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Home My WebLink About48015-Z �11EF0(�c Town of Southold ao� oGy� 7/7/2024 P.O.Box 1179 0 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45330 Date: 7/7/2024 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2895 Eugenes Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-3-20.1 Subdivision: Filed Map No. Lot No. 'conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2022 pursuant to which Building Permit No. 48015 dated 6/28/2022 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 dwellingas applied for. The certificate is issued to Adams, Steven&Marjorie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48015 9/8/2022 PLUMBERS CERTIFICATION DATED fi N ( � 0 ri ed ignature - r �gpFFgl14A(,� TOWN OF SOUTHOLD ��o aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • 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#: 48015 Date: 6/28/2022 Permission is hereby granted to: Adams, Steven 670 West End Ave Apt 11 D New York, NY 10025 To: install roof-mounted solar panels to existing single-family dwelling as applied for with flood permit. At premises located at: 2895 Eugenes Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-3-20.1 Pursuant to application dated 6/28/2022 and approved by the Building Inspector. To expire on 12/28/2023. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 lood Permit $100.00 Total: $300.00 Building Inspector �o��pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.ny.us Southold,NY 11971-0959 �yOOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steven Adams Address: 2895 Eugenes Rd city,Cutchogue st: NY zip: 11935 Building Permit#: 48015 Section: 97 Block: 3 Lot: 20.1 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: 12.8kW Roof Mounted PV Solar Energy System w/ 32 Qcell qpeak 400w Modules Notes: Solar Inspector Signature: Date: September 8, 2022 S. Devlin-Cert Electrical Compliance Form 4501 OF SOpl�o� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I SULATI0WCAULKING [ ] FRAMING /STRAPPING [ FINAL C, fnve' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 ni, c DATE INSPECTOR pE SOOTyo� f * TOWN OF SOUTHOLD BUILDING D T. �Ty�OUMv�`� 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) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OmA 19(*/ -4l� DATE INSPECTOR FIELD INSPECTION REPORT7 DATE COMMENTS �ro G � FOUNDATION(1ST) -------------------------------------- FOUNDATION (2ND) O y •t ROUGH FRAMING& PLUMBING ' O r INSULATION PER N.Y. y STATE ENERGY CODE Vl eV n r r, A q 1� FINAL ADDITIONAL COMMENTS LPG / C,9 y (/I o ro wo z x x d r� ro H �aSUFFo,too TOWN OF SOUTHOLD —BUILDING DEPARTMENT =�O Gym y. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 of aa� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: MAY 2 F 2n72 Applications and forms must be filled out in their entirety.Incomplete . . applications will not be accepted. Where the Applicant is not the owner,an BI TOWN OF G DEPTLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: ��yy //__ Name: /'tom SCTM# 1000- ` - �.�. Project --- ._- . t Address: ho Phone#: Email: Mailing Address: CONTACT PERSON: Name:Danielle Mailing Address:7470 Sound Ave MattituCk NY 11952 Phone#:6317797993 Email: ermits@ e2s s.COm DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Element Energy LLC _ Mailing Address:7470 Sound`Ave MattituCk NY 11944 Phone#:6317797993 Email:permits@e2sys;com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOtherSolar $3 202xa. ac/ Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo 1 This document has been signed by all parties. Existing use of property: �j� Intended use of property: Zone or use district in which`premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professlonal 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 ofthe 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 buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Newyork State Penal Law. Application Submitted By(print name): `l Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTYOF .S- / _/ e& �(� being duly sworn,deposes and says that(s)he is the applicant (Name o Individual signing contract)allrove named, (S)he is they/ (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 n 7 day of 20c9D- Notary Public DEBRA A SEPULVEDA NOTARY PUBLIC,STATE OF NEW y RegistladonNo,01SEb01269'/ PROP RTY OWNER AUTHORIZATION Qualifredin Suffolk Co .. (WhE re the applicant is not the owner) My Commission Expire residing at, 1 —5 E�-A <ew, CIO hereby authorize . �� to apply on my behalf to the Town:of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's ame 2 Southold Permit 1 of 1 Td r ` �g�ffOCc BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD :co z ` Town Hall Annex - 54375 Main Road - PO Box 1179 ca Southold, New York 11971-0959 �y�j0 aO� s Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' roper C 96Utholdtowr!h.46v i-!_seanda_§outholdtownnkQov, APPLICATION-FOR-ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:' Company Name: Electrician's Name: ' License No.: "%yje'7 Elec. email:. Elec. Phone No: j 77 I request an email copy of Certificate of Compliance Elec. Address.: ,f ,,;jj � JOB SITE INFORMATION (AII'Information Required) Name: Address: ^ / Cross Street- Phone No.. 3 7f73- - - - Bldg.Permit#: - ` Q 5 . _ email! _ Tax'Map.District: 1000 Section: Block: 4V3 G Lot: O . / BRIEF DESCRIPTION OF ORK, 'INCLUD SQUARE FOOTAGE (Please Print Clearly);, l -1,ocu 7a- -d- v� _ - Square Footage: Circle All That Apply:Is job ready for inspection?: YES NO ❑;Rough In 0 Final Do you need a Temp Certificate?- YES NO Issued On Temp Information: (All information required) Service 8izeF]1 PhF_]3 Ph Size: A #Meters Old Meter# _ ❑New Service0 Fire Reconnect❑Flood Reconnect[Service Reconnect[]Underground❑Overhead #Underground Laterals - 1 2 . H Frame_ Pole Work done on Service? FlY N Additional Information:. PAYMENT'DUE WITH APPLICATION[ c - 1 e��ffl?�k BUILDING DEPARTMENT- Electrical Inspector CO 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 • 1 rogerr0,)southoldtownny.gov— seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: 17,-I, CA License No.: Elec. email: Elec. Phone No: l 77 1 request an email copy of Certificate of Compliance Elec. Address.: Q,f`a�� f�- JOB SITE INFORMATION (All Information Required) Name: Address:—,-9&S Cross Street: Phone No.: C31 Z7f 7 f,93 Bldg.Permit #: Q 5 email: Tax Map District: 1000 Section: ,70 Block: eV-3 0 Lot: t�, 0 ' f BRIEF DESCRIPTION OFYVORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All.That Apply: Is job ready for inspection?: ElYESZ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES P 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 D 1 2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION WFRe A TOWN OF SOIJIMOLD—BUILDING DEPAKfMEN'F Town Halt Annex54375 MamRoadY. U.Box 1179,Southold,NY 11971-0959 '-t' • Te Telephone (631)765-1802 https:!%www.southoldto my itov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: FIRM Panel:; SCTM#1000- �y7 30 0 Address: -�� _ "-Ldr00 City: (�C�1 G�L . `� ' Zip: f515 1CONTACTPERSON: Name: QenG �o- Phone#: � 7 Mailing Address: PROJECT DESCRIPTION:- lax sILI f,��, , ,� rC�� 3 G cola SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity Residential(1 to 4 families) ❑New structure '❑Residential(more than 4 families) ❑Demolition of existing structure ❑Combined use Cl Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ,❑Manufactured Home Efother:. ❑Located on individual lot ❑Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading 0 Drilling ❑Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑Roadway or bridge construction ❑Fence or wall construction ❑Watercourse alteration(attach description) ❑Excavation(not related to a structured development) ❑Other development not listed(specify): By signing below I-pgree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this applicatlon'is true,and accurate.i understand that no work may start until a permit is issued.The permit maybe revoked If any false statew&6,are:made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cem of 6mpliarti:6.It issued.The permit will expire if no work Is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. ,Application Submitted By(print name)-- Signature of Applicant: Date, /J� 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) 0 0 T J ^"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 12449 444-5 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. 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 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 A ® DATE(MM Y ) CERTIFICATE OF LIABILITY INSURANCE 7/15/7/15/2021 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(ies)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 - - A/C No A/C No): 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON, NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSURERS AFFORDING COVERAGE NAIC# INSURER A: INSURED INSURERB,STATE INSURANCE FUND 523930 Element Energy LLC INSURERC:SHELTER POINT POINT —ST43217- ELEMENT ENERGY SYSTEMS INSURERD: 7470 SOUND AVENUE INSURER E: MATTITUCK, NY 11952 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP POLICY NUMBER MM/DD/YYY MM/DD LIMITS COMMERCIAL GENERAL LIABILITY CL00275204 7/14/2021 7/14/2022 EACH OCCURRENCE $ 3,000,000 X X DAMAGE TO RENTED CLAIMS-MADE �-] OCCUR PREMISES Ea occurrence $ 100,000 A MED EXP(Any one person) $ 5000 IMA389203 7/14/2021 7/14/2022 PERSONAL&ADV INJURY $ 3000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY❑ PRO- ❑ JECT LOC PRODUCTS-COMP/OPAGG $ 3000000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN 124494445 7/13/2021 7/13/2022 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER.EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 NY State DBL DBL567527 1/01/2021 1/01/2022 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS I 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 d THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main R Southold NY1 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R01Vv'tS. Feder ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD jN workers'Compensation CERTIFICATE OF INSURANCE COVERAGE STATE 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 1a.Legal Name&Address of Insured(use street address only) 1b.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 Rd 3b.Policy Number of Entity Listed in Box"I a" Southold, NY 11971 DBL567527 3c.Policy effective period 01/01/2021 to 12/31/2022 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: 0 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. Signed 7/15/2021 By "a 4 (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 413,4C 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 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) II IIIIP1°°°1°20°11°1°111°11°11°1°°IIIIII , PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI z. A ARRAY#3 EBY AFTING BY: 2 MODULES ERGY LLC as°PITCH /V BCEP CERTIFIE /ANE1S 228°AZIMUTH �ANECT OF E(/►/ /„ oo -129 o A c� O,A oo REVISIONS ;Cn20DE G 2 D loo DE5GRIPTION DATE REV RACKING RAIL u 2�0 0 49 O',IG;NAL OS. 9 2022 m z 00 O ATTACHMENT POINT //��' CTDo S o O -*—ROOF PITCH ANGIE -2 III i A 703443 ki= tS - I I- %'/%'i%f RO NPR. gg- SUNRUN METER ! ! / / , , , / / / .S.S+� /, PLUMBING VENT //j ccE55 R OF / vENr ®SKY LIGHT ///; CHIMNEY `;/� r` / / — / i ' / ! / CONTRACTOR COMPOSITE SHING POTENTIAL LES ; // i !� / �/ ' ARRAY#4 / �j GOOD CONDITION / j// SHADING ISSUES /f / / / r/ / 4 MODULES ,,iRIM/REl10VE AS NECESSARY ./ �/,% ACCESS ROO// . 40°PITCH / � �/�f / F // % //� %// ,// / 138° ELEMENT ENERGY. LLG. /'/ / 55 ROOF!/ , / 7470 SOUND AVE j�ACCESS ROOF / /; �, j/ ! /// MATTITUCK, NY 11952 ; LICENSE # 43889-H ce!"' LICENSE 5 G89-ME / / ca / '� '/ I 1 / / ! I �,• j l / // / PROJECT NAME 7_1{ i t ROOF ., In ' ; •' �.•/'-%r/ // :Y/'�%%: f - ram-,// W /.j //%�/,///// O LLJ ! i: i!� '.� !-!/• W ;jam /,i ;/%,%/r,//',:i;�•'' — --- — - -- — '� 7/,: j �// / /%:j/i 0 CZ LLJ Ln ARRAY#I ,/, ., :�' .ii/%; l;%%:i; /�/!' y:/; " i /) U I G MODULES co 30°PITCH It— 'a"!,/r/�Y •:. ., /�ii,///.,/,/ r; r i%///ir ! ///,/ (V � 138°AZIMUTH LI. ARRAY#5 G MODULES 5HEET NAME ARRAY#2 %%f%i• %�/ 45°=ITCH 4 MODULES 228°AZIMUTH CONSTRUCTION SUMMARY - MAIN I10USE 45°PITCH G°X 30 GROUND ACCE55 TYP. I\00 D�TAI 22) QCELL Q.PEAK DUO BLK ML-G I O.A+ 400 WATT PV MODULES 2289 AZIMUTH (DIMENSIONS: 74"X 4 1 .1"X 1 .3") <' 22) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS 52) ATTACHMENT POINTS @ 72"O.C. MAX. 229.3) LF IRONRIDGE XR 100 MOUNTING SYSTEM. DRAWING 5CAIf ,OOF TYPE = ASPHALT SHINGLES (SINGLE LAYER) Q 1u STR / UCTION NOTES NOTE VVu ); = I —o QUIFMENT SHALL BE INSTALLED IN ACCORDANCE I .) THE ROOF SETBACK/PATHWAY SHALL NOT BE VI'',_ 4f MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRED TO ROOFS WHEN OPPOSING OR '-.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH ADJACENT ROOF IS ACCESS ROOF IN /lINIMUM N MA 3R RATING. ACCORDANCE WITH R324.G. I EXCEPTION OF SHEET NUMBER 5.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NYS RESIDENTIAL CODE P\ /_� IELD VERIFICATION. I v TAX MAP: 1000097000300020001 F8_PQJKBYXG N PAPX5EEDYGN BIGZIY NCOK FN I SOU+-ARRAY ON MAIN-O':5F '2.5 ,tv -! '32)QCELL Q.PEAIC DUO 6LN M,G 0+HOC WATT'V MODULES 5TRING OF('3)MICRO-•NVE-TE-S ! )57?!NG OF(�0)MICRO-INVERTERS )5TRING OF(9)V,CRO-W1/ERYFR5 DESIGN 6 DRAFTING BY: '(3)57 RINGS TOTAL ELEMENT ENERGY LLC REVIEW BY J.M.NABGEP CERTIFIE 051112-129 STRING #I _ _ _ _ _ _ _ _ pF N E4, - ------------ - - - - - - - - -_ - - - - - - - - - P� REvlslo �o A nls ( ---- co � yC/� I� DE5CRIPTION DATE REV I -- ---- __-- ---- __-- ORIGINAL 05-1?-2022 COD 5TRING #2 ------------ O 0344 Ali -- ------------ ---- ---- ---- ---- ---- ---- ---- ---- TOUTLLITYGRiD � SSI I I STRING #3 r- -------- - L_ I UTIUT C ETEP CONTRACTOR UTILITY METER I I-PHASE.240 V I I I =°'rl"RTER CIRCUIT CABLE TYPICAL °""=T'� _ ELEMENT ENERGY, LLC. � tiC ENPHA5E BRANCH E"IP`IASE IIQ-?L�s--z-z us �f-TO'TaP CIXiDvCTO u�: ' ( Oa+ER?g,;A 5`aLLLGT`J.CEED > 7470 SOUND AVE I I I ,lAx AC ou*?uT' 97 5=Cc-'EiGhTEC E°F MATTITUCK, NY 1 1552 ' �- LOTEo LICENSE # 43889-11 LICENSE # 52G89-ME I I I I I 1 , I I j I � �� •, 1 PROJECT NAME J _ LI 1! - 11 !I I I I - r - ' W Q 0�' I MAIN SERVICE PANEL `I V O AC DI5CONNECT Z'o 1[ z ^� x; a/ - I AC COMBINER S JX 2O 0'AC G A N W I 2-G 'AC 6[.A wi_ -- (2,50 A F!5Z5 i v , TING A 7 i i -LE TR0�5YST--IMJ W z - W LLj z Q i L---------------------------------------------ii------------------- C ---- C ----------------------- J WIRE f.CONDUIT SCHEDULE C:) 6-) U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(17 Q I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE �v 310.15(BX31 31 O.15(B)l2aY(3c) N / l 1 INVERTERS COMBINER PANEL AWG#12 I G 0.8 U5E-21PV Wlre AWG#8 I BARE CU FREE AIR I°OR EMT SSQC 0.84 BO 2.0% V `J r7 COMBINER PANEL AC DISCONNECT AWG#P 1 3 11 THWN-2 AWG#E I THWN-2 CU PVC '54C 0.95 25 FT 0.5% �-� AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC 45°C 0.95 C F- 0.2% ELECTRICAL NOTES SHEET NAME CALC TION5 FOR CURRENT CARRYING CONDUCTORS ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL:AND LABELED FOR ITS APPLICATION. #I PV Source Ciro it Wir'\_5tnncj5)*(I alculation CONFIGURATION 3-LINE D I A. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 90QC WET ENVIRONMENT. [NEC Source C)o t Wi .56) = 19.66 A3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY ( Modules per String 13 MAX.TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. AWG#12, ampacity'Te20.1 6 AModules er Inverter4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20.1 6 A> 19.66 A, there size is valid. #2 Inverter Out ut Wire ulationNumber of Inverters 35 COMPLY WITH NEC 110.26. p Record low temp -10QC 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output'(I.25) 48.4 A p FURNISH ALL NECE55AP.Y OUTLETS,SUPPORTS, FITTINGS AND ACE5SORIES TO FULFILL AWG#8, ampacity'(Temp Derate)'(Conduit Fill Derate) = 52.25 A Voc Temp Coefficient -0.24%/V'C DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A >48.4 A, therefore AC wire 5IZC 15 Valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampac)ty Calculation Operating Current 10.6 A =(#of 9trin 5)'(Im ) N T.5.ONTPACTOP SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output'(1.25) = 45.4 A 71 HIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#6, ampacity'(Temp Derate)'(Conduit FIII Derate) = 7 1.25 A O eratin Volta e 33.9 V =(#modules in series)'Nm ) g; ')ULE GROUNDING CLIPS TO BE INSTALLED 15ETVVEEN MODULE FRAME AND MODULE 7 1.25 A > 48.4 A, therefore AC wire size Is valid. Max.System Voltage 44.5 V = (#modules in series)'[(((-#.##%V/QC'.O 1)'(Lo Temp##QC-25))'(Voc))+(Voc)J SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER`S INSTRUCTION. Short Circuit Current 14.1 A =(#of 5trm s)'(15c)'(I .25) per Art. 690.8(A)O) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO G51_-4D5T LAY-IN LUG. Max AC Output Current 48.4 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS I5(positive/negative) PV-5 OR O eratm AC Volta e 240 V 10)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1 00009700030002000 1 Town of Southold May 19th, 2022 Building Department Town Hall Annex Y 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Adams Residence, 2895 Eugenes Rd. Cutchogue. NY 11935 MAY 2 6,909 To Town of Southold: R DD BUILDING DEPT. TOWN OF SOUTHOLD I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70. These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro,Anthony Giustra. P.E. OF NEIN YO Great Eastern Services, Inc. Gj �O A G,IGS,��* PO Box 240 24 Harvey Rd Riverhead, NY 11901 ZN ; � 03443 Office: 631.543.9555 A�pFESS10NP\. Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID:IXIMUHGF8_PQJKBYX(3NPAPX5EEDYCiNBICiZIYNC:OKFNI SCOPE, OF WORK DESIGNdD + ELEMENT ENERGNERG G Y LLC TO INSTALL A 1 2.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ADAMS RESIDENCE, PORMICREVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 2895 EUGENE5 ROAD, CUTCHOGUE, NY 1 1935. "J 051 1 12-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS DE50RIFrl0N DATE REV SYSTEMRATING ORiGiNAI OS-i 9-2022 kW DC STC EQUIPMENT SUMMARY 0 35 QCELL Q.PEAK DUO BLK ML-G I O.A+ 400 WATT PV MODULES Cutch°9ue 35 ENPHASE I07PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR i IRONRIDGE XR 100 MOUNTING SYSTEM pa 5I-1EET INDEX c ELEMENT ENERGY. LLC. PV-2 SIOTE PLAN PROJECT LOCATION 7470 SOUND AVE MATTITUCK. NY 1 1952 PV-3 ROOF PV LAYOUT LICENSE # 43889-H PV-4 STRUCTURAU DETAILS*SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM ? LICENSE # 52689-ME PV-G LABELS N o° GOVERNING CODES OF NEI•V 2017 NATIONAL ELECTRICAL CODE. '�P �0 A G/� 'p , PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. � �— Ar A5CE 7-1 G AND NFPA-70. * S� i S�jrG. W 270°� 4 g0° E UNDERWRITERS LABORATORIES(UL)STANDARDS r Lo OSHA 29 CFR 1910.2G9 m W 240° V 120° Q "* m GENERAL NOTES � � 210° 150° r� s lLi Q � ZN ^. �:�� C� 180° � ' r U O OAS 10 3443 P��C.'` S ' -+r►.- `Z a/ — 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT SSION C) O }- THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE LLJ Z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK Z AGREE THE SAME. AERIAL VIEW W U-j 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED __ - _ _- R/ 0 � APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP C INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN-5 COMPENSATION, — G U-j O AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES Q Ln = 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO C) (5) U ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. Q 00 i— JURISDICTION. I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CV D 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB 51TE DURING THE U 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 snEET nanny 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 SPECIFICATIONS. CONSTRUCTION. C O\ /E P G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE l_. V I\ UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BTI EXISTING NYS CODES 4 REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. D2awuIG sca�E CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRJS CREATED BY THIS 5. THESE DRAWINGS AS INSTKUCMENTS OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE IT IN A LEGAL MANNER ON N I .T.—9 . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 1 WEEKLY COO LE SOONER IF CONDITIONS WARRANT. I V I PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE sneer uurnf3e? 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO H15 WORK, OR DAMAGED AS FINAL PAYMENT. PV_ RESULT OF HIS WORK. - - - _ _ - - - - - - - - - - TAX MAP: 1000097000300020001 ?oho Sign Document ID: IXIMQHCF8_PUJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI LEGEND DESIGN t DRAFTING BY: EXISTING UTILITY METER LLC MAIN SERVICE PANEL ELEMENT ENERGY NEW PV SUB—PANELS REVIEW BY0J5 1 1 N2- CERTIFIE A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE O° REVISIONS PV MODULE OF NEW jo° .4( DE5CRIFTION DATE REV �P�Q Q G D ORIG'NnL 05 ?-2022 —RACKING RAIL 2go O ATTACHMENT POINT I 2'-5 I ii * o �(/ ---RAFTERS I— - w ll/IS�YC^ 1 0 090° PROOF PITCH ANGLE m _ LU '7 ®SUNRUN METER Z — '8Oo �iSQo 2O° — - - FA ®VENT N�OA 1034413 OPLUMBING VENT vsz// �O' CSSkO`vP� ®SKY LIGHT ACCE55®CHIMNEY ROOF CONTRACTOR MOMPOSITE SHINGLES OD CONDITION LPOTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE # 43889-H ACCESS ROOF ACCE55 RDDF LICENSE # 52G89-ME ACCESS ROOF ,,, / x PROJECT NAME �n rn 18'FIRE SETBACK QRIDGE co G1_71 II / Access RooF W 2 Ul O z DZ - ,� LLJ C� (1� ACG 55 ROOF I n z z Ln � w C T) lo Q � CV 71 I5- I0I u 5HEET NAME 2 - SITE PLAN "NOTE G'x 3G'GROUND ACCE55 TYP. I .) THE ROOF 5ETBACK/PATHWAY SHALL NOT BE DRAWING SCALE REQUIRED TO ROOFS WHEN OPPOSING OR ADJACENT ROOF IS ACCESS ROOF IN I/Qn I I_(, ACCORDANCE WITH R324.G. I EXCEPTION OF CJ v 2020 NYS RESIDENTIAL CODE CONSTRUCTION NOTES 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PV-2 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 100009700030002000 I ?oho Sign Document ID: IXIM(UHCF8_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI LEGEND EXISTING UTWTY METER ARRAY#3 D ELEMENT DRAFTING MENTENERGY LLC MAIN SERVICE PANEL 2 MODULES NEW PV SUB—PANELS 45°PITCH '��OF N ENV Y Qo REVIEW BY05. 1 1 12-129 CERTIFIE A/C DISCONNECT 22b°AZIMUTH COMBINER GN ELINVERECTRODE P�OSA _C/� 0 ,Q *pl�� , REVISIONS =PV MODULE 7�5CRIPfION DATE REV `-� \e Y �1 2 oINAL 05- 9-2022 RACKING RAIL n s LL 7Qo 90o 0 ATTACHMENT POINT 4 78 o ---RAFTERS --- (P� 0 SQo Q j- is ROOF PITCH ANGLE 72- �03443 I�I ARO ' - SUNRUN METER FESSONP� ®VENT — — — — ACCESS ROOF OPLUMBING VENT — — ®SKY LIGHT — — — CONTRACTOR ®CHIMNEY — COMPOSITE SHINGLES — — ARRAY#4 coop CONDITION 4 MODULES POTENTIAL SHADING ISSUES �TRIM/REMOVE AS NECESSARY ACCESS ROOF — 1380*zII CH ELEMENT ENERGY, LLC. — — — � Access RooF 7470 SOUND AVE — — ACCE55 ROOF MATTITUCK, NY 1 1952 LICENSE # 43889-11 411 LICENSE # 52G89-ME m N rn 8"�IRe SET GE 18' IRE g ACK Rl E cDi PROJECT NAME O ! I 1 I I I I I I I I rnA ACCE55 ROOF 1 D LLJ Q a O - ^--- ACCE55 LLJ / - - LLJ - -- U) z z CZ 4 ARRAY#I I G MODULES I II JloN U 30°PITCH 13&AZIMUTH 4 .� 4411_ ARRAY#5 G MODULES 5HEET NAME ARRAY#2 45°PITCH CONSTRUCTION SUMMARY - MAIN HOUSE 4 MODULES 22&AZIMUTH 45°PITCH G'x 3G'GROUND ACCE55 TYP. RO O E DETAIL. (22)QCELL Q.PEAK DUO BLK ML-G I O.A+ 400 WATT PV MODULES 228°AZIMUTH (DIMENSIONS: 74"X 4 1 .I"X 1.3") (22) ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTER5 (52)ATTACHMENT POINTS @ 72"O.C. MAX. (229.3) LF IRONRIDGE XR 100 MOUNTING SYSTEM. DRAWING SCALE ROOF TYPE = ASPHALT SHINGLES (SINGLE LAYER) I /QII = II CONSTRUCTION NOTES "NOTE I I_O (vJ 1 .) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE I .) THE ROOF 5ETBACK/PATHWAY SHALL NOT BE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRED TO ROOFS WHEN OPPOSING OR 2.)ALL OUTDOOR EQUIPMENT SHALL BE KAINTIGHT WITH ADJACENT ROOF IS ACCE55 ROOF IN SHEET NUMBER MINIMUM NEMA 3R RATING. ACCORDANCE WITH R324.G.I EXCEPTION OF ��— 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NYS RESIDENTIAL CODE .J FIELD VERIFICATION. TAX MAP: 1000097000300020001 ?oho Sign Document ID IXIMUHCF8_PUJKBYXGNPAPX5EEDYGNBIGZIYNGOKFNI HEAVIE5T DE5IGIJ t DRAFTING BY: LOAD CALCULATION ARRAY ITEM DESCRIPTION ARRAY#I - 5 (ARRAY#2) RB RICO e Beam/Board 2"X 1 2" D. FIR ELEMENT ENERGY LLC Roof Rafter 2"X 10" D. FIR 16 O.0 REVIEW BY J.M.NABCEP CERTIFIED MODULE WEIGHT(Lbs) 44 05 1 1 12-129 (D) Deckin 5/45" PLYWOOD #OF MODULE5 4 (J) Ceilin6j Joist 2"X 10" D. FIR I G"O.0 TOTAL MODULE WEIGHT(Lbs) 176.0 (P) Pitch 30Q 409 4 45Q REVISIONS ��OF NEW Y (C Collar Ties 2"X " D. FI ORIGINAL OS- 9-2 4 " O.C. DESORPTION 19-2022 Rev TOTAL LENGTH OF RAIL(Ft) 26.4 (Fi) tiorizontal Span Of 2 " MAX. RAIL WEIGHT PER FOOT(Lbs) 0.68O A TOTAL RAIL WEIGHT(Lbs) 15.0 #OF 5TRANDOFF5 10 �FY�l ! W (D) 0 WEIGHT PER 5TRANDOFF(Lbs) 2 Z TOTAL 5TANDOFF WEIGHT(Lb5) 20 N�O p^1 443 TOTAL ARRAY WEIGHT(Lbs) 214.0 ArO�SS1 NP� CONTRACTOR POINT LOAD(Lbs) 21.4 TOTAL ARRAY AREA(5ol Ft) 85.6 ARRAY DEAD LOAD(Lbs/Sct Ft) 2,5 ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN (P) MATTITUCK, NY 1 195 SNOW Sped Topographic Special Windborne DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL (C) LOAD" (mph) effectsk wind debris CATEGORY[ Weathering' line Termite` TEMP` REQUIREDh HAZARDS9 INDEX' TEMPI # 43889-11 region' zonem depth° LICENSE# 52689-ME 20 140 NO NO NO B SEVERE 3 FT HEAVY 15°F YES ZONE X 599 51'F MANUAL J DESIGN CRITERIA^ Indoor Heating j Elevation Latitude Winter Summer Attitude sign Design temperature PROJECT NAME heating cooling correction factor temperature cooling temperature difference 108 FT 41'N 15°F 86°F 1.00 70'F 75°F 55'F Cooling Wind Wind Coincident Daily Winter Summer (J) Q Mr temperature difference velocity velocity wet bulb range humidity humidity LU heating cooling 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH z O — LLJ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL I Q '^ , LU 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 ) vzJ 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 JL LU LL 1 from Figure R3012(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. �/ r 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 J ! shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP �! 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. C JLJ O 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 5OLAR MODULE L on a site-specific basis in accordance with Section R301.2.1.4. 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 5TAINLE55 5TEEL 3/8' C1 n 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 BOLT AND NUT Q (� — see Figure R301.2(1).] N f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. U 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: NRIDGE ALUMINUM RAIL i.The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM'L'BRACKET ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM FLA5HING 5HEET 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 effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." ST RU CT U RA 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)." A5PHALT 5HINGLE ROOF 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 5/1 G'z G'5TAINLE55 (Base 32°F)." 5TEEL LAG BOLT WITH k. In accordance with Section R3012.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 2 112'MIN THREAD 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 DRAWrIC 5CALt I. In accordance with Figure R3012(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with WITH GEOCEL 4500 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER)In. AS NOTED . In accordance with Section R301 .1.2 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 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 R3012(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. SHetT i 1ur iBtR (") See Figure R301.2(4)B. PV-4 TAX MAP: 1000097000300020001 MOUNTING DETAIL I n ?oho Sign Document ID: IXIMUHGF8__PUJKBYX(3NPAPX5EEDY(3NBIGZIYNUOKFNI 32)QCtLL Q.PEAK DuO BLR ML-G 10+400 WATT PV MODULES DE51GN t DRAFTING BY: :1)STRING OF(1 3)MICRO-INVERTERS.(I)STRING OF"C'MICR)'kVERTERS E(I)STRING OF(9)MICRO-INVERTF';' '(3)STRINGS TOTA. ELEMENT ENERGY LLC REVIEW BY J.M.NABGEP CERTIFIED 051112-12? STRING #I ------------ - - - - - - - - - - - - - - ORF E(�jy y REVISIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r��\1^' O A C�C/s O�� D_`5CRIPTION DATE RE. "J F -------------- J` LLI STRING#2 : .r Z ---------- I40 -- ------------ I ---- ---- ---- ---- ---- ---- ---- ---- ---- RID RO SSO " FE ' , I , 1 STRING #3 I r_ _------- - O 61-DIRECTIONAL CONTRACTOR UTILITY METER I ; , I-PHASE.240 V I1 ---------- I 1 N =auTxlureacoiNEcnal ELEMENT ENERGY, LLC. MICRO-INVERTER ENPnASE BRANCH LC 16TM a TAP Ca DUCTOR .1 1 CIRCUIT CABLE TYPICAL R/ASE 107PLU5-�2-2-US\�EN Ac. I.2 A _L`"OT"C'm'D7470 SOUND AVE X AC OUTPUT POWER 290 VA 975%CEc-wEiGHTEDEEF MATTITUCK. NY 1 1 95- NEMA G.uL L15TED TYPICAL LICENSE # 43889-t1 LICENSE # 52G(I 1 I - 240v 2WA ; i I i I PROJECT NAME I � I Q r 'I I ((\ MAIN SERVICE PANEL W < V 1 v 0 - AC D15CONNECT z L^ 50 D D22311R5 L I AC COMBINER 90X N LLJ I - 240` 60A 3P , Q , 'IEMA 3R UL LISTED N 1 1 - '- 2;50 A=U5E5 W I i STING GROUNDING V ) 1 _CTRODE 5Y5TEM W W U-j v I , I I - I N N n 1 D (D II ------------------- ° ---- ° ------------------------------------------------------� > W C WIRE 6 CONDUIT SCHEDULE Q --IRCUIT CIRCUIT CIRCUIT CONDUCTC- CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIEN- -LMF ESTIMATED Voltage Drop(% Q (0� I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE 1 310.15(BX3, D)15(BN2.X3c) `v INVERTERS COMBINER PANEL AWG#12 1 6 0.5 U5E-2/PV Wire AWG#8 BARE CU FREE AIR I' 559C 0.54 80 FT 2.0% OR EMT COMBINER PANEL AC DISCONNECT AWG#F 3 "-1WN-2 THWN-2 CU PVC 0.95 25 FT 0.5% AC DISCONNECT MAIN PANEL Al 'a I 3 THWN-2 THWN-2 CuCU PVC - 0.95 1 C FT 0.2% ELECTRICAL NOTES 5HEET NAME CALCULATION5 FOR CURRENT CARRYING CONDUCTORS I.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL. AND LABELED FOR ITS APPLICATION. #I PV 5ource Circuit Wire Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90QC WET ENVIRONMENT. [NEC 690.8(5)(I)]: (15c) '(#Of5tring5)'(I.56) = 19.66 A Modules per String 13 ti 3-LI N L D I A. 3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#12, ampaclty'Temp Derate = 20.1 6 A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. 20.1 6 A> 19.66 A,therefore DC wire 51ze 15 valid. Modules per Inverter 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL Number of Inverters 35 COMPLY WITH NEC I 1 0.26. #2 Inverter Output Wire Ampacity Calculation 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output'(1.25) = 48.4 A Record low temp -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACESSORIE5 TO FULFILL AWG#8. ampacity'(Temp Derate)'(Conduit FIII Derate) = 52.25 A Voc Temp Coefficient -0.2401o/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A > 45.4 A. therefore AC wire size 15 valid. DC 5Y5TEM SPECIFICATIONS CALCULATION5 G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation Operatinq Current I O.6 A =(#of stun s)'(Im N .T.5 . THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 48.4 A Operatincl Voltacle 33.9 V =(#modules in 5erie5)'(Vm ) 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#C. ampacity'(Temp Derate)'(Conduit Fill Derate) = 7).25 A 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 7 1.25 A >48.4 A.therefore AC wire size 15 valid. Max.System Volta a 44.5 V = (#modules in series)'[(((-#.##%V/QC'.O))'(Lo Temp##QC-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION, Short Circuit Current 1 4.1 A =(#of strin 5)'(15c)'(I.25)per Art.690.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG AC 5Y5TEM SPECIFICATIONS SHEET NUMBER OR IL5CO GBL-4D5T LAY-IN LUG. Max AC Output Current 45.4 A PV-5 10.)THE POLARITY OF THE GROUNDED CONDUCTORS I5(positive/negative) O eratm AC Volta le 240 V OR I O.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP; 1 00009700030002000 1 ?oho Sign Document ID: IXIMUHCFB_PUJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI SERVICE METER O O DESIGN&DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGYLLC ® � SOLAR PV SYSTEM PHOTOVOLTAIC I. ( I ) ALL LABEL SHALL BE INSTALLED IN REVIEW BYJ.M NABGEP GERTIPIE oslllz- 29 EQUIPPED WITH SOLAR BREAKER _ •• • •• ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® REQUIREMENTS. ioDA DATE REV OPERATING (2) ALL LOCATIONS ARE APPROXIMATE AND [17,GINA, 05-19 2022 MAX SYSTEM VOq SOLAR AC LOAD CENTER - OUTSIDE = �DONOTREtMTETM O. REQUIRE FIELD VERIFICATION. OVBMRRENfDEVICE ` (3) LABELS, WAKNING(S) AND MARKING OTURN RAPID SHUTDOWN SWITCH TO Q SHALL BE IN ACCORDANCE WITH NEC THE'OFF POSITION TO SHUT DOWN I 1 0.2 1 (B). _ PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY cauT1DN (4) THE MATERIAL USED FOR MARKING AC DISCONNECT POWER THE FOLLOWING IS SOURCES WITH FROM THE FOLLO�MNG SOURCES WITH "-- D,SCONNECTS LOCATED ASSHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE 20 ,— �""�" " COMPLIANCE WITH NEC 1 10.2 ) (5)(3). CONTRACTOR �IN THE GARAGE PVDRE -- (5) THE PV SYSTEM CIRCUIT CONDUCTORS ® O ® I I VVARNING TYP Y i� SHALL BE LABELED INSTALLED IN ELEMENT ENERGY, LLC. THLSEOIaPwENr�BYMxTFIE DUALPOVVERSUPPLY L� 7470 SOUND AVE OVE�� EXa ALL SOURCES:UTILITY GRID ?. COMPLIANCE WITH NEC 690.3 I MATTITUCK, NY 1195 w►a WVLYovERa>R aff � AND PV SOLAR LICENSE # 43889-11 DEVICE.SHALL NOT EXCEED ELECTRIC SYSTEM LICENSE # 52G89-ME CONDUIT - INSIDE BUILDING Nrff'YICRYOF&MAR I 1 3O 0 WARNING THIS SEFCvXE.. .----__------------------- -- METER PROJECT NAME LSO 1 IS A SERVE ELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM = PHOTOVOLTAIC SYSTEM TERMINALS ON THE LINE AND I COMBINER PANEL LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS IN THE OPEN POSITION ..... -- - - Ll I Q (� CONDUIT - OUTSIDE BUILDING - - --- 0 - ® z0m IIARN I N o w z DUAL POWER SUPPLY (() z ISOURCES:UTILITY GRID AND E L^L/J Lj_J W PV SOLAR ELECTRIC SYSTEM MAIN SERVICE PANEL - OUTSIDE O A CAUTION SOLAR CIRCUIT LU 0 ®cAUTICIv � � o m U SOLAR ELECTRIC SYSTEM CONNECTED Q 00 F-- AC DISCONNECT MAIN SERVICE PANEL - INSIDE OPERATING VOLTAGE v LT S OPERATING CURRENT 4mps POWER SOURCE OUTPUT CONNECTION ® O DO NOT RELOCATE THIS SHEET NAME OVERCURRENT DEVICE AlF "Ewy LABELS P� o A cOlp_ CO AC DISCONNECT/BREAKER DRAWING SCALE ^103443 � N .T.S. ARO ssioNP� 511EET NUMBER PV-6 TAX MAP: 1000097000300020001 Zoho Sign Document ID:CXTAS13GUI1 PJEEVX6VDYJP5TZUR9Q=DJA7FLYR7NEIA I� l� 1� 111�� 1� • MAY 112023 Town of Southold my 27th, 2022 Building Department �� Town Hall Annex Building OFSOU � 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Subject: Roof Mounted Solar Panels at the Adams Residence, 2895 Eugenes Rd. Cutchogue. Y 11935 To Town of Southold: I reviewed the solar energy system installation in the subject topic on July 27th, 2022. The units have been installed per the manufacturer's instructions and the construction drawings approved by the Building Department, Town of Southold, New York. The solar panel installation is in compliance with the requirements of the 2020 Residential Code of New York State, the 2017 National Electric Code, SEI/ASCE 07-16 "Minimum Design Loads for Buildings and Other Structures", NFPA Standard 70, and current industry standards and practices and based on documentation and data supplied by Element Energy at the time of this report. Markings in accordance with Section 690.53 of the National Electrical Code are provided. To the best of my 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 safeguarding life, health, property, and public welfare. Sincerely, OF NFtrV Gennaro Anthony GiUstra. P.E. �� 1-O Great Eastern Services, Inc. CO ,�P PO Box 240 24 Harvey Rd r Yv r i w Riverhead, NY 11901 Z < �O 103443 kid Office: 631.543.9555 ARC SSIONP�. Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID:IXIMQHCF8_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI Town of Southold April 26th, 2023 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Adams Residence, 2895 Eugenes Rd. Cutchogue. NY 11935 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70.These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for.the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. �Q'��of AEG r0 Great Eastern Services, Inc. PO Box 240 24 Harvey Rd c) Riverhead, NY 11901 2 �O 103443 l(i Office: 631.543.9555 A��ESSIONP� Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID:IXIMQHCFB_PQIKBYXGNPAPXSEEDYGNBIGZIYNCOKFNI SCOPE OF WORK °tSI `D 1NG BY. ELEMENT ENERGY LLC TO INSTALL A 12.8 KW SOLAP.PHOTOVOLTAIC(PV)SYSTEM AT THE ADAMS RESIDENCE. PeconK REwEw BY J.M. RT1FIL NABCEP cE LOCATED AT 2895 EUGENE5 ROAD.CUTCHOGUE.NY 1 1935. - 05 1 1 12-129 THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. CJ REV15IONS DESCwPlRJN wrz R(� SYSTEM RATING 12 8 kW DC 5TC EQUIPMENT SUMMARY V ' 32 OCELL O.FEAK DUO 8LK MLG I O A+400 WATT FV MODULES QndxwA 32 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR t IRONRIDGE%R100 MOUNTING SYSTEM or NEjq,y ® - �P o A O SHEET INDEX ELEMENT ENERGY,LL,. Pv=2 SEE PLAN Pv-3 ROOF PV LAYOUT * ° * PROJECT LOCATION 7470 50UND AVE S MATTITUCK,NY 119 PV-4 5TRUCTURAU DETAILS 4 SECTIONS 43-,, LICEN5E#43889-I' FV-5 3-LINE PV-G LABELS ELECTRICAL DIAGRAM �A�1034 LICENSE#52G89-ME RQFESSIQNP� N I� GOVERNING CODES °° 2017 NATIONAL ELECTRICAL CODE. I RROIECT N E 2020 RE51DENTIAL CODE OF NEW YORK STATE. �\/�// , A5CE 7-16 AND NFPA-70. W 270° l )[�90°E UNDERWRITERS LABORATORIES(UU STANDARDS //�\ 05MA 29 CFR 1910.2G9 240° a 120° p m GENERAL NOTES 210°18o 150° z o(C S 1.CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT Lu THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZELLJ HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK 5)— Z Z AGREE THE SAME. AERIAL VIEW w LLJ LL 2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED (V (, APPROVALS,PERMITS,CERTIFICATES OCCUPANCY, 10.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. TOWN COMMENTS AND APPROVAL STAMP Z .INSPECTION APPROVALS,ETC,FOR WORK PERFORMED FROM G AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONTRACTORS LIABILITY,WORKMAN'S COMPENSATION, c LLl O 3.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPO5E5 Q Lf) _ ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO 0 n (-) COMMENCING WITH WORK. JURISDICTION. Q CID Ir— 4.IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR N WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE J013 SITE DURING THE THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ENGINEER.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL HEALTH ADMINISTRATION.TH15 SHALL INCLUDE,BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, 5.ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 SCAFFOLDING,STAIRS,ETC.,AS WELL AS PERMANENT SPECIFICATIONS. CONSTRUCTION. �O\/F L G.ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE V UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C.4 DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NYS CODES<REGULATIONS CONDITIONS.EACH CONTRACTOR SHALL VERIFY EXISTING 7.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS COMMENCING WITH WORK. 5cuc CERTIFICATION OF THESE PLANS. 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 oRn�N� 8.THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE SITE AND D15POSE OF IN A LEGAL MANNER ON N.T.S. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY DA515 OR SOONER IF CONDITIONS WARRANT. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14.AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED E USED RE ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCE55 MATERIALS.THE FACILITY 15 TO BE THEY ARE NOT TO B EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE 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 HI5 WORK.OR DAMAGED AS PV- RESULT OF HI5 WORK. TAX MAP: 1000097000300020001 SEXS�UM m-��PANEL NEW"9JB-PANELS A/C N� -R�G RAL 0 AMOHMENT�T Am� N�T O�.G�T 1 ILI VE KWY U- FHII PROJECTN-t N FOOMMONO/O=V ZZ M' uj < u c) Z uj uj U-1 U) vj "j 2------------------- < C) n u FES,z m MOM/ � maE Zoho Sign Document ID:IXIMOHCFB_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI HEAVIEST ITEM DE5CRIPTION ARRAY#I -4 LOAD CALCULATION ARRAY DEIGN!DRAFTING BY. (ARMY rz) EI Rld a BeamBoard 2'X 12'D.FIR eLe RW ENERGY LLc MODULE WEIGHT(Cite) 44 Roof Rafter 2'X 10'D.FIR I G"O.0 REVIEW pv�i.l INABCEF CERTIFIE (D) Deckhr 5/8'PLYWOOD 2-129 r OF MODULES 4 OF NE (3) Calm Jo15t 2"X 10"D.FIR I G"O.0 q�G Y (P) Pitch 30Q 40-4 45Q REV1510N5 TOTAL MODULE WEIGHT(Lbs) 176.0 �tO A GyG 0,Q C Collar Ties 2"X .FIR 4 DE `Tict1 DAT" Rf° TOTAL LENGTH OF RAE lFt) 26.4 2� '� h horizontal 5 an of oRlciNu o1-19-2022 ruYSid! 04-26 202 3 RAL WEIGHT PER rooT flits) 0.65 4 W (RB TOTAL RAIL WEIGHT(Lbs) 6.0 m _ - 2 (R) r OF 5TKANDOFFs 10 O WEIGHT PER STRANDOFF(Lbs) 2 T03445 TOTAL STANDOFF WEIGHT(D,$) 20 SSIa" TOTAL ARRAY WEIGHT(Lbs) 214.0 POINT LOAD(Lbs) 214 CONTRACTOR TOTAL ARRAY AREA(59 Ft) 85.6 ARRAY DEAD LOAD(lbsK,ft) 2.5 ELEMENT ENERGY,LLC WIND DESIGN SUBJECT TO DAMAGE FROM 7470 50UND AVE GROUND SIGN EIIREIER KFr!T Aa aEAN (P MATTITUCK.NY 1 195 SNOW T SpttiRl WiMMeae DESIGN Fros[ 061afl Ut al Ar!+ FLOOD FREEZING ANNUAL LORD' 5 ed! wind deer" CaTEGORYI WeRrblrhhC• it- Te mite TIYr! uNREquIREOeh "AZA 110 NDPI Teat+ (C) LICENSE#43889-11 (ntPh) " rgl.R' depth' LICENSE#52G89-ME 20 140 No No No B SEVENE 3 FT H 15•F YES ZONE X No 51•F FEMA .,t).—.ERITERMe tRkheW ti S— Althome "R""'r Elevnion l4tlfEhaa heallrlfl rmlinR Ferre[tiwn factor deti)m um—ne eealiii, PROJECT NAME in"Row iIF4rYhte 1Dfl FT 41•N 15'F 86'F 1.00 70'F 75'F 55'F -__- _ _ _(h - L(� Cools{ waver wit ly calN;llent Delly whim, SuRena temperature daeren[e Oaa41{ coeRrt Fret Mrlk rarhfle humidity tAREhifry U-i Q rem U 11'F /5 MPH 7.5 MPH 72'F MEDIUM(M) 40% 32 GR @5D%RH Z I.IL For SI:1 pound per square foot=0.0479 kPa,I mile per hour m 0.447 cols. ROOF FRAMING DETAIL El QLn } Where weathering requires a higher strength concrete or grade of masonry Man necessary to salisy the structural requirements of this code,the frost line depth strength z z a required for weathering shall govem.The weathering column shall be filled in with the weathering inde,'negligible,'moderate'or'severe for concrete as determinetl from Figure R301.2(4).The grade of masonry units shall De determined from ASTM C34,C55,C62,C73.C90.C129,C145,C216 or C652. V-i rWn (LI D. 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 junsi iclion shall fill in the frost line depth column with the minimum depth of(Doling below finish grade. MODULE MOUNTING CLAM y/ 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 total subterranean termite damage. III. W O a. 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 SOLAR MODULE Q site-specihc basis In accordance with Section R301.2.1.4. a. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for win from Appendix fro Appendix D of the Plumbing Code of New York 5TAJNLE55 STEEL 3r8- � U Stale.Deviations from the Appendix D temperatures shall he permitted to reflect local tlimates or total weather experience as determined by the building official,[Aso BOLT AND NUT Q see Figure R301.2(1).] It. The jurisdiction shall fill in this pan of the table with the seismic design category detemlined from Section R301.2.2.1. N g. To establish food hazard areas,each community regulated under Title 19,Pan 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New U 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 NRIDGE ALUMINUM PAIL Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended m revised with. i.The accompanying Flood Insurance Rate Map(FIRM), AWMINUM'�h•.: ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM f1A5HING SWEET—11t The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In_dance 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 junsdichon shall fill in this pan of the table with'YES.'Otherwise,the Jurisdiction shall fill in this pan of the table with"NO.' ��p I I�TI I o^ I. The jurisdiction shall fill in this pan 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) I\ll I U I�/-'1 value on the National Climatic Data Center data table"AT Freezing Index-USA Method(Base 32'F).' HALT SHINGLE Roof J. The junsdicbon shall fill in this pan of the table with the mean annual lempereture from Me National Climatic Data Center data table'Air Freezing Index-USA Method 5/16'x 6'STANtE55 (Base 32'F).' STEEL LAG BOLT 1V1TH k. In accordance with Section R301.2.1.5.where there is local historical data ol—enting structural damage to buildings due to topographic wind speed-up effects,the 2 I/2'MIN THREAD jurisdiction shall fill in this part of the table with -Otherwise,the jurisdiction shall indicate in this pan of the table. PENETRATION SEALED I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill e,this pad of the table with WITH GEOCEL 4500 'YES"and identify any Specifi requirements.Otherwise,the jurisdiction shall indlcate'NO•in This pan of the!able. (EQUIVALENT OR BETTER) �� O I In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debits wind zone(s).Otherwise,the jurisdiction shall indicate'NO*in this pan of the table. The junsdiction shaft fill in these sections of the table to establish the design criteria using Table 1,or lb from ACCA Manual J or established coterie delemined by the jurisdiction. et. The gmuntl snow bads to be used in determining the design snow loads for rook are given in Figure R301.2(6)for sites at elevabons up to 1,000 feet.Sites at elevations above 1.000 feet shall have their ground snow bad Increased from the mapped value by 2 psf for every 100 feet above 1,000 feel SHEET NUMBER (') See Figure R301.2(4)B. TAX MAP: 1000097000300020001 MOUNTING DETAIL n PV-4 Zoho Sign Document ID:IXIMQNCFB-PO.MBYXGNPAPX5EEDYGNBIGZIVNCOKFNI SOLAR ARRAT ON MNN nDUSE 12 6 t11 132)OCELL O PEAK DUO BLK ML-GI O♦400 WATT FV MODULE5( DESIGN t DRAFTING BY' I)5NG OF 113)MICRO-INVERTERS.(I I5TRING OF(10)MICRO-INVEPTER5 t(1)5TRAN OF(9)MICRO INVtR*tR5 '3TRI1:TR.NGS"TA'. ELEMENT ENERGY LLC OF NEIV REV1tW'Bv05I I44W-EE9QRTIFIEC 1-i-- ----- - G/G•�O�* _ _ _ _ _ _ _ _ _ _ _ _ _ _ REVISIONS it ______________ - -. _ - a j >T D[SCPJPnpx DAR RtT' 1 ----JIL-- ---- ---- ----AL -- -------- ----� n - e� STRING N2 'O Z0303 443 r- ---------- !C.- -4 -!C. -!C. 1SSION -------------- 1 � -iir Alta) I I I I i ________ _ O IRNCrgNr1 CONIRA.TCIR Ir uNMtttR V N ELEMENT ENERGY. C.- 1 7470 5OUND AVE I 1 MATTITUCK.NY 1 195, LICENSE#43889-H LICENSE#52G89-MF I I � I i I I PROJECT NAME I 1 1 Ih�n L Ln 1 W Q 1 A<O CDNNtC Z _ N _p c f } -tT1l N N Lu z `.fQRODf 5r5TUA "' Z w ,W,1n� LV • I ^ V WIRE N CONDUIT SCHEDULE Q n U CIRCUIT CIRCUIT CIRCUIT CONOUCTOP. CONDUCTORS MAX.CONDUCTOR CONDUITIU- CONDUCTOR r>RDUND GROUND GROUND TYPE CO wl CONOIIn AMBIENT TtMP ESTIMATED Vd,Dmp I D/ ORIGIN Dt5TINATION Na PER POL! QUANTITY DERATt INSIAATION 512E QIANT IY m5UU^nCN 'I TYEE Na TEMP =1 DI9TANCt INVERttRS COM&NER PANtL AWG/12 1 6 T O B 3 USE-2/F V%Mre AWG#8 1 BAR! CU FREE NK I' 55RC .a 0.N EO FT 2.O U OR EMT COM OKPAWWL -ODISCDIINECT AWG/8 1 3 1 TI 1-2 -/e 1 THWN-2 CU NC 45•C 0.95 25 FT O.S% AC OS I%T MNN PANEL AM'G/6 3 iHW11-2 WG/8 1 THWN-2 CU NC 45°C oft D`T 0.29i ELECTRICAL NOTES 5HEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS I)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. N I PV Source Grcurt Wme Amp-ty Calcdatan CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER.RATED FOR GOO V AND 90RC WET ENVIRONMENT [NEC 690.8(Bx I)j:(Isc)'(N of stnrys)'(I.56) .9 66 A 3-LI N E D A. 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY Modules per Stnrlg 13 MAz. TO.AND LOCATED AS CL05E AS POSSIBLE TO THE NEARE5T R)DGE.HIP,OR VALLEY. AWG N 12,ampaoty'Tcmp Dense-20.16 A 4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EOUIPMENT SHALL 20.!6 A> 9 66 A.threfore DC.vre see�s vald. Modules r Inveter I COMPLY WITH NEC 110.26. N2 Inverter Output WmAmpaclty Calculation Number of 1-t- 32 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5.CONTRACTOR SHALL Imrerter Max Amperage output'(1.25)=48.4 A Record low to -1 ORC FURNISH ALL NECESSARY OUTLETS.SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL AWG N8.amp-ty'(Temp Dc-c)'(Condu�t F.11 Dense)=52 25 A Voc Temp Coefh,,.m .0.24%NC DRAWING 5CALE APPLICABLE CODES AND STANDARDS. 52.25 A>48 4 A,therefore AC wire size n va11d. DC SYSTEM SPECIFICATIONS CALCULATIONS 6.)WHERE SIZES OF JUNCTION BOXE5,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED. N3 Inverter Output W-Ampaclby Calculation O rxm Curcent 10.6 A -(N d stun sl'Om, N.T.5. THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. IlveRer M.Amperage output'(1.25)=46.4 A 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#6,ampa ty'(Temp D-te)'(Condult Fdl Deratc)-71.25 A nGn Vd 33.9 V -k modules In senes'(Vm) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 71 25 A>48.4 A,therefore AC-sae n-a Max. tem Voles 44.5 V -(N modules In senes)'1((I-R NN%VIRC'O I)'(Lo SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER5 INSTRUCTION. Short G-t Current 14 1 A -(N of 5tn s)'Ose)'(I.25) r Art.690.8(A)(1) 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E.C.VIA WEED LUG AC SYSTEM 5PECIFICATIONS - OR IL5CC GBL-4DBT LAY-IN LUG 10)THE POLARITY OF THE GROUNDED CONDUCTORS 15(posltl,Unegat-) Max AC Out ut Current 48.4 A F\ /_ OR O eratln AC Vdta 240 V �/ I O.)THE DC SIDE OF THE PV 5Y5TEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 TAX MAP: 1000097000300020001 [ j Zoho Sign Document ID:IXIMOHCF8_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI SERVICE METER O O DESIGN°DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE ® © SOLAR PV SYSTEM PHOTOVOLTAIC f • • , (1) ALL LABEL SHALL BE INSTALLED IN 06,112-129 EQUIPPED WITH SOLAR BREAKER • ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® REQUIREMENT5. IevlsloNs oe3cwrraN oAn I K,v �� (2)ALL LOCATIONS ARE APPROXIMATE AND I9-j:2 50LAR AC LOAD CENTER-OUTSIDE DO 18N Ita0Cl0ETHSy REQUIRE FIELD VERIFICATION. slo a26Q023 MENT (3) LABELS, WARNING(5)AND MARKING 0 TURN RAPID SHUTDOWN SWITCH TO g ® SHALL BE IN ACCORDANCE WITH NEC THE'OW POS[T10N TO SMUT DOYM 0 1 1 0.2 1(B). PYSYS@INDR®DLF SIMIMZAWNDEMMr AC DISCONNECT (4)THE MATERIAL USED FOR MARKING SOLAR AC LOAD CENTER-INSIDE 2 ��°°"""°"�""'" MUST BE WEATHER RE515TANT, IN 0 CON"FACTOR ® w -^• COMPLIANCE WITH NEC 1 10.21(B)(3). _ (5)THE PV 5Y5TEM CIRCUIT CONDUCTOR5 ® O ® © 5HALL BE LABELED INSTALLED IN ELEMENT ENERGY,LLC THIS EOURBIT FED BYLBRTIRE DUAL POWER SUPPLY COMPLIANCE WITH NEC 690.31. 7470 SOUND AVE SOURCES TOOLRUMOFALL OVERCUR ENTBEIAEES.EA(YU0ING SOURCES:UTILITY GRID MATTITUCK.NY 1195 1IM SIIFPLYOWERDIA RENT AND PV SOLAR LICENSE#43889-11 DEVCE&VILLMIT DICFEO ELECTRIC SYSTEM CONDUIT-INSIDE BUILDING AW"a^'OFWOFI LICENSE#52689-NF ® 0 G &WARNING THIS SERVICE METER IS ALSO SERVED BY A PROJECT NAME ELECTRIC SHOCK HAZARD i PHOTOVOLTAIC SYSTEM PHOTOVOLTAIC SYSTEM TEIOARALS ON 7iE UNEAD COMBINER PANEL LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS Lf) _ IN THE OPEN POSITION CONDUIT-OUTSIDE BUILDING W Q ® ® Q) ® z � _ . . lu DUAL POWER SUPPLY zz 1 w saLAR BIECTPoC SYSTIiI J MAIN SERVICE PANEL-OUTSIDE O �WTION SOLAR W O 5 — - 0 0 0 ® Q N � © • of NEIV U MAIN SERVICE PANEL-IN51DE co �t0 A G�(/tk POWER SOURCE OUTPUT CONNECTION * 'A ® O I ODO VERC RELOCATE EVIEE r 5"FET NAME OVERCIIRREM DEVICE — e Yc. Z -. 0 N� LAB E L T0344S �SSIOT"' AC DI5CONNECT/BREAKER DRAWING SCALE 0 0 0 ® G N.T.5. SHEET NUMBER PV-6 TAX MAP: 1000057000300020001 Zoho Sign Document ID:IXIMQHCF8_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI ^ a L } v y ! I IIIv-J Town of Southold i 26th, 2023 Building Department ; ' JUN 2 7 2024 Town Hall Annex 54375 Main Road Building DPP"r"ent P.O. Box 1179 Town of Southold Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Adams Residence, 2895 Eugenes Rd. Cutchogue. NY 11935 To Town of Southold: I hereby state that it is my professional opinion that the subject plans comply with the 2020 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and NFPA-70.These code requirements include the fact that the roof framing is adequate to support the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. Al OF NEIV y0 Great Eastern Services, Inc. co ��go A G ,per PO Box 240 24 Harvey Rd n ` G Riverhead, NY 11901 �O 103443 !` Office: 631.543.9555 A'QO ggt Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Zoho Sign Document ID:IXIMQHCF4_PQJKBYXGNPAPX5EEDYGNBIGZIYNUKFNI SCOPE OF WORK �E51GN DRMTING 1° FIGMENT EHERGv.:r TO INSTALL A 12.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ADAM5 RE50ENCE. � REVIEW BY J M.NABCEY C LOCATED AT 2895 EUGENE5 ROAD.CUTCHOGUE,NY 1 1935. 051 112.129 THE POWEF GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. © - REV15IONS —1 DAM REI SYSTEM RATING Ox3�w p�.i9.2022 ppplwF �26.202J 1 2 8 kW DC 5TC CD EQUIPMENT SUMMARY V 32 QCELL Q.PEAK DUO BLK ML-G I OA+400 WATT PV MODULES Culchaqum 32 ENPHA5E I07PLU5-72-2-US MICRO INVERTERS I IROHRIDGE XR 100 MOUNTING SYSTEM of NEtV CONTRACTOR SHEET INDEX I ELEMENT ENERGY,LLC PV-1 COVER tl 7470 SOUND AVE PV-2 517E PLAN PROJECT LOCATION PV-3 ROOF PV LAYOUT MATTITUCK,NY 1195 PV-4 STRUCTURAU DETAILS t SECTIONS 1� ,� LICENSE#43889-t' PV-5 3-LINE ELECTRICAL DIAGRAM �03443 LICENSE#52d89 V° PV4 LABELS N GOVERNING CODES 2017 NATIONAL ELECTRICAL CODE. I I PROJECT 2020 RESIDENTIAL CODE OF NEW YORK STATE. NAME A5CE 7-1 G AND NFPA-70. W 270°� v 90°E 4 UNDERWRITERS LABORATORIES NU STANDARDS Ln OSHA 29 CFR 1910.269 240" v 120° Q m GENERAL NOTE5 2101so°150 U O S Z CL/1.CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT Lu Lu } THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE W Z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK w W AGREE THE SAME. AERIAL VIEW to 2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED (ILI UI D APPROVALS,PERMITS,CERTIFICATES Of OCCUPANCY,INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM 10.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. TOWN COMMENTS AND APPROVAL STAMP U c AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION, L lLJ O COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES 3.ALL WORK SMALL CONFORM TO CONSTRUCTION CODE AND OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO Q (5) ALL RULES AND REGULATIONS OF THE RESPONSIBLE < U COMMENCING WITH WORK. JURISDICTION. COMMENCING 4.IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1.EACH SUBCONTRACTOR 5HALL BE RESPONSIBLE FOR N WHICH DI5AGREE5 WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB 517E DURING THE U THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS ENGINEER.SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK,HE 5HALL A55UME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE,BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, LATEST A.I.S.0 SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY snEET NAME F ABRICATED AND INSTALLED AS PER L LATE ALL STRUCTURAL STEEL SMALL BE AND SHALL BE SCAFFOLDING,STAIRS,ETC..AS WELL AS PERMANENT F SPECIFICATIONS. CONSTRUCTION.1 2.FIGURED DIMENSIONS 5HALL GOVERN.DO NOT SCALE COVER G.ALL ELECTRICAL WORK SHALL BOARD OF FIRE DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NYS CODES<REGULATIONS UNDERWRITERS APPROVEDD AND IN N ACCORDANCE WITH N.E.C.4 CONDITIONS.EACH CONTRACTOR 5HALL VERIFY EXISTING 7.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS COMMENCING WITH WORK. DR—IG 5C4E CERTIFICATION OF THESE PLANS. 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 8.THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE 517E AND DISPOSE OF IN A LEGAL MANNER ON N.T.5. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BA5I5 OR SOONER IF CONDITIONS WARRANT. PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. 14.AT THE COMPLETION OF WORK,THE 517E TO 13E CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY 15 TO BE EXTENSIONS TO TH15 PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF SHEET NUMBER E CONTRACTOR 5HALL PROTECT,PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK,OR DAMAGED AS PV- RESULT OF HI5 WORK. TAX MAP: 1000097000300020001 PV Ill f 1� 1:6 iffliRl� Zoho Sign Document ID:IXIMQHCFB PQIKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI HEAVIEST ITEM DE5CRIPTI0N ARRAY#I -4 LOAD CALCULATION ARRAY DESIGN.DRAFTING B:'. (ARRAY 1102) RB Ridge Bea rd 2'X 1 2"D.FIR ELEMENT ENERGY LC MODULE WEIGHT(IJr>) 44 Roof Rafter 2'X 10"D.FIR 16'O.0 REViE%%'BY J M.NABCEP CERTIFILL (D) Deciding 5/8'PLYWOOD o5 1 1 1 2-129 d OF MODULES 4 OF NEW 0) Ce,l,nl Joist 2`X 10`D.FIR A 16`O.0 .�E Y (P) Pitch 30g 409 4 450 REV(510N5 TOTAL MODULE WEIGHT Obs) 76.0 yP 0 A.G/G O,p� C Collar TICS 2'X ` .FIR A 46"O.C. OEscwlmoN wTe Rey TOTAL LENGTH Of RAIL IN 26.4 -1rf IT Horizontal 5 an of wW Nu 05-19 W22 RAIL WEIGHT PER FOOT fibs) 0.66 6 W (R) (RB 4V•SION 0,-26-2023 TOTAL RAIL WEIGHT(Ws) 18.0 ( _ if OF 5TRANDOFF5 10 �0340 (D) 70344'� WEIGHT PER STRANDOFf(lJrs) 2 V TOTAL STANDOFF WEIGHT abs) 20 TOTAL ARRAY WEIGHT(Ibs) 214.0 POINT LOAD(Lbs) 21.4 CONTRACTOR TOTAL ARRAY AREA(5q Ft) 85.6 ARRAY DEAD LOAD(Lb 0 2.5 ELEMENT ENERGY,LLC WIN DDESIGN SUBJECT TO DAMAGE FROM 7470 SOUND AVE GROUND SEISMIC WINTER ICE m. AIR MEAN (P MATTITUCK.NY 1 195 SNOW d T^ Special Windbome DESIGN most DESWN UNDERLAYMENT FLOOD FREEZING ANNURE (C) LOAD' Speed P ftCttk c with debris CATEGORY' WeeMerin It.. Q NAZAROSa ( Ph) effects Fell S' desk TennMc TEMM RF UIRED^ INDEX' TFMIE LICEN5EE#5 G599MF 20 140 NO NO NO B SEVERE 3 FT ED HEAVYIS-F YES SM 51-F ZONE X MANUAL J DESIGN CRrrEELM^ S._ AEORUSB Indoor D.Wrc rtip Ile Elevation latlmM hea�flheatingcooep ceme[Ibnfactor design temp—dieewetke temperature PROTECT NAME Wartime difference 108 FT 41'N 15'F 86"F 1.00 70'F 75"F 55'F fry M� Cooling WYM rrhd Cei-St ek Deny wirer sunRrw. (J) � Y•2 rempe.aru.e difr,— ="g co WE, wet Rrr� rape buieldtl. Menld" — LUahm Q V O 1l'F 15 MPH 7.5 MPH 72'F MEDIUM(M) 40% 32 GR@50%RM _ For SE l pound per square foot=0.0479 kPa,l mile per hour=0.447 ENE. ROOF FRAMING DETAIL Z n o (j) ,. 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 ,r� W Z required for weathering shall govem.The weathering column shall be filled in with the weathering index,'negligible,'moderate'or'severe'for concrete as determined L / Z from Figure RIO1.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. `WAY W D. Where the frost line depth requires deeper footings than indicated In Figure R403.1(1),the frost line depth strength required for weathering shall govem.The Jurisdiction shall fill in the frost line depth column with the minimum depth of fooling below finish grade. MODULE MOUNTING CLAMP e. The junsdiction 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. C LLJ O d. The jurisdiction shall fill in this part of the table with the wind speed ham the basic wind awed map(Figure R301.2(5)AI.W L Wind exposure category shall be determined SQLAR MODULE on a site-specific basis m accordance with Section R301.2.1.4. Q Ln The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for win AINL ter from Appendw D of the Plumbing Code of New York STE55 5TEFL 3/8- Q U e State.Deviations from the Appendix D temperatures shall be permitted to reflect local tlimates a kcal weather expenence as determined by it*building official.(Also Q rY1 see Figure R301.2(1).] N f. The jurisdiction shall fill in this pan 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 Tltb 19,Pan 1203 of the Official Compilation of Codes,Rules and Regulations of the Stale of New V York(NYCRR)shall adopt a flood hazard map and supposing data.The flood hezand map shall include,at a minimum.special flood hazard areas as identified by the NRIDGE ALUMINUM RAIL 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), ALUMINUM'L'BRACKET il.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions Thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be pan of this section. ALUMINUM FLASHING 9HCET NAME h. In accordance with Sections R905.1.2,R905A.3.1,R905.5.3.1,R905.C3.1,R905.7.3.1 and R905.8.3.1.where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with-YES."Otherwise•the jurisdiction shall fill in this part of the table with"NO.' L`7�I I C71 I p/1 1. The junsdiction shall fill in this pan 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) ✓ U URA value on the National Climatic Data Center data table'Air Freezing Index-USA Method(Base 32-F)' ASPHALT 5HINGLE ROOF I. The junadiction shall fill in this part of The table with the mean annual Temperature from the National Climatic Data Center date table'Air Freezing Index-USA Method 5/I G'Y 6'STAINLESS (Base 32'F)' STEEL LAG BOLT WITH accordance with Section R301.2.1.5,where than is local historical data documenting structural damage to buildings due to topographic wind speedup effects.the 2 112'MIN THREAD Jurisdiction shall fill in this part of the table with'YES.'Otherwise,the jurisdiction shall indicate"NO"m this pan of The table. PENETRATION SEALED DRA•MNG SCALE I. In accordance with Figure R301.2(5)A,when(hen is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with WITH GEOCEL 4500 'YES" Th Wind-borne identify any specific requirements.Otherwise,the jurisdiction shall indicate'NO"In this part Of the table. (EQUIVALENT OR BETTER) �� ,� Ina mance with Section R301.2.1.2 the jurisdiction shall indicate e yd-borne debrs wind zone(s).Otherwise,the jurisdiction shall indicate"NO'in this part of the I(` T F P. table. The jurisdiction shall fill in these sections of the table to establish the design critena using Table 1 a on 1 b from ACCA Manual J w established nten.determined by the jurisdiction. The ground snow bads to be used in determining the design snow loads for mots are given In Figure R301.2(6)for sites at elevations up to 1.000 feet.Sites at elevations above 1,DO0 feet shall have their ground snow bad Increased from the mapped value by 2 psf for every 100 feet above 1,WO feel (') See Figure R301.2(4)8. \ � ` MOUNTING DETAIL _n v TAX MAP: 1000097000300020001 1 Zoho Sign Document ID:IXIMQHCFB_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI MO - 120 LW 132)DC0.0 U FlAr�3L 9u MLc 10,400 WATT PV Moou¢5 1)5TRING Of(13)MICRO-INVERTtR5.(I)5TRING Of(1 O)MICRO-INVERTER5!11)5TRNG OF(9)MICRO-INVERTERS DP GN t DRAFTING BY '(3)STRINGS TOTAL ELEMENT ENERGY LLC pF NEIy REVIEW BY J M.NABQP CERTIFIE STRING#I �P�� O A G/ YO 051112-129 ---- - - - - - - - - - - - - - - - - - - - - - - KEV1510N5 ______________ _ I YG D®CRIPTION WR REV 1 ---- ---- _-__ --_- _- ORI 05-I9.2022 I 2 O<-26-2023 5TRING#2 Nth ;��r`l� Rtms'oN I O 0344 r- ---------- - �o ssfoNP t - - - - - - - - - - - - - - - - - - 1 •- ------------ ----JIL----A----XL----A----A----A----p---- ---- ITDDnD,Y6Rm STRING#3 CONTRACrM I 1,rnAs.240 v I Al ELEMENT ENERGY,LLC 7470 SOUND AVE ,Ttp °1 MATTITUCK.NY 1 195 I a LICENSE#43889-F1 l 1 LICENSE#52G89-ME I I 1 i I t t I I 1 PROJECT NAME I 1 r:.SCRVICC fwxCl W ` V 1 AC DISCONNECT Z _ I N iiii 21 LL.I ,.�.�-.ce.n.<e.e�n. I-,,e�r�_x5 I i ^x9nNG 0 G.eWNpNG I^ W 1 1 1 f'.tCTRWtSI'. V/ Z I • - a j L--------------------------------------------- -_______________ ! _____-------_-_- -�-��- ___• ____ ---- -------------------- C [LJ O WIRE#CONDUIT SCHEDULE GQ CIRCUIT C F_U:T CIRCUIT CONDUCTOR CONDULTOR5 MAX.CONDUCTOR CONDUN FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP t5TIMATED Voltage or, Q M I D# :�".[;'u DESTINATION 5RE FER NLE QUANTITY DEBATE IN5UTATION Na OUANniY 1N5ULATION K'AL) r+PE 512E TEMP DEBATE D15TANCt N INVERTERS COMBINER PANEL AIVG#12 1 6 3 0. 3 U5E-2IPV lNrc AWG#e I BARE CD ORE AIR I' SSaC o O M MIT 2 OW ORE COMBNER PANEL AC DISCONNECT AWG N, 1 TMVH-2 AWG fe I TNMH-2 CU PVC 45aC 0.95 25 IT O 5% AC DISCONNECT MNN PANEL AN'G#6 3 TNWN-2 AEG ae 1 TIIWN-2 CU PVC 0.95 'off 0.2. ELECTRICAL NOTE5 5NEET NAME CALCULATION5 POP CURRENT CARRYING CONDUCTOR5 I.)ALL EQUIPMENT TO BE L15TCO BY UL OR OTHER NKTL.AND LABELED FOR IT5 APPLICATION. #I w sWrce ar<Nlt wlre Ampaclry em�l#atx,n CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 90RC WET ENVIRONMENT' [NEC 690.8(B)(I)]:Ox)'(#of stnn s)'(1.56)= 19 66 A 3-LINE D I A. 3)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOP5 5HALL BE ROUTED DIRECTLY 3 Modules per 5tnng 13 MAx TO.AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE.HIP,OR VALLEY. AWG#12,ampaclty'Temp Derate-20 1 6 A 4)WORFJNG CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT 5HALL 20.16 A> 9.66 A,therefore DC wire six Is valid. Modules r IroMer #2 Inverter Out t Wlre Am a CalWlatNm Number of Inverters 32 COMPLY WITH NEC 110.26. Pu P c'tY 5.)DRAWING5 INDICATE THE GENERAL ARRANGEMENT OF 5Y5TEM5 CONTRACTOR 5HALL Inverter Max Amperage output'(1.25)-48.4 A Rewrd Iota texx -I ORC FURN15H ALL NECESSARY OUTLET5.SUPPORTS.FTTTING5 AND ACE550RIE5 TO FULFILL AWG#8,ampaoty'(Temp De te)'(Condu,,fill Derate)=52 25 A V—Tem Coeff—Tit -0.24%,-C DRAWING 5CALE APPUCABLE CODE5 AND 5TANDARD5. 52.25 A>48.4 A,therefore AC wire 51ze 15 vand. DC 5Y5TEM SPECIFICATION5 CALCULATION5 G.)WHERE SIZES OF JUNCTION BOXE5,RACEWAY5.AND CONDUITS ARE NOT SPECIFIED. #3 I—,ter Output Wlre Ampauty Cal.dat,on OVerat.rl Current IOGA -(#of strin s)'(Im) N.T.5. THE CONTRACTOR 52 ALL 5RE THEM ACCORDINGLY. Inverter Max Amperage WtpA'(1.25)=48.4 A 7.)ALL WIRE TERMINATIONS 5HALL BE APPROPRIATELY LABELED AND READILY V15100E. AWG#6,ampacty'(Temp Derate)'(Condult FIII Drat.)-71.25 A O rann Volta 33 9 V -fk modules In senes)'(Vm) 8.)MODULE GROUNDING CLIPS TO BE IN57ALLFD BETWEEN MODULE FRAME AND MODULE 71.25 A>48.4 A,therefore AC w re size n va10d Max.5 tem Volta 44.5 V `(#modules mserves)'((((-###%VFC'.01)'(Lo Temp##RC-25))'(Voc))+(Vm)I 5UPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION, Short C,reult Current 14.I A -(#of strin s)'(Ix)'I 1.25)per Art.690.8(A)(1) 9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG AC SYSTEM SPECIFICATIONS �UEET NUMBER OR ILSCO GBL-4DBT LAY-IN LUG. 10 OJ THE POLARITY OF THE GROUNDED CONDUCTOR5(5(F o t,,Unegat.xe) M.AC Out ut Current 48 4 A P V-5 OR O ntln AC Volta a 240 V 1 O)THE DC SIDE OF THE w 5Y5TEM 15 UNGROUNDED AND 5HALL COMPLY WITH NEC 690 35 TAX MAP: 1000097 30002000 1 Zoho Sign Document ID:IXIMQHCFB_PQIKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI SERVICE METER O O ® LeWTN!D`,EKGy BY ULC INSTALLATION NOTE eueRGyucJ M.NABCEP CERTIFIE SOLAR PVSYSTEM 1 PHOTOYOITAIC • • • • (I)ALL LABEL SHALL BE INSTALLED IN 51I12-129 EQUIPPED WITH SOLAR BREAKER • • • ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® REQUIREMENTS. REvlslorls DE5CdP1gN DAR RtV (2) ALL LOCATIONS ARE APPROXIMATE AND DWWNM DS-,9.=D== SOLAR AC LOAD CENTER-OUTSIDE DO NOT RELOCATE TO REQUIRE FIELD VERIFICATION. OVECLI10M (3) LABELS, WARNING(5)AND MARKING ® SHALL BE IN ACCORDANCE WITH NEC O TI�f�POSITM7NOSMITDOIMN SMMH TO O 1 10.21(5). w SYSTE MAIDREOIILE $NDCI(HAURDNTNEARRAY AC DISCONNECT ! °�D�I°a' (4)THE MATERIAL USED FOR MARKING °"^� MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER-INSIDE O ® "'M q COMPLIANCE WITH NEC 1 10.2 1(13)(3). CONTRACTOR WARNING (5)THE PV SYSTEM CIRCUIT CONDUCTORS ® O7 ® ® SHALL BE LABELED INSTALLED IN ELEMENT ENERGY,LLC. 70VERCURRE�W�DEVICII WIPMENT FEO BY MULTIPLE DUAL POWER SUPPLY ICJ cesroraRATINGOFau . COMPLIANCE WITH NEC 690.31 . 747o SOUND AVE El LupMG SOURCEs:urnmGRiOMATTITUCK.NY 1195NSURCURRDR AND PV SOLAR LICENSE#43889-H MP,SKALL NOT EXCEED R ELECTRIC SYSTEM /,� CONDUIT-INSIDE BUILDING U LICENSE#52689-ME O ® THIS SERVICE METER 1 IS ALSO SERVED BY A PROJECT NAME ELECTRIC SHOCK HAZARD 77T PHOTOVOLTAIC SYSTEMTERMINALS ON TIE LINE AND LOAD SIDES MAY BE ENERGIZED Ln CONDUIT-OUTSIDE BUILDING IN THE OPEN POSITION �y) mo 0 m ® w � ® W o w DUAL POWER SUPPLY ® T) 1 SWRCES:UTRITy GRq ANO LL•I z W PV SOLAR ELECTRIC SYSTEM' W MAIN SERVICE PANEL-OUTSIDE 0 ACWTIONS"=I�T W 0 SOUR BMW SYSTEM CONECM • • • N � © . R • "I of NEtv U MAIN SERVICE PANEL-INSIDE 6j�f o A op POWER SOURCE 1 OUTPUT CONNECTION * NM/= SnfET NAME DO NOT RELOCATE THIS ® O OVERCURRENT DEVICE • ,� _ N� 103445 LABELS SSIO�LP� AC D15CONNECT/5REAKER DRAWING SCALE 00000 N.T.S. SHEET NUMBER PV-G TAX MAP: 1000097000300020001 Town of Southold May 19th, 2022 Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Subject: Roof Mounted Solar Panels at the Adams Residence, 2895 Eugenes Rd, Cutchogue, NY 11935 To Town of Southold: r' � 1VI E I hereby state that it is my professional opinion that the subject plans comply with the 2020 MAY 2 -6 2V2 Residential Code of New York State, the 2017 National Electric Code,ASCE 7-16, and 13UILDII4G DEPT. NFPA-70. These code requirements include the fact that the roof framing is adequate to support TOWN OF SOUTHOLD the additional loads from solar panels as well as roof ridge and peak access to first responders. I have evaluated the structural framing of the existing roof with the additional loading to account for the proposed solar panel application. Deflection and stresses of the structural components remain within the allowable for the existing roof for wind pressures from 140 mph, 3 second gust, Exposure B with a ground snow load of 20 pounds per square foot. Mounting locations and methods are as indicated in the submitted plans. From the site inspection and analysis, and as evidenced by previous roof loads withstood, it is my professional opinion that the existing building and roof framing is structurally adequate to support the reactions of the solar panels in addition to the existing code required for live and dead loads.Also the wind analysis concluded that the mounting system as shown on the plans is adequate to resist the calculated uplift pressure. The dead load of the heaviest solar panel assembly in this evaluation is approximately 2.6 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. OF NEW Y O Great Eastern Services, Inc. Gj �0 A PO Box 240 24 Harvey Rd 0 z " G Riverhead, NY 11901 2 Yp3443 Office: 631.543.9555 A��FESSIONP�' Mobile: 631.235.0189 Email: jerrygiustra@gmail.com Cnz MOmn Acaiv -n -4z -n o � - .-' D� G) —C) MzC,) 00r -e —m � O z yJo0 >-Ccxco m O -CK O - mZ0 G) -0Z = DC_ O -o im -iceOz -i oo -� mZ :pr�- n0 -�. c --1000 C . ( cmz ,oz �niCq OcncizMmz0 z im y it O 'v �. Cn O -In z �zm ►- cmo -n � pzOO mwcn (cn aC-o � z -� Z0 p "' M --4 G) v = � m OC7Cn � � m = mq cmn ZOO m o OW jr o ►-r- _CSC Cl) OCL j p n r �r m C"� � O 1 Q C0 WA : DM M ,D Z -< r CC ZOD m � � T zfn� ,� ® Sr- a - 4 ?oho Slgn Document ID: IXIMUHCF8_PUJKBYXGNPAPX5EEDYCiNBIGZIYNCOKFNI SCOPE Of WORK • u= DESIGN t DRAFTING BY: "'Y♦ 17 ELEMENT ENERGY LLC TO INi5TALL A 2.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE ADAMS RESIDENCE, Peconic REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 2895 EUGENES ROAD, CUTCHOGUE, NY 1 1935. , . 051 1 12-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REVISIONS 1)E5CRIPfI0N DATE REV ORIGINAL 05-1 9 2022 5Y5TEM RATING kW DC STC xs �• EQUIPMENT SUMMARY 0 35 QCELL Q.PEAK DUO BILK ML-G I O.A+ 400 WATT PV MODULES culild M 35 ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS CONTRACTOR IRONKIDGE XR100 MOUNTING SYSTEM a � SHEET INDEX ELEMENT ENERGY, LLC. PV-I COVER 7470 SOUND AVE PV-2 51TE PLAN PROJECT LOCATION MATTITUCK, NY 1 195 PV-3 ROOF PV LAYOUT LICENSE # 4 -Fi PV-4 STRUCTURAL/DETAILS d SECTIONS LICENSE # 52689-ME PV-5 3-LINE ELECTRICAL DIAGRAM PV-G LABELS N 41L GOVERNING CODES of NEW °° ` 2017 NATIONAL ELECTRICAL CODE. �Q� O A G/G��'p� ' i _ PRaecT HAML 2020 RESIDENTIAL CODE OF NEW YORK STATE. A5CE 7-1 G AND NFPA-70. W 270°� 0 90° E , UNDERWRITERS LABORATORIES(UQ STANDARDS Ln OSHA 29 CFR 1910.2G9 n lLLI 240° V 120° Q Cq y 2 210° 150° Lu Q 6> GENERAL NOTES �� `�` ="�:s ��' 180° �A /03443 �, r f� z a/ 1 . CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT ROFEgglONP�' S Q n >- THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE — LLl z HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME AERIAL VIEW 11J W Uj 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED __ -- Q APPROVALS, PERMITS, CERTIFICATES O OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL 5TAM P INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTORS LIABILITY, WORKMAN-5 COMPENSATION, — -- -- - > W O AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES Q Ln = 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO U ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. Q coJURISDICTION. CV 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOP, MAINTAINING SAFETY ON THE JOB SITE DURING THE U 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 HEFAIL TO FOLLOW THIS 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 s"EEr NAME SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FABRICATED AND SPECIFICATIONS. INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. t DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NY5 CODES 4 REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS COMMENCING WITH WORK. DRAVVIIG 5CAIf CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 8. THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON N .T, 5 . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. 14. AT THE COMPLETION OF WORK, THE 51TE TO BE CLEARED THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY 15 TO BE EXTENSIONS TO THIS PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE 5HEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED AS FINAL PAYMENT. PV_ RESULT OF HI5 WORK. TAX MAP: 1000097000300020001 ?oho Sign Document ID:IXIMQHCFB_PQJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI LEGEND DESIGN E DRAFTING BY: ®o EXISTING UTILITY METER ELEMENT ENERGY LLC MAIN SERVICE PANEL REVIEW BY J.M.NABCEP CEKTIFIE &NEW PV SUB-PANELS 051112-129 A/C DISCONNECT COMBINER A INVERINS REVISIONS GND ELECTRODE 0o pF NE�V yp ��jOo , DESCRIPTION DATE REV PV MODULE RACKING RAIL *�= PRO A C/G��.(�* 24 D ORIGMAL 05-19-2022 O ATTACHMENT POINT 21-5-L" ---RAFTERS 2 r- 111 lliljYG. 27Oo 0 o90 o PROOF PITCH ANGLE l 7(9 /5`Qo7'2Oo �SUNRUN METER �� ®�T OPLUMBING VENT �OFESSIONP� ®SKYLIGHT CONTRACTOR ®CHIMNEY ACCESS ROOF ®COMPOSITE SHINGI GOOD CONDITIONS �POTENTIAL SHADING ISSUES .TRIM/RE11ovE As NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 195 LICENSE # 43889-H ACCE55 ROOF ACCESS ROOF LICENSE# 52G89-ME ACCE55 ROOF i PROJECT NAME f'0n N 8' 1 8'FI SET GE Q 1 FIRE SETBACK L , 71 QRIDGE �` m a /'_%III ACCESS ROOF ( Q v) \zJ OO 71 > W 71 Acc ss RooF m z g'-3I Lu W LLI C Q L() Z cv U 71 L n 5HEET NAME 1 - 10 I 52 51TE PLAN "NOTE G'x 30 GROUND ACCE55 TYP. 1 .)THE ROOF SETBACK/PATHWAY SHALL NOT BE DRAWING 5CALE REQUIRED TO ROOFS WHEN OPPOSING OR ADJACENT ROOF IS ACCESS ROOF IN ACCORDANCE WITH R324.G. I EXCEPTION OF I/CJQII = I I_OII 2020 NYS RESIDENTIAL CODE CONSTRUCTION NOTES 5HEET NUMBER 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PV—2 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TAX MAP: 1 00009700030002000 1 ?oho Sign Document ID IXIMQHCF8 PUJKBYXGNPAPX5EEDYUNBIGZIYNCOKFNI LEGEND ARRAY#3 DESIGN E DRAFTING BY: EXISTING UTILITY METER 2 MODULES ELEMENT ENERGY LLC MAIN SERVIOE FANEL as"PITCH REVIEW BY J.M.NABCEP CERTIFI 1,� W PV SUB-PANELS 228"AZIMUTH A/C DISCONNECT ��OF l�E /n Qo 0511 2-129 COMBINER o A P � GND INVERTERS i'A * 2 O , REVISIONS �v Y AOo PV MODULE DE5CRIPfION DATE REV ✓\ r �� RACKING RAIL m t W 27Oo 0 o9O o,[� ORIGINAL OS- 9-2022 o ATTACHMENT POINT Z'^ 78 7 O 720 -*—ROOF PITCH ANGLE III �OA �03443 12-- 1 — �OFESSIO�P �SUNRUN METER ®VENT — — ACCESS ROOF OPLUMBING VENT ®SKY LIGHT _ _ COfdTRACTOR ®CHIMNEY _ COMPOSITE SHINGLES s — ARRAY#4� POTENTIAL SHADING ISSUES 4 MODULES TRIM/REMOVE AS NECESSARY — ao^PITCh ELEMENT ENERGY, LLC. ACCESS ROOF 1 38"A21MU'- — — ACCESS ROOF 7470 SOUND AVE ACCESS ROOF MATTITUCK, NY 1 1952 3 LICENSE # 43889-H 411 %" LICENSE # 52G(59-ME T j . 1 D 8 IRE E 18' IRE AC RI E - - PROJECT NAME ACCE55 ROOF rn rn Ln 1 y C) ((� < V ACCE55 ROOF - LuLL II 64 - - - - - - — — W U L c ARRAY#I — — — — Q G MODULES I I. CV PITCH — I -AZIMUTH W 4 I 11_ ARRAY 6 MODULELE S SHEET NAMe ARRAY#2 45"PITCH CONSTRUCTION SUMMARY - MAIN HOUSE 4 MODULES 228°AZIMUTH 45"PITCH G"x 3G"GROUND ACCE55 TYP. ROOF DETAIL (22) QCELL Q.PEAK DUO BILK ML-G I O.A+ 400 WATT PV MODULES 2281AZIMUTH (DIMENSIONS: 74"X 4 1 .1"X 1.3") (22) ENPHA5E IQ7PLU5-72-2-U5 MICRO INVERTERS (52)ATTACHMENT POINTS @ 72"O.C. MAX. (229.3) LF IKONRIDGE XR 100 MOUNTING SYSTEM. DRAWING 5CAIF ROOF TYPE = A5PHALT SHINGLES (SINGLE LAYER) CONSTRUCTION NOTES "NOTE I /L�JJ Q II _ I I_011 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE 1 .) THE ROOF 5ETBACK/PATHWAY SHALL NOT BE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRED TO ROOF5 WHEN OPPOSING OR 2.) ALL OUTDOOR EQUIPMENT SHALL BE KAINTIGHT WITH ADJACENT ROOF 15 ACCE55 ROOF IN 511EET NUMBER MINIMUM NEMA 3R RATING. ACCORDANCE WITH R324.G. I EXCEPTION OF 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NY5 RESIDENTIAL CODE PV—� FIELD VERIFICATION. TAX MAP: 1000097000300020001 ?oho Sign Document ID: IXIMUHCF8_PUJKBYXGNPAPX5EEDYGNBIGZIYNCOKFNI HEAVIE5T LOAD CALCULATION ARRAY ITEM DESCRIPTION ARRAY#I - 5 DESIGN&DRAFTING BY: (ARRAY#2) R5 Rldcle Beam/Board 2 X 2' D. ` � ELEMENT ENERGY LLC MODutE WEIGHT(Lbs) 44 R Roof Rafter 2"X �0" D. FAR � 1 6' O.0 REVIEW BY J.M.NABCEP CERTIFIE (D) Deckin 5/6' : L1'WOOD 051 1 12-1 29 #OF MODULE5 4 (J) Cellrn J015t 2' X '0" D. FIR 0.0 (P) Pitch 309. 40- it 459 UVI51ON5 TOTAL MODULE WEIGHT(Lbs) 17G.0 (C) Collar T1e5 2' X G' D. FiR a� d8" 0 C DESCRiPnON DATE REv TOTAL LENGTH OF RAIL(Ft) 2G.4 �� NErY H s tia 05- 8-2022 � YO ( Horizontal S an of (R 203 MAX. RAIL WEIGHT PER FOOT(Lbs) O.GB ��P �A TOTAL RAIL WEIGHT(Lbs) 15.0 #OF STRANDOFFS 10 �et� D W (D) mWEIGHT PER STRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) 20 �Q n 1p34g3_` TOTAL ARRAY WEIGHT(Lbs) 2 14.0 10, SS%�`_P� POINT LOAD(Lbs) 2 1.4 CONTRACTOR TOTAL ARRAY AREA(5cl Ft) 55.G ARRAY DEAD LOAD(Lbs/5q Ft) 2.5 ELEMENT ENERGY. LLC. WIND DESIGN SUBJECT TO DAMAGE FROM 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW a Special Windborne DESIGN Frost FLOOD (P) MACENH K, NY 1195 Speed Topographic DESIGN UNDERLAYMENT FREEZING ANNUAL (C) LOADo k wind debris CATEGORYf weathering' line Termite` TEMPO REQUIREDh HAZARDSg INDEX' TEMPI LICENSE # 43889-H (mph) effects region' zone, depthb LICENSE # 52G89-ME 20 140 NO NO NO B SEVERE 3FT HEAVY 15°F YES ZONE 599 51°F MANUAL J DESIGN CRITERIA Winter Summer Altitude indoor Design Heating Elevation latitude heating cooling correction factor design temperature cooling temperature PROJECT NAME temperature difference 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F Cooling Wind Wind Coincident Daily Winter Summer (J) C) ((� temperature difference velocity velocity wet bulb range humidity humidity W Q heating cooling 11'F 15 MPH T5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH z O For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. ROOF FRAMING DETAIL 1 LU 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 LU z 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 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. LLJ rUJ W 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 v D shall fill in the frost line depth column with the minimum depth of footing below finish grade. MODULE MOUNTING CLAMP fD 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. C �J O 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 SOLAR MODULE Z on a site-specific basis in accordance with Section R301.2.1.4. Q L _ 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 5TAINLE55 STEEL 3/5" Q 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 BOLT AND NUT Q see Figure R301.2(1).] N f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. U 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 NRIDGE ALUMINUM RAIL Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: r i.The accompanying Flood Insurance Rate Map(FIRM), ALUMINUM°L"BRACKET ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. ALUMINUM FLA5HING 5HEET 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 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 A 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)." A5PHALT SHINGLE ROOF 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 5/1 G"x G"5TAINLE55 (Base 32°F)." 5TEEL LAG BOLT WITH 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 2 112"MIN THREAD 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 DRAWING 5CALE 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 WITH GEOCEL 4500 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER)m AS NOTED . 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 table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la 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. 5HEET NUMBER (`) See Figure R301.2(4)B. PV-4 TAX MAP: 1000097000300020001 MOUNTING DETAIL l ?oho Sign Document ID: IXIMUHCF8_PUJKBYXGNPAPX5EEDYGNBI(iZIYNCAKFNI -.-AR ARRAY ON MAIN HOUSE 12.5 W 32)QCELL Q.PEAK DUO BLK ML-G 1 0+400 WATT PV MODULES ")STRING OF 3)VICRO_INVERTER5.(1)STRING OF!',0)MICRO INVERTERS t STRING OF(9)MACRO-INVERTER` DE51GN<DRAFTING BY: -- - - ELEMENT ENERGY LLC ' REVIEW BY J.M.NABCEP CERTIFIE 051 1 12-129 STRING #I _ _ ------------ - - - - - - - - - - - - - - - - - - - - - - - - - �P��O NEW G, REVISIONS 0 A yO I C'q �Y" �C/� DESCRIPTION DATE REV -- -------------- I ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- * � � * �RIG�,4 os- 9-2022 I Li STRING #2 di?C_ -- ---------- - IOA 0344 I �- ------------ TO UTILITY GRID ssl I I I , STRING #3 r- -------- - O 31-DI ETER REC FTER CONTRACTOR UTILITY M I F1A5E.240 V I I 1 I ENPr7A5E BRANCH MICRO-'N�iERTER ' N PH(,I[�2402�ax' ; .6a.. ELEMENT ENERGY, LLC. INPHA$1107PLU5 2 2-1b I CIRCUIT CABLE TYPICAL LBlOTn OF TAP CaIDURORS 1 24. .. AC. �.2'A snAuuOTEXC[ID orT 7470 SOUND AVE AX AC OUTPUT POWER 290 VA 1 97 A G.Lk L15TED ED EFF MATTITUCK, NY 1 1 95 NEMA G.UL LISTED 1 i TYPICAL LICENSE # 43889-H , I LICENSE # 52G89-ME J i i nxm^aDlxolnrtcr I t I I I 1 I I I I 1 1 1 I , j I PROJECT NAME I I '1rI 1 1 " I Q L ) I I AC DISCONNECT z ^/ _ I AC COMBINER BOX 50 C'02231MM N LL 1 240-C 60 A LU 2)5 A UL LISTED (2) 0 A FUSES L J LU n I LULULU_ D I - I M N I ---- ----------------------------------------------------- W WIRE $CONDUIT SCHEDULE C) J) Q, CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AM3IENT TEMP ESTIMATED Voltage Drop(% Q I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AU TYPE SIZE 'LMP DEBATE DISTANCE ^1 310.I5cex3) 0 15(5x2ax(3c) `V INVERTERS COMBINER PANEL AWG#12 1 6 0.6 U5E-2/PV W,re AWG#8 BARE Cu FREE AIR F.: 0.84 80 FT 2.0% OR EMT COMBINER PANEL AC DISCONNECT AWG#8 1 3 1 THWN-2 AWG#8 1 THWN-2 Cu PVC 95 25 FT 0.5% AC DISCONNECT MAIN PANEL AWG#C 1 3 1 THWN-2 AWG#P I THWN-2 Cu PVC 0.95 I C FT 0.2% ELECTRICAL NOTES 5HEET NAML CALCULATIONS POP CURRENT CARRYING CONDUCTORS I.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL. AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED POP,GOO V AND 90QC WET ENVIRONMENT. [NEC 690.8(B)(1)]: (I5c)'(#of stnn s)'(I.56) = 19.66 A 3-LINE D I A. 3.)WIRING, CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY 9 Modules per String 3 MAX AWG#12, ampacity'Temp Derate = 20.16 A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. Modules per Inverter 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 20. 6 A> 19.66 A,therefore DC wire size is valid. #2 Inverter Output Wire Ampacity Calculation Number of Inverters 35 COMPLY WITH NEC 110.26. P p Y 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL Inverter Max Amperage output' (1.25) = 48.4 A Record low temp -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACE550RIE5 TO FULFILL AWG#8, ampaclty'(Temp Derate)'(Conduit FIII Derate) = 52.25 A Voc Temp Coefficient -0.240/o/QC DRAWING SCALE APPLICABLE CODES AND STANDARDS. 52.25 A > 48.4 A, therefore AC wire 51ze 15 valid. DC SYSTEM SPECIFICATIONS CALCULATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wire Ampacity Calculation Operating Current 10.6 A =(#of 5trin s)'(Im ) N .T. 5 . THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. Inverter Max Amperage output' (1.25) = 48.4 A 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#6, ampaclty'(Temp Derate)'(Conduit Fill Derate) = 7).25 A Operatinq Voltacle 33.9 V =(#modules in 5enc5)'(Vnn ) 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE 7 1.25 A > 48.4 A,therefore AC wire size 15 valid. Max.System Voltacje 44.5 V = (#modules in series)'[(((-#.##%V/�C'.O I)'(Lo Temp##QC-25))'(Voc))+(Voc)] SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION, Short Circuit Current 14.1 A =(#of 5trin s)'(Isc)'(I.25)per Art. 690.8(A)( 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEER LUG AC SYSTEM SPECIFICATIONS SHEET NUMBER OR IL5CO G5L-4D8T LAY-IN LUG. Max AC Output Current 484 A 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) u . P� /_F OR O eratin AC Voltage 240 V I V J 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000097000300020001 ?oho Sign Document ID: IXIMUHC;F8_PUJKBYXUNPAPX5EEDYUNBICUZIYNC;OKFN1 SERVICE METER O O DE51GI1 e DRAFTING BY: INSTALLATION NOTE ELEMENT ENERGY LLC R � I REVIEW 13YOJ�M.NABCEP CERTIFIE SOLAR PV SYSTEM PHOTOVOLTAIC , • • • ( ) ALL LABEL SHALL BE INSTALLED IN 2- 29 EQUIPPED WITH SOLAR eREAICERDC DISCONNECT ACCORDANCE WITH THE 2017 NEC REVISIONS RAPID SHUTDOWN ® OPERATING VOLTAGE VDC REQUIREMENTS. .7ff5CRIFTION DATE REV OPERATING (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 05_ �lz0zz MAX SYSTEM VDC SOLAR AC LOAD CENTER - OUTSIDE , iDO NOT RELOCATET•i!S •. VOLTAGE REQUIRE FIELD VERIFICATION. ! ONERMRENTDEVICE (3) LABELS, WARNING(S) AND MARKING OTURN RAPID SHUTDOWN SWfTCH TO Og SHALL BE IN ACCORDANCE WITH NEC THE•OF•POSITION TO SHIff DOWN 1 1 0.2 1 (B). j PV SYSTEM AND REDUCE SHOCK HAZARD IN THEP ARRAY AC DISCONNECT CAUTION (4) THE MATERIAL USED FOR MARKING FROM TO THIS SERVICE IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WffH �- DISCONNECTS LOCATED AS SHOWN MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE PV: eREa�R 2 tR' - Nar�INTNEGARACE COMPLIANCE WITH NEC 1 10.2 I (B)(3). CONTRACTOR --""-- - -- - - SPEAKER - (5) THE PV SYSTEM CIRCUIT CONDUCTORS ® 07 ® I I 7DUAL WARNING °"W"° SHALL BE LABELED INSTALLED INELEMENT ENERGY, LLC.SDU POWER SUPPLY ? 7470 SOUND AVE OVERcu�E►rroEv�cES,ExcLuorlc SOURCES:UTILITY GRID ♦ COMPLIANCE WITH NEC 690.3 1 . MATrITUCK, NY 1195 MAN SUPPLY OVERCURRENT AND PV SOLAR LICENSE # 43889-I1 DEVICE,SMALL NOT EXCEED ELECTRIC SYSTEM CONDUIT - INSIDE BUILDINGruxT�rOFet LICENSE # 52689-ME QWARNING -- - . -__-_- -- -- PTm k THIS SERVICE METER �j PROJECT NAME � + IS ALSO SERVED BY A ELECTRIC SHOCK HAZARD I OLTAIC SYSTEM =I PHOTOVOLTAIC SYSTEM TERMINALS ON THE LINE AND COMBINER PANEL LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS L n CONDUIT - OUTSIDE B IN THE OPEN POSITIONUILDING . -- - U Q Cq 4 z OO - ARNING o n >- POWER SUPPLYLLJ!!DU�AL RCES:UTILITY GRID AND lU �` {I PV SOLAR ELECTRIC SYSTEM ' r^ LL MAIN SERVICE PANEL - OUTSIDE O �A CAUTION SOLAR CIRCUIT D C O2 O 05 (_ ®CAUTION _ ' < Ln L SOLAR ELECTRIC SYSTEM CONPECTEO J DISCONNECT:AC MAIN SERVICE PANEL - INSIDE OPERATING OPERATING VOLTAGEVOLTS POWER SOURCE OUTPUT CONNECTION ® O DO NOT RELOCATE THIS 5MEET NAME OVERCURRENT DEVICE �QX °o NEW , LABELS AC DISCONNECT/BREAKER DRAWING 5CALE I 3 9 �03443 N .T.5. V opEss�oNP 5NEET NUMBER PV-6 TAX MAP: 1000097000300020001 powered by V "m ouo . . YR 4 Q TOP BRAND PY / EuxOPE Warranty 2021 0 CELLS Product&Pmf-- Yield Security J�� BREAKING THE 20%EFFICIENCY BARRIER �nl III Q.ANTUM DUO Z Technology with zero gap cell layout �JLL boosts module efficiency up to 20.9%. THE MOST THOROUGH TESTING PROGRAMME IN THE INDUSTRY _ Q CELLS is the first solar module manufacturer to pass the most comprehen- sive quality programme in the industry:The new"Quality Controlled PV"of the independent certification institute TUV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent �J low-light and temperature behavior. _ ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, g- y y Anti PID Technology',Hot-Spot Protect and Traceable Quality Tra.QTMt. EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(5400Pa)and wind loads(4000Pa). '?2 A RELIABLE INVESTMENT eA � Inclusive 25-year product warranty and 25-year linear performance werranty2. APT test conditions according to IEC/TS 62804-1:2015,method A(-1500 V,96h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: Rooftop arrays residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION Format 74.0 in x 41.11n x 1.261n(including frame) (1879mm x 1045mm x 32mm) '"a r3f/°e a 1s.e i,•s.$ ) 4xspoean•N Weight 48.5 lips(22.0kg) ° Front Cover 0.13in(3.2mm)thermally pre-stressed glass with MSj1°0n°"I anti-reflection technology � 1 4.oer,saeena•o.rs•pa...i A Back Cover Composite film yr �N Frame Black anodized aluminum Cell 6 x 22 monocrystalline Q.ANTUM solar half cells ® tm4amm) Junction Box 2.09-3.98in x 1.26-2.361n x 0.59-0.711n (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes 4•r02e0mn) Cable 4mm2 Solar cable;(+)249.2in(1250mm),(-)>-49.2in(1250mm) _ 4.M°nWprbbiCETA'LN _ Connector Stbubli MC4;IP68 I~32R(32mm) 011A 0-6r0e-) o.9r(24s,n•)j ---Iaar(aaea,) ELECTRICAL CHARACTERISTICS POWERCLASS 885 390 3" 400 408 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWERTOLERANCE+5W/-0 W) Power at MPP' PM" [W] 385 390 395 400 405 Short Circuit Current' is, [A] 11.04 11.07 11.10 11.14 11.17 E E Open Circuit Voltage' Voc IV] 45.19 45.23 45.27 45.30 45.34 5 Current at MPP IM°° [A] 10.59 10.65 10.71 10.77 10.83 Voltage at MPP VMw IV] 36.36 36.62 36.88 3713 37.39 Efficiency' q [%] 2!19.6 >-19.9 2!20.1 a20A z20.6 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PM" [W] 288.8 292.6 296.3 300.1 303.8 E Short Circuit Current ISc [A] 8.90 8.92 8.95 8.97 9.00 E Open Circuit Voltage Voc IV] 42.62 42.65 42.69 42.72 42.76 c 2 Current at MPP IMan [A] 8.35 8.41 8.46 8.51 8.57 Voltage at MPP VMPP M 34.59 34.81 35.03 35.25 35.46 'Measurement tolerances PM„t3%;1m;Voc t5%at STC:1000W/rrP,25t2°C,AM 1.5 according to IEC 60904-3.280OW/m2,NMOT,spectrum AM 1.5 01 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE ------------ At least 98%of nominal power duringfirst as M ru�Yb°°ab°r wr°1H �g degradation per year. At least s At% y a0 --'`-- ----- - Ye inal power up ----- least 86%of nominal power up to 9 � - ------------ 25 years. a p - a iz o All date within measurement tolerenc- W es.Full warranties in accordance with •0 io a mo 400 •oo •oo moo vi o the warranty terms of the Q CELLS IRRADIANCE tW/, 9 m sales orgenisetion of your respective o ti e • y s s s country. N se.°e..°ae+°�b..:•wmo.r YEARS Typical module performance under low irradiance conditions in o «me.nw r.mu.w�nnxw o.�asr,e.:aul comparison to STC conditions(25°C,1000 W/m2) m TEMPERATURE COEFFICIENTS o Temperature Coefficient of Iso a [%/K] +0.04 Temperature Coefficient of Voc 0 [%/K] -0.27 Temperature Coefficient of PMvc y [%/K] -0.34 Nominal Module Operating Temperature NMOT [°F] 109t5.4(43t3°C) m 0 PROPERTIES FOR SYSTEM DESIGN ° w Maximum System Voltage Vs, IV] 1000(IEC)/1000(UL) PV module classification Class II p Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI!UL 61730 TYPE 2 Max.Design Load,Push/Pull3 [lbs/ft'] 75(3600 Pa)/55(2660Pa) Permitted Module Temperature -40°F up to+185°F a Max.Test Load,Push/Pu113 pbs/ft'] 113(5400 Pal/84(4000 Pal on Continuous Duty (-40°Cupto+85°C) u io 'See Installation Manual U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION m --- Quality lity C CE'led PVa T [�I Ib l l m duality Controlled PV-TlN Rheinland, O�-OI IEC 61215:2016,IEC 81730:2016, -- U.S.Patent No.9,893.215(solarcells), S�® Horizontal 76.4in 43.3in 48.Oin 1656lbs 24 24 32 ro QCPV Certification ongoing. Cc„,,,,,US ` ® packaging 1940mm 1100mm 1220mm 751kg pellets pallets modules 9 ul wa° IRiriia�n w Nate:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. Hanwha O CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL inquiry@us.q-cells.com I WEB www.q-oells.us IRONRIDGE Flush Mount System Built for solar's toughest roofs. IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested PE Certified All components evaluated for superior ® Pre-stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Assistant Certified to maintain the fire resistance ® Online software makes it simple to rating of the existing roof. create, share, and price projects. UL 2703 Listed System 20-Year Warranty ® Entire system and components meet Twice the protection offered by newest effective UL 2703 standard. competitors. XR Rails G) XR10 Rail XR100 Rail XR1000 Rail Bonded Splices . A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability 8'spanning capability 12'spanning capability • Self-drilling screws • Moderate load capability Heavy load capability Extreme load capability • Varying versions for rails • Clear and black finish Clear and black finish Clear anodized finish • Forms secure bonding Clamps & Grounding C — -- -- UFOs Stopper Sleeves Grounding Lugs Microinverter Kits ?L Universal Fastening Objects Snap onto the UFO to turn Connect arrays to Mount Mls or POs to XR bond modules to rails. into a bonded end clamp. equipment ground. Rails. • Fully assembled & lubed • Bonds modules to rails • Low profile • Bonds devices to rails • Single, universal size • Sized to match modules • Single tool installation • Kit comes assembled • Clear and black finish • Clear and black finish • Mounts in any direction • Listed to UL 2703 Attachments C FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails with superior waterproofing. strut, or junction boxes. attachment. to roof attachments. • Twist-on Cap eases install Twist-on Cap eases install Secure rail connections • T& Square Bolt options • Wind-driven rain tested Wind-driven rain tested Slot for vertical adjusting • Nut uses 7/16"socket • Mill and black finish Secures 3/a"or 1"conduit Clear and black finish • Assembled and lubricated Resources - - -- Design Assistant NABCEP Certified Training Go from rough layout to fully Earn free continuing education credits, engineered system. For free. NABCEP` while learning more about our systems. Go to Iron Ridge.com/design Go to IronRidge.com/training r& Data Sheet Enphase Microinverters Region AMERICAS The high-powered smart grid-ready Enphase Enphase IQ 7 MicroTm and Enphase IQ 7+ MicrOTM IQ 7 and IQ 7+ dramatically simplify the installation process while achieving the highest system efficiency. Microinverters Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ EnvoyTM, Enphase IQ Battery-, and the Enphase Enlighten" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power-on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved,lighter two-wire cabling • Built-in rapid shutdown compliant(NEC 2014&2017) Productive and Reliable • Optimized for high powered 60-cell and 72-cell*modules • More than a million hours of testing • Class II double-insulated enclosure • UL listed - Smart Grid Ready Complies with advanced grid support,voltage and frequency ride-through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741-SA) UL *The IQ 7+Micro is required to support 72-cell modules. EN PHAS E, To learn more about Enphase offerings,visit enphase.com Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IQ7-60-2-US/IQ7-60-B-US IQ7PLUS-72-2-US/I07PLUS-72-B-US Commonly used module pairings' 235 W-350 W+ 235 W-440 W+ Module compatibility 60-cell PV modules only 60-cell and 72-cell PV modules Maximum input DC voltage 48 V 60 V Peak power tracking voltage 27 V-37 V 27 V-45 V Operating range 16 V-48 V 16 V-60 V Min/Max start voltage 22 V/48 V 22 V/60 V Max DC short circuit current(module Isc) 15 A 15 A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; AC side protection requires max 20A per branch circuit OUTPUT DATA(AC) IQ 7 Microinverter IQ 7+Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal(L-L)voltage/range2 240 V/ 208 V/ 240 V/ 208 V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A(240 V) 1.15 A(208 V) 1.21 A(240 V) 1.39 A(208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47-68 Hz 47-68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(L-L)branch circuit3 16(240 VAC) 13(208 VAC) 13(240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor(adjustable) 0.7 leading...0.7 lagging 0.7 leading...0.7 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak CEC efficiency 97.6% 97.6% 97.5% 97.3% CEC weighted efficiency 97.0% 97.0% 97.0°i 97.0 i MECHANICAL DATA Ambient temperature range -400C to+65°C Relative humidity range 4%to 100%(condensing) Connector type(IQ7-60-2-US&IQ7PLUS-72-2-US) MC4(or Amphenol H4 UTX with additional Q-DCC-S adapter) Connector type(IQ7-60-B-US&IQ7PLUS-72-B-US) Friends PV2(MC4 intermateable). Adaptors for modules with MC4 or UTX connectors: PV2 to MC4:order ECA-S20-S22 PV2 to UTX:order ECA-S20-S25 Dimensions(WxHxD) 212 mm x 175 mm x 30.2 mm(without bracket) Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double-insulated,corrosion resistant polymeric enclosure Environmental category/UV exposure rating NEMA Type 6/outdoor FEATURES Communication Power Line Communication(PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741-SA) UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B, ICES-0003 Class B, CAN/CSA-C22.2 NO. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according manufacturer's instructions. 1.No enforced DC/AC ratio.Seethe compatibility calculator at https//enphase.com/en-us/support/module-compatibility. 2.Nominal voltage range can be extended beyond nominal if required by the utility. 3.Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings,visit enphase.com v EN PHAS E. 2C12 Erpnase Eneror, AI ,ghts esewed A�!trademarks cr bands used are the property cf Enpnase Energy,Inc- 2C18 CS24