING CONFORM CONN F, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSESff) — O 3. ALL WORK SHALL CONFORM F CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. O W JURISDICTION. I I. EACH 5UBCONTRACTOR SHALL BE RESPONSIBLE FOR 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB 51TE 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 CONTINUE WITH THE WORK. HE SHALL ASSUME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5HEET NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED D INSTALLED A5 PER LATEST A.I.5.0 CONSTRUCTION. SPECIFICATIONS. COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE UNDERWRITERS APPROVED AND B ACCORDANCE WITH N.E.C. DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES 4 REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13, CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 DRAWING SCALE CERTIFICATION OF THESE PLANS. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON 8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. N.T.5. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE 51TE TO BE CLEARIrD PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS 70 THI5 PROJECT TOTAL 5AT15FACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER 9. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW PV— I RESULT OF H15 WORK, TAX MAP: 1000098000100027001 LEGEND CONSTRUCTION NOTES "NOTE �E)OSONo unuTY METER THE ROOF SETBACKIPATHWAY SHALL NOT BE GN L DRAFTING BY: MAIN SERVICE PANEL 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MENT ENERGY LLC REQUIRED TO DETACHED, NONHABITABLE N NEW PV SUB-PANELS MANUFACTURER'S INSTALLATION INSTRUCTIONS. [RfV:lEW5Y J.M.NABCEP CERTIFtE A/C DISCONNECT 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. STRUCTURES SUCH AS CARPORTS IN 0° Osl 1 �2-12s INWRiIERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ACCORDANCE WITH IAL CO EXCEPTIONS OF ' 2020 NYS RESIDENTIAL CODE. REVISIONS GND ELECTRODE E]PV MODULE W270-, Dl9CWPTION DATC REV RACNIiG RAIL 240 s0° ORIGINAL 06-09.2021 o ATTACHMENT POINT ° D 210;800 120° ---RAFTERS 18 00150. ..*-ROOF PITCH ANGLE (� 5j SUNRUN METER v ®PENT !A oPLUMBING VENT `` �• +Y -- ®SKY LIGHT V` ®CHIMNEY CONTRACTOR ®OOMPOSI7E SHINGLES GOOD CONDInON POTENTIAL SHADING CISSUES ELEMENT ENERGY, LLC. �7PoM/REMOVE AS NECESSARY 7470 SOUND AVE L MATTITUCK, NY 1 195 LICENSE# 43889-H LICENSE # 52689-ME PROJECT NAME W Z Jg00 — U — �L Lu z � Luz z z Q 32' Q Z Z _ 0 � w — a— 5HEET NAME SITE PIAN DRAWING SCALE /QII 11-011 5HEET NUMBER PV-2 TAX MAP: 1000098000100027001 • • •r • : r •'r -•• • MAIN SERVICE PANEL ELEMENT ENERGY C r • • • e r • r r • - r' =• A/C DISDMW= cokiew IMMMXRS .1 _ _ -• r ••ONO ELECYRODE • • • --• r - • • • r •r - - •• - _ r • ' • '� •r• iiSriliiYri�� RACKING RAIL r I ■ 0 ATTACHMENT POINT -*-ROOF F47CH ANGLE SUNIFILIN METER r --� t O- (RCHIMNEY • y 1� .•P07EN7tAL 94ADINOv � I 1- � 'ori nares �rl�ill�I�i�i�iun�il�.(r■�Ir�r�a�i�jl�n■u�■r��r]u�ri��ilii��ri��r��ri(�■r�ri�Wli��iu�l(��np�(��r��yuj(•��ia■Yr(Y�N�Y�r�■■j�Y��Y�� iGiii- -_° - -- - -'-- ---- '-- --'----- ------ '- ' ' '--- -- - - -' -`-' ' -"- -_-_ - ---- '--- �u�r��ur� li��r��rlo��roo I��raiiiiiiiEii''liitiiiiiiia -=--_-= - �r,unr■rrx �An Ir"WrotFRa�PRO i grraiulLrgrG&■a■■o!i {i ---- - -- = - -=-=-- - ----- =-- -== = ==- ---- ---- -- -- lir!ltl I nror�rr__ijj' {i{a■*��rr1��i��Al�iU rr�uau{u(nr■•�n��n1(• ■■u■�■ru■(i��■a■�ua•au n�aautu■•■ mar--WI iiii•>—fniia��r ►� �u��n��ip]�� n��u��■� i�iei_� i �i ��iAi�_�i�(iiiii�iiiilil�(�i�rn■■�� n��li_i_I��I�ie�i__`��er�� e�o�n�nr■un■■ itiiii�ia�Y �it��i�ai�Li�iiiiii�aa,■■franar■iii io��i�iii�ii�w�aa�o�■i r�ii�ii%ia�'��i\ii%iii% ��Y��ila iiiaYa�iiYr,Y■�ririar■o■_litiirifig 1rai■iggi ■itriiiYi�ri. rnrrrr\aiiiiiiliinii�iw!i �rrrrrrrrrl:�n::::u:�!I:irnr..r.YiiGII:::ii��::iialUNIMi1iir�l=�rrnr.rimiliiiioiuiiiinl:ii::::ii:�:: M■rata■i■Mr _ar■■rain■aa■Y■NaY■.1■r■ol1aN■YII■Y■a/aY■■■■nota■rrraaau■raaoraaaau■aY■aa■Yr\■]■atYa■Galla■Ilraa■Y■■■aY■;IYaairYYar■■Ilri■ar■iaaYalYa4arY■NW■YaaarYaY•r R'roilsonall� il��ra1,j��u��fa�1r(f1��a�11�U�11!( N�� {I��ijOillTiian■rein■a■rY�aTiiiiil ral{rrnoYnnn'.■/rllrf■r/11#i rnna{Irrra{Ir!!imanNnd{nnnl Lb-m iHR rli�d�rrallrr011`nllrrr�flrra ��---- I-- sass-===1_ -sass �----•---- -l---------_.1[=----------�----- ------�- ---------- No as ieii i�i 'iii i� iuii i�iniiui�ii�iiiiiiiiiii iii uiiiui■ilii �iiwG' m�rY �GiG7. 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TOTAL RAIL WEIGHT(lbs) I 136.7 14"LVL TREATED TYP. #OF 5TRANDOFF5 306 W X G'VERTICAL PIERS TREATED TYP.@ 140'O.C. WEIGHT PER STRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) 612 TOTAL ARRAY WEIGHT(Lbs) 7998.3 ' CONTRACTOR POINT LOAD(Lbs) 26.I TOTAL ARRAY AREA(5q Ft) 2734.2 ARRAY DEAD LOAD(Lbs/5q Ft) 2.9 ELEMENT ENERGY, LLC. 7470 SOUND AVE 14"DIAMETER CONCRET NY 1195 WIND DESIGN SUBJECT TO DAMAGE FROM (4)#5 REBAR TYP. MATTITU C K, SEISMIC WINTER ICE BARRIER AIR MEAN LICENSE#43889-H GROUND FLOOD Frost DESIGN UNDERLAYMENT FREEZING ANNUAL SNOW c Special Windborne DESIGN HA2ARDSe 24"X 24'X 8'CONCTRETE FOOTIN '_7�•TYP. LOAD° Speed Topographic wind debris CpTEGORYf Weathering° line Termltec TEMP° REgUIREDh INDEX' TEMPI LICENSE# 52689-ME (mph) effects region zone'^ depthb 20 130 NO NO NO B SEVERE 3 FTHEA15'F YESZONrRX 699 61'F MANUAL J DESIGN CRITERIA^ , Winter Summer Altitude Indoor Design Heating FFR*OJECTAME Elevation Latitude design temperature heating cooling correction factor temperature temperature coaling difference 108 FT 41'N 16'F 86'F 1.00 70'F 75'F 55'FWind Wind Coincident Daily Winter SummerCooling velocity velocity temperature difference wet bulb range humidity humidity 7' y heating cooling I I 11'F 15 MPH7.5 MPH L 72'F MEDIUM(M) 40% 32 GR Q50%RH LLJ For SI:1 pound per square toot=0.0479 kPa,1 mile per hour=0.447 m/s. �r= =FRAMING DETAIL ( ' a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength `/ .� U Z z Z required for weathering shall govern.The weathering column shall be tilled In with the weathering Index,"negligible,"'moderate!or"severe*for concrete as determined , W t from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. b. Where the frost line depth requires deeper footings then indicated In Figure R403.1(1),the frost line depth strength required for weathering shall govern.The Jurisdiction � 11a �� U shall fill In the frost line depth column with the minimum depth of footing below finish grade, '`^- - z Z 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 subterranean termite damage. MODULE MOUNTING CLAMP Q 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(5)A].Wind exposure category shall be determined — O on a site-speciflo basis In accordance with Section R301.2.1.4. 50LAR MODULE C) Q) 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 Plumbing Code of New York State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also 5TAINLE55 5TEEL 3/8' see Figure R301.2(1).] BOLT AND NUT f. The Jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Tltie 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of Now York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall Include,at a 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: iRONRIDGE ALUMINUM RAIL 1.The accompanying Flood Insurance Rate Map(FIRM), It.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET III.Related supporting data along with any revisions thereto. F5TRUCTUFIM AME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM FLASHING h. in accordance with Sections R905A.2,R905A.3.1,R905.5.3,1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there hes been a historyof local damage from the effects of Ice damming,the Jurisdiction shell fill In this pert of the table with"YES."Otherwise,the Jurisdiction shall fill In this part of the table with'NO." 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 Date Center data table"Air Freezing Index-USA Method(Base 32'17)." J. The Jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table'Alr Freezing Index-USA Method " ASPHALT SHINGLE ROOFMill (Base 32`F) k. In accordance with Section R301.2.1.5,where there Is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 5/16"x 6"STAINLESS Jurisdiction shell fill in this part of the table with'YES."Otherwise,the Jurisdiction shall Indicate"NO"in this part of the table. STEEL!AG BOLT WITH 500 EAE57Z ALE I. In accordance with Figure R301.2(5)A,where there Is local historical data documenting unusual wind conditions,the Jurisdiction shall fill In this part of the table with 2 1/21 ET MIN THREAD "YES"and Identify any specific requirements.Otherwise,the Jurisdiction shall Indicate"NO"in this pertof the table. PENETRATION SEALED T E D m. In accordance with Section R301.2.1.2 the Jurisdiction shall indicate the wind-borne debris wind zone(s),Otherwise,the Jurisdiction shall Indicate"NO"In this part of the WITH VALENT OR (EQUIVALENT OR Bt'fTER) table. In. The Jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the Jurisdiction. o. The ground snow loads to be used In determining the design snow loads for roofs are given In Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at SHEET NUMBER elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by 2 psi for every 100 feet above 1,000 feet, (') See Figure R301.2(4)B. � PV-4 TAX MAP: 1000096000100027001 MOUNTING DETAIL 1 WAR WAY INTE•GW:A[=O TO TIL'MCTCk W M„N MOUSE (1VG)J:FAD J004 OM-72ML-V MOW" 1@ ST WO OF(13)MICRO-INVERTERS,(4)SFR NG50'110)j Ck0-IN,1RRR',4(1)5TRx.'G OF W MIORD.INV[kTCRS u sTr)c5 Toru DE51GN 4 DRAFTING BY: STRINGS#I-6 0 Fa (�(�� SYSTEM SPECIFICATIONS NOTES* ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE r ----- L I I 1 J -1 L J 051112-129 TOTAL SYSTEM SIZE: 5 I .GG kW MODULES: (12G) JINKO JKM4 I OM-72HL-V PV MODULES _ -_ _- _- __ as v¢.L:• REVISIONS STRIr#7 INVERTERS: ( 12G) ENPHASE IQ7PLU5-72-2-U5 MICRO-INVERTERS I J I I DESCRIPTION DATE REV I (8G) MODULES INTERCONNECTED TO THE METER ORIGINAL 06-09-2021 1 (40) MODULES INTERCONNECTED TO THE MORTON BUILDING I I I I I I I I I I JL"f T I I STWNGS#8-9 I I -JE L i ----- _ I 1 I -- W 3z-- -- -- II j To uTum6wo I 1 STRINGS#10-I I f-- CONTRACTOR I I I - 1 „ I I I 1 1I�-�•.JlI n i I I wDlRrtro,w -U[k 240V I I ) I 1 N ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 195 LICENSE#43889-H I LICENSE# 52G89-ME /GIGO Q„T[R I [N[IMX.H:DCxTf![RO@ I 1 N Ina.havru[stN I r,>w...vi,..:ep,. 1 ,n.ee..uil"1�e:is c�uw I , 1 MNx seRvle rNaL W Y� K0 "E" PROJECT NAME rJiro amu°:u:Iavaw 1 1 im•n-,n ( C771 1' 1 r'Onecrr�meeDLmw a [W J. Ug � I I , • ------------ --------"� M,VII BCIMCC rN1n --[ Ln n"0imo'tto .x Nr I I O19TNGG DIMGNo W IrR• I [LCCTRODE Mm • L 7 W z s z - z Q WIRE 6 CONDUIT SCHEDULE 1 z C) U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX,CONDUCTOR CONDUIT FlLL CONDUCTOR GROUND GROUND GROUND TWE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Vokage Drop(% i' ,,,�y I� • "i Q L O I.D.# ORIGIN DESTINATION size PER POLE QUANTITY DERATE INSULATION SIZE QUANTITY INSULATION (CULAU TWE 912E TEMP DEBATE DISTANCE ,G.' ` 310.1! 3 310.I61BIILy(3ra A` O , ` I INVERTERS COMBINER PANEL AWG M 10 I 9 0.7 USE•2/PV Wve AWG/8 1 BARE CU FREE AIR I' 70°C 0.65 I 10 rT 2.A% ..�-, ++p�¢� v V INVERTERS COMBINER PANEL AWG#G 1 14 0.5 USE-2/PV Wm AWG 98 1 BAR! Cu -1112' 70°C 0.65 110 PT 2.4% COMBINER PANEL AC DISCONNECT AWG I2 I 3 1 THWN-2 AWG#8 I THWN•2 CU PVC 1-114, 45°C 0.87 250 FT 2.5% '1 COMBINER PANEL AC DISCONNECT500 MCM 1 3 1 THWN-2 I/O AWG 1 THWN-2 CU PVC 4- '45RC 0.87 1000 FT 2.9% V 5 AC DISCONNECT MAIN PANEL AWG 04 I 3 I THWN-2 AWG 18 1 THWN-2 I CU I PVC I' 45RC 1 0.87 10 FT 0.2% AC DISCONNECT I MAIN PANEL 1/0 AWG I 3 1 THWN-2 I AWG#6 I THWN-2 CU PVC I-I!2' 45°C 1 0.87 10 PT 0.1% ELECTRICAL NOTES 1.)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS SHEET NAME 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90QC WET ENVIRONMENT. #I FV Source Circuit Wire Ampaclty Calculation #4 Inverter Output Wire Ampaclty Calculation CONFIGURATION 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL 8E ROUTED DIRECTLY [NEC 690.8(B)(I)): (Isc)'(#of strings)'(I.56)= 15.13 A Inverter Max Amperage output'(1.25) = 130.1 A 3-LINE DIA. AWG#I O,am aclt Tem Derate= 18.2 A Modules per String 13, 10�8 TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY. p y p 500 MCM, ampaclty'(Temp Derate)'(Condult f ill Derate)-374.1 A 4.)WORYJNG CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 18.2 A> 15.13 A,therefore DC wire size 1s valid. 374.1 A> 130.1 A,therefore AC vire size 1s valid. Modules per Inverter I COMPLY WITH NEC 110.26. Number of Inverters 126 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR [NEC N SHALL PV Source I : Wire Ampaclty Calculation #5 Combined Inverter Output Wire Ampaclty Calculation FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL EC'690.8(B)(I)I)] (1sc)'(#of strings)'(1.56)= 24.38 A Inverter Max Amperage output'(1.25) =60.5 A Record low tem I OQC APPLICABLE CODES AND STANDARDS. AWG#G, ampaclty•(Temp Derate)'(Conduit Fill Derate)- 19.66 A AWG#4, ampaclty•(Temp Derate)'(Conduit Fill Derate)=82.65 A Voc Tem Coefficient -0.24V2C DRAWING SCALE 6.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, 24.38 A> 19.66 A,therefore AC wire size 1s valid. 82.65 A>60.5 A,therefore AC wire size 1s valid. DC SYSTEM 5PECIFICATION5 C, . THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Operating Current 9.7 A N.T.J 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Inverter Output Wire Ampacity Calculation #6 Combined Inverter Output Wire Ampaclty Calculation Operating Volta a 42.3 V 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Max Amperage output'(1.25) =60.5 A Inverter Max Amperage output'(1.25) = 130.1 A Max.System Vol a 55.3 V SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. AWG#2, ampacity(Temp Derate)'(Conduit Fill Derate)= 1 13.1 A I/O AWG, ampaclty'(Temp Derate)'(Conduit F111 Derate)= 147.9 A Short Circuit Curcent 13.3 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG 1 13.1 A>60.5 A,therefore AC wire size 1s valid. 147.9 A> 130.I A,therefore AC wire size 1s valid. OR IL5CO GBL-4DBT LAY-IN LUG. AC SYSTEM SPECIFICATIONS SHEET NUMBER 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS(posltiveJnegative) OR Max AC Output Current 130.1 A 10.)THE DC SIDE OF THE PV 5Y5TEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. Operating AC Volta a 1 240 V PV-5 TAX MAP: 1000098000100027001 SERVICE METER O O ® DESIGN R DRAFTING BY: INSTALLATION NOTE. ELEMENT ENERGY U.0 ® � SOLAR PV SYSTEM y PHOTOVOLTAIC REVIEW BY J.M.NABCEP CERTIPIE ( 1 ) ALL LABEL SHALL BE INSTALLED IN 051112-129 EQUIPPED WITH 9 SOLAR BREAKER ' DC DISCONNECT ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® REQUIREMENTS. REVI51ON5 DESCRIPTION DATE R[V SOLAR AC LOAD CENTER— OUTSIDE 6xA;ECEC-p� (2) ALL LOCATIONS ARE APPROXIMATE AND ORDINAL o6D�.Zozl '.g I DO NOT RELOCATE THIS REQUIRE FIELD VERIFICATION. I OVERCURRENTDEVICE (3) LABELS, WARNING(S) AND MARKING OO TURN RAPID SHUTDOWN SWITCH TO Q ® SHALL BE IN ACCORDANCE WITH NEC THE'OFF'POSITION TO SHUT DOWN I 10.21 (b). I } PV SYSTEM AND REDUCE CAUTION HOCK HAZARD IN THE ARRAY [KC DISCONNECT °OiTOTM86ER"0Tu11BO"O��ED (4) THE MATERIAL USED FOR MARKING FgDN TNT SBEI CE BA"oB"U gBCONNECTO LOCATT0 AT 8NpWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER— INSIDE O ® Ui41RNETEN� �TMNE�E COMPLIANCE WITH NEC I 10.21 (8)(3), CONTRACTOR woRe Ea ® O7 ® O ® OwARINING LQWARNING wWY (5) THE PV SYSTEM CIRCUIT CONDUCTORS SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. TSOURCES. OURC S.TOT RATING OF ALL DUAL POWER SUPPLY 7470 SOUND AVE SOcURRET DEVRanNGOFADL *� COMPLIANCE WITH NEC 690.31 . OVERCURRENTOEVK:ES,EXCLUOING SOURCES:UTILITY GRID MAIN SUPPLY OVERCURRENT AND PV SOLAR MATTITUCK, NY 1195 DEVICE,SHALL NOT EXCEED ELECTRIC SYSTEM LICENSE#43889-H CONDUIT- INSIDE BUILDING LICENSE# 52G89-ME (WARNING I WARNING 0 WARNING I THIS SERVICE METER ELECTRIC SHOCK HAZARD I PHOTOVOLTAIC SYSTEM I IS ALSO SERVED BY A PROJECT NAME TERMINALS ON THE LINE AND COMBINER PANEL = PHOTOVOLTAIC SYSTEM LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT— OUTSIDE BUILDING --IN THE OPEN POSITION ... II_IcoZz ® ® _UJ J Ln ® � � In L�WARNING •I — — — DUAL POWER SUPPLY w® Z �. ISOURCES:UTILITY GRID AND Z Z PV SOLAR ELECTRIC SYSTEM s MAIN SERVICE PANEL— OUTSIDE O ?D CAUTION SOU1R CIRCUIT:-„ z Q — O O O _:: ,C'Al7TIQNc _ a z 0 SOLAR ELECTRIC SYSTEM CONNECTED ® O U Lu O ' • z IL MAIN SERVICE PANEL- INSIDEWAR�NING POWER SOURCE 1 OUTPUT CONNECTION ® O DO NOT RELOCATE THIS SHEET NAME OVERCURRENT DEVICE �• LABELS _ s AC DISCONNECT/BREAKER DRAWING SCALE © ® O ® ® • � � � N .T.S. SHEET NUMBER PV-6 TAX MAP: 1000058000 100027001