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Home My WebLink About50063-Z �o�s�FFO(,fcoGy Town of Southold 4/13/2024 a P.O.Box 1179 o - o • 7- 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45123 Date: 4/13/2024 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 855 Anderson Rd, Southold Southold SCTM#: 473889 Sec/Block/Lot: 50.-1-18.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2023 pursuant to which Building Permit No. 50063 dated 11/27/2023 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: additional roof-mounted solar panels to existing single-family dwelling as applied for. The certificate is issued to Currie,Donald&Gladstone,Daniel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50063 4/4/2024 PLUMBERS CERTIFICATION DATED t rize Si nature o�SufFec�� TOWN OF SOUTHOLD �a BUILDING DEPARTMENT y z: TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50063 Date: 11/27/2023 Permission is hereby granted to: Currie, Donald PO BOX 182 Southold, NY 11971 To: install additional roof-mounted solar panels to existing single-family dwelling as applied for. At premises located at: 855 Anderson Rd, Southold SCTM #473889 Sec/Block/Lot# 50.4-18.7 Pursuant to application dated 11/8/2023 and approved by the Building Inspector. a To expire on 5/28/2025. Fees: SOLAR PANELS $100.00 ELECTRIC $125.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $325.00 Building Inspector OF SO(/T�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q ,�. • ao sean.devlinCa)_town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�^� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donald Currie Address: 855 Anderson Rd city:Southold st: NY zip: 11971 Building Permit* 50063 section: 50 Block: 1 Lot: 18.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 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 X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 4.455kW Roof Mounted PV Solar energy System w/ (11) Qcellqpeak Duo MLg10- 405W Modules, AC Combiner Panel, AC Disconnect, Line Side Tapped Notes: Solar Inspector Signature: Date: April 4, 2024 S. Devlin-Cert Electrical Compliance Form ho�aOF 50U1y�� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIlON/CAULKING [ ] FRAMING /STRAPPING [ FINAL �ol�✓ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OwAb gvx ewykaC, DATE INSPECTOR SOUTyo� V u tl D �5 5 V(dervov,- # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: 6b ►�S al/ doe5 ao4m c, G k cc �5 be jllo� 6ADLO A S c014t,,te C7 DATE O2 02 INSPECTOR SOUTyo� �00 K.J TOWN OF SOUTHOLD,BUILDING -DEFT: - u ,� 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST/.REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ .] INSULATION/.CAULKING- ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ":] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT?ENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL'(FINAL) [ ] CODE VIOLATION ] PRE C/O . [ . ]. RENTAL REMARKS: i 6 d� AJVn r d� .70 _ I CIA 145&oa rZ DATE 2- INSPECTOR OE SOUTyo� # # . TOWN OF SOUTHOLD BUILDING DEPT. °y oHr+��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ I PRE C/O [ ]. RENTAL . REMARKS: �- DATE INSPECTOR Zoho Sign Document ID:2A768FFA-F8TK_XICKJIA6LMWSQ4QOLKBCWUGC_Y7DA5YT1 P5TI �� _ .� . 13 • �t�E Town of Southold - ' 'lIc6uary 29th, 2024 Building Department Town Hall Annex Building APR 1 54375 Route 25 P.O. Box 1179 �tdin. Southold, NY 11971 Subject: Roof Mounted Solar Panels at the Gladstone Residence, 855 Anderson Rd, Southold. NY 11971 To Town of Southold: I reviewed the solar energy system installation in the subject topic on January 29th, 2024. 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 Building 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, Gennaro Anthony Giustra. P.E. ��oF NEW, Great Eastern Services, Inc. ��P��0 A G�Gs0�A,� PO Box 240 * ' 24 Harvey Rd m w Riverhead, NY 11901 2 Mobile: 631.235.0189 NSA 10344'6 Email: jerrygiustra@gmail.com RoFEss�o�P� MELD INSPECTION REPORT DATE COMMENTS 71, ►o --- -- Q FOUNDATION (1ST) --------------------------------- FOUNDATION (2ND) z O H ROUGH FRAMING& PLUMBING — W � r r INSULATION PER N.Y. H STATE ENERGY CODE �rw 3 o _ jai 1� orgy Dru- • , �� FINAL ADDITIONAL COMMENTS �— .—e p Ll W rs " mvx< 591t Rv o - Z rn N y O z x y x b F el L' TOWN OF SOUTHO LD—BUILDING DEPARTMENT H a Town Hall Annex 54375 Main Road P. ®. Box 1179 Southold. NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https:i/wi.-,.i•.southoldtownny_gov Date Received I i APPLICATION FOR BUILDING PERMIT i For Office Use Only t"7 I J PERMIT NO. Building Inspector: �.; `+,_f �.�...,� NOVr s 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an 1-?��•��"�`��P h Owner's Authorization forma(Page 21 shall be completed. Date: o I I OWNER(S)OF PROPERTY: Name: '�)�G1 o SCTM# 1000- 6 5 0. 06 -01 . 0u- 0!8. o 0-7 Project Address: g SS Anderson I -A 601441old y. C( Phone#: Email: ry v✓o Mailing Address: CONTACT PERSON6. Name: Mailing Address: 7 Y 7D, s t V- Al Phone#: � �•' s � Email: �A v �r �. ,S DESIGN PROFESS40NAL INFORMATION.-. Name: Mailing Address: Phone#: Email: CONTRACTOR+tNFORA4ATION.- Name: Y71e- 1 � rt_' fla Mailing Address: 7 t-4 7 C) �� ! Phone#: -7 7 - 79 q-3 Email: f.c ✓ - C' D ESCPJP,nON-OF PROPOSE®CONSTRUCTION ❑Neva Structure ❑Additio ❑i Alteration ❑Repair ❑Demolition Estimated Cost of Project: O �ther 16L�f , ' � ,�,' $ Will the lot be re-graded? ❑Yes�<No Will excess fill be removed from premises? ❑Yes��N0 6b:1� t� 'y��T �f.:''a..�. 'i'.. .a �%Z.-°�'�'i� �.•� `�� 7'" e J �A P1 el-Si f - �r ',�&I 1 PROPERTY INFORMATION Existing use of property: 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. 0 Check Box After Reading: The owner/contractor/design professiona14s'responsible.for all drainage and storm water issues as provided by. Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and otlier'applicable laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein•described.The applicant agrees to comply with all applicable laws,ordinances;building code, housing:code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor-pursuant to Section 210:45 of the New Ydrk State Penal Law. Application Submitted By(print name): L0 'Authorized Agent ❑Owner Signature of Applicant: �� P Date: STATE OF NEW YORK) SS: COUNTY Ol�Lt-�01K ) Lorr t rve, —b,l -- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ®r-r+rA-C+D (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 day of , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 6td& 0 YlIt residing at Off`5 Ck jtr50r1 do hereby authorize �H LqYYat�t: to apply on pt my behalf to the own of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 f �UfEOt,� BU3LD1lNG DEPARTMENT- Electrical inspector TOWN OF SOUT OLD co = Town Hall Annex - 54375 Main road - P® Box 1179 v) _ � �}, Southold, New York 11971-0959 p ao Telephone (631) 765-1302 - FAX (631) 765-9502 rogerrC&-southoldtownw-gov- sea nd(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: Company Blame: 1C1y1Q+ n Q -. LLC Electrician's Blame: ��', � ��d � �.1 License No.: Elec. email: Elec. Phone No: !� "I ' d r� I request an email copy of Certificate of Compliance Elec. Address.:)L- f7, �,J fy ,> JOB SITE INFORMATION (All Information Required) Name: bcnid Q Wcshyvy Address: Y1 dun. p 0 �- a �J. ) Cross Street.- a:l+ �(, W . J Phone No.: Sldg.Permit#: email: Tax Map District: 1000 Section: ub dock: 0 1 .00 Lot: Cal P.001 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Tease Print Clearly): � Square Footage: Circle /AII That Apply. Is job ready for inspection?: ❑ YEStANO ❑Rough In F] Final Do you need a Temp, Certificate?: ❑ YES LLB t7JINO Issued On Temp Information. (All information required) Service Size01 PhE]3 Ph Size: A # Meters ®Id Meter# E]New Service®Fire Reconnect[]Flood Reconnect®Service Reconnect®Underground El®verhead # Underground Laterals 1 M2 H Frame Pole Work done on Service? Y FIN Additional Information: )a.�_, J A-s-e-) - `,CQ P I S PAYMENT DUDE WITH APPLICATION A R� CERTIFICATE OF LIABILITY INSURANCE 2THIS H DER. THIS "TE'""";°"'"Y!!/12/2023 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE OL 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 ), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. rSOUND ORTANT: K the certificate holder is an ADDITIONAL INSURED,the pot 1110 Is)must have ADDITIONAL INSURED provisions or be endorsed. BROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ER CONTACT RT S.FEDE INSURANCE AGENCY NAME; EEN STREET,SUITE 142 PHONENO.Ext. Na. INGTON, NY E-MaIL 11743 ADDRESS: RT S.FEDE INSURANCE INSU AFFORDING COVERAGE NAIC a INSURER A:ATLANTIC CASUALTY INS.CO. 524210 nt Energy LLC INSURERS: LEMENT ENERGY SYSTEMS asuR�c' OUND AVENUE " °= TUCK, NY 11952 INSURERE: � RiSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTMTHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 6EXCLCERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, USIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAWS. LIN TR TYPE OF INSURANCE D° POLICY NUMBER lPOIJ EFF POLICY EXP. LIMITS A COMMERCIAL GENERAL LIABILITY X X L1450036873 7114/2023 711412024 EACH OCCURRENCE $ 3,000,000 CLAILA$.L1AOE OCCUR PREMISES ocnurenae $ 100,000 X Contractual Lia IMA38920313 MED EXP(An one perwn) $ 5000 7/19/2022 7/19/2024 PERSONAL a AOV INJURY S 3000000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 3 3.000,000 POLICY a JJEECT LOC OTHER; PRODUCTS-COMPIOF AGG S AU7011,108"LfABILITY $ ANY AUTO FaMBf gSMiGLE � f OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOSHIRED ONLY NON-OWNED BODILY INJURY(Pat axideI>h f AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE $ arritlent UMBRELLA LIAR OCCUR EXCESSL4tB CLA EACH OCCURRENCE 9 MAS-MADE AGGREGATE $ DED RETEIVIIGN$ WORKERS COMPENSATION $ AND EMPL0yEW LIABILITY 124494445 PER OT ANY PROPRIETORIPARTNERIEXECUTIVE Yin 711 W2023 7/13M24 AER B (FFICe n N")EXCLUDED? NIA E L EACH ACCIDENTif y",descalbe under S 1 00d 000 ELDISFASE-FA EMPLOYE $ DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY 11MIT $ NY State DBL DBL567527 1/01/2023 12/31/2024 Statutory :7 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks SchedWe,may be aftaebed If more space is rawred) CERTIFICATE HOLDER IS ADDITIONAL INSURED Certtificate holder and Property Owners are hereby named as additional insured(using CG 2010 and CG 2037)(Blanket)on a non contributory basis including Completeted operations on GL Waiver of subrogation is applicable to General Liability. 30 day notice of cancellation applies. CERTIFICATE HOLDER CANCELLATION 754375Mainuftad old TAUTHORaft NY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1971 CE WITH THE POLICY PROVISIONS. PRESENTATIVE S. Fed., Amon is iima n xx Tka 0 1983-2015 ACORD CORPORATION. All rights reserved. Af`/1Dn.........�...�1........w...n...e.M....1..n ..o_0 Af 13n NYSIF New York State Insurance Fund PO Box 66699,Albany,MY 12206 I nystf com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) e A n A A A 823336604 = ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 HUNTINGTON NY 11743 0 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 GATE 12449444-5 369075 fl7113/2023 TO 07/13/2024 711IM23 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2449444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW PORK, 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 WESSITE AT HTTPS:IIWWW.NYSIF.COMMERTICERTVALASP.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 AND10R 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 ANDIOR 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 STAT SU CE FUND ��y �V DIRECTOR,INSURANCE FUND UNDERWRITING Yam Workers'E ompensation CERTIFICATE OF INSURANCE COVERAGE STAT C Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that Carrie Ia.Legal Name&Address of insured(use street address only) 1 b.Business Telephone Number of Insured ELEMENT ENERGY LLC 7470 SOUND AVE MATTiTUCK,NY 11952 1 c.Federal Employer Identification Number of Insured Work Location of Insured Mnlyreyuftd if cover a is or Social Security Number ag specitically Jirnited to ceKain locations in New York State,ie.,Wrap-Up Policy) 823336604 r2N8me and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier ntiky Being Listed as the Certificate Bolder) ShelterPoint Life hrsurance Company WN OF SOUTHOLD 75 MAIN ROAD 3b.Policy Number of Entity Listed in Box"Ia" SOUTHOLD,NY 11971 DBL567527 3c.Policy effective period 01/01/2023 to 12/31/2024 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. n B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers. ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. 0 B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/10/2023 By 46441,#t (signature of insurance tamer's authorized representative cr NYS licensed Insurance Agent of that insurance carrier) Telephone Number 51"29-8100 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wtcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 6200,Binghamton,NY 13902-5200. rDateSigned e completed by the NYS Workers'Compensation Board(only If Box 4e,4C or 50 have been chedi ed) State of New York Workers' Compensation Board formation maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. 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 (12-21) AC401R� CERTIFICATE OF LIABILITY INSURANCE DATE 7""'°1�D'3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ROBERT S.FEDE INSURANCE AGENCY NAME: PHONE PX 23 GREEN STREET,SUITE 102 No Ext. AC - NUNTINGTON,NY 11743 Aoss: R OBERTS.FEDE INSURANCE INSU AFFORDING COVERAGE NAIL a IA;ATLANTIC CASUALTY INS.CO. 524210 t Energy LLC INSURER EMENT ENERGY SYSTEMS OUND AVENUEUCKK NY 11952 IINSURER E: NdSItRER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSO1771'17 CY NUMBEtI MPOMluD�EFF 1.ICY E7(p LIMR9 A COMMERCIAL GENERAL LIABILITY X711412023 7114/2024 EACptOCCURRENCE $ 3,000,000 CLAIMSUAOE TI OCCUR PREUISES Ea0mrrence, S 100,000 X Contractual Lia MED EXP(A" ere Perm) s 5000 7l1912022 7l11112024 PERSONAL a AOV INJURY $ 3000000 GEN L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE i 3.000,000 POLICY KI JECT LOC PRODUCTS-COMPrOP AGG S OTHER: AUTOMOeriE LY1BQlTY COMBINED SINGLE LIMIT t f ANY AUTO 3md!!R1 OV�NEO SCHEDULED e00iLY MLIURY(Per person) $ AUTOS ONLY NON-OAUrOS BODILY INJURY(Per a ft) $ HIRED NUrOS ONLY PROPERTY Per PEAR�tDAAAAGE AUTOS ONLY AUTOS ONLY $ s uMSREua uae occuR EACH OCCURRENCE $ EXCESSLIA6 CLAIMS-MADE AGGREGATE g DED RETENTION$ WORKERS COMPENSATION $ AND EMPLOYERRT LIABLITY 11244SW5 PER OTH ANY PROPRIETORIPARTNERiEXECU`nvE Y l M 7/132023 7/132024 TA ER B OFFICERMIEMBER EXCLUDED? N t A E L EACH ACCIDENT (Mandatory in NN) If yes,descdx under EL DISEASE-Ell EMPLOYE $ DESCRIPTION OF OPERATIONS below EL DISFIISE-PONY UMR 3 NY State DBL DOL567527 1/0112023 12/31/2024 Stamm DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD 101,AddWonal Remarks SebedWe,may be attached If more space Is few" CERTIFICATE HOLDER IS ADDITIONAL INSURED Certlificate holder and Property Owners are hereby named as additional insured(Ming CG 2010 and CG 2037)(Blanket)on a non contributory basis including completeted operations on GL Waiver of subrogation is applicable to General Liability. 30 day notice of canCelI an applies. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE RcbeftS. Fe & croon sc 113n4arn11 41988-2015 ACORD CORPORATION. All rights reserved. Twe er•non......,..,a I..., .....aa. ...r... 11..,f Ar+nnr% Zoho Sign Document ID:2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK 1 Town of Southold October 23rd, 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 Gladstone Residence, 855 Anderson Rd. Southold, NY 11971 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, and 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 2.7 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. OF NE&V Great Eastern Services, Inc. �,�P 0 A o0 PO Box 240 24 Harvey Rd r- - w Riverhead, NY 11901 2� Mobile: 631.235.0189 103443 Email: jerrygiustra@gmail.com AR�FEsSONP� Zoho Sign Document ID:2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK Town of Southold November 27th, 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 Gladstone Residence, 855 Anderson Rd. Southold, NY 11971 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, and 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 2.7 pounds per square foot. Please contact me if you have any questions or comments about the above. Sincerely, Gennaro Anthony Giustra. P.E. OF- NEWY Great Eastern Services, Inc. �,`P�Qg0 A G,Gs0,A� PO Box 240 24 Harvey Rd c Riverhead, NY 11901 Mobile: 631.235.0189 103443 Email: jerrygiustra@gmail.com AR�FESSO" E Q V E F E B - 6 2024 Town of Got-ithoid � Zoho Sign Document ID:2A768FFA-BCV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK SCOPE OF WORK [IEMENI ENERGY UC TO INSTALL A 4,455 KW SOLAR PHOTOVOLTAIC(PV)5Y5TEM AT GLAD5TONE RESIDENCE. - ReviEK B+j- _eRTIFltI LOCATED AT 855 ANDEP50N RD,SOUTHOLD,NY 11971. O5 r Fasr alan°n THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. REV151' fI'(,`L��_ ��'R/ {''�!.LjJ �7 Q earl ocscnmoN rf F L 7 L( a..i ,-Z G,mnpp ORIGINAL 5Y5TEM RATING , yam Cering Hat°r r 4.455 kW DC SiCl1 - sndl island HegW F E B - 6 2024 EQUIPMENT SUMMARY I OCELL Q.PEAK DUO BLK ML-G 1 O+405 WATT PV MODULES L W Bert 0 I ENPHA5E 108PLU5-72-2-US MICRO INVERTERS�'T ",�:y A"_.�,. -�,. �` recant 1 IRONRIDGE XR100 MOUNTING SYSTEM " ELEMENT ENERGY,LLC. 5HEET INDEX ' :�" a -1 . 7470 SOUND AVE PV-I COVER MATTITUCK,NY 1 195 PV-2 517E PLAN PROJECT LOCATION LICENSE#674G 1-111 PV-3 ROOF PV LAYOUT LICEN5E#5 689-ME PV-4 STRUCTURAV DETAILS t SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM PV-G LABELS OF NElyy GOVERNING CODES 2017 NATIONAL ELECTRICAL CODE. t t? r 2020 RESIDENTIAL CODE OF NEW YORK STATE - 2020 PIPE CODE OF NEW YORK STATE. r A5CE 7-1 G AND NFPA-70. UNDERWRITERS LABORATORIES(UU STANDARDS 103449 05HA 29 CFR 1910 2G9 Y GENERAL NOTE5 1.CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT L1.J c2i, — THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE O O� HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK Z w 0 — AGREE THE SAME. AERIAL VIEW p — 2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Z APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY, 10.CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. TOWN COMMENTS AND APPROVAL 5TAMP oC W O Z INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM (1) AGENCIES HAVING JURISDICTION THEREOF.IF REQUIRED. CONTRACTORS LIABILITY,WORKMANS COMPENSATION, g W �/ 3.ALL WORK SHALL CONFORM TO CONSTRUCTION GODS AND COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES po z LL N ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOf OF SAME PRIOR TO o O 0 JURISDICTION. O COMMENCING WITH WORK. w H Z 4.IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR O j In WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE d p WITH THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY THE REGULATIONS lf) ENGINEER.SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND w CONTINUE WITH THE WORK,HE SHALL A55UME ALL HEALTH ADMINISTRATION.THI5 SHALL INCLUDE,BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO:PROVIDING FOP,ADEQUATE AND PROPER BRACING, E 5.ALL STRUCTURAL STEEL SHALL BE FRO 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\/ER G.ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 1 2.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE /� V UNDERWRITERS APPROVED AND ACCORDANCE WITH N.E.C.f DRAWINGS.WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NYS CODES t 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 13.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CERTIFICATION OF THESE PLANS. WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON 8.THESE DRAWINGS O EPTYIN5T OF THE E OF SERVICE ARE AND A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. N.T.S. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14.AT THE COMPLETION OF WORK,THE 517E TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCE55 MATERIAL5 THE FACILITY 15 TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE EXTENSIONS TO THI5 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 9.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK,OR DAMAGED AS FINAL PAYMENT. PV- RESULT OF HI5 WO .RK TAX MAP: 1000-050.00-01.00-018.007 Zoho Slgn Dowment ID:2A766FFA-8CV2SBW71.9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK NCWTT PROP05[D`AIAR ARRAL ON MFIN 5OUSE w+ I r I I OCflI 0 Pur DUO dA MlL 10-405"TT FV PV MODUIfS (I I STIJxG Or l l l i MICRPm RRrzRS DESIGN a DRa`TINl,.' '11 I STRING iOral ELEMENT[NERDY..' !'1 M NASUP C'' 051112-129 STRING# Z.. - ------ - - -------- I owCrwNi c WL 1M¢4 1 1 1 rmcv `"d 11 GARWAY � 1 1 ` 1 �.....,......,e n .S` CONTRACTOR olx 1 - - Aep+Nec. \\v` Ft�'XJ ELEMENT ENERGY,LLC. d-pRecnox42 ,x;� 7470 SOUND AVE MATTITLICK,NY 1 195 ^ LICENSE#67461-HI 1 r LICENSE#52689-ME I ` OF.NEwy EX15TING 4 kWAC PV SYSTEM _"`` ` }�� °�"_�2s$� d15TING ry m2RRR r TOTAL, -�eCtP'OM�z.s'.02uG ^ U NRONIUS x:4C00 41WY_SIRING xIV `/. NE1,1A 31. 1034 _ V � NO3aA3 - 4� c t �o gym, o,r.c 1SS, - • e I I Mwx 5[r,Kt r.Ilu W W e I EE _ _ I STRING 1_-- STR-2 I K O Z WIRE DUIT SC DU Z W Q cIRCU1T CIRCUR ORCUn CONDUCTOR CONVKT MAR CONDUCTOR Cp1DU111 CO,�OR G ID TrR CONDOR CONDUrt -'a T[MP E5TIMATtl) CJ Q : O ORIGIN D[STINATION NZ MI..POLL WAMrtY D[RArz INSu1ATiON 51[ ;CU/ALi TAPE 5rZ[ T[MP DEBATE pSTANCC YorA�c pa I W F Z wv[RTERs eoladN[e rANc. Aw.;a l z I 4 r o.e.e u5[-aPv w,.e AIw•e cu �ew+r ss=e i z.c o-+W.� eo rT �D% � 0 � � CdAdN[R PMI[L ACI),CONNECT A GI.O 3 MN�T2 u m- rG rD TWA2 CU TIC 4S^C 095 25IT 0.5% ,L(!� O �:D:SCONNtCT AN[t -Gr 3 1 -2 At1C,•0 45eC 09S Io, 02% (D ehJ (n 'I.CTRICAL NOTES SHEET NAME CALCULATIONS FOR CURRENT CARRYING CONDUCTORS -L.EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. #I PV Source Grcu,t Wm Ampac,ty Calc;,latlon CONFIGURATION ILL CONDUCTORS SHALL BE COPPER.RATED 1011.1111 AND 90aC WET ENVIRONMENT. [NEC 690.50)(I)f:flsc)'(#of stn s)'(1.56)=I C.G4 A 3-LINE D I A. 3.7 WIRING.CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE POUTED DIRECTLY AWG#12,ampwty'Temp Derate�20.16 A Modules per Stnng I I TO.AND LOCATED AS CLOSE AS P0551BLE TO THE NEAREST RIDGE.HIP,OR VALLEY 20.1ANG#A. 6.64 A.therefore tC•Nrc Sae Is valid. Modules r InvMer I 4.)WORKING CLEARANCES AROUND ALL NEW AND EX15TING ELECTRICAL EQUIPMENT SHALL #2 hwerter Out Wre Am t COMPLY "NEC 110.26. put Pau y Ga5)-In Number I-Inverters I I 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Ma.Amperage o,rtput'(1.25) 16.64 A Reuxd Low temp -10°C FURNISH ALL NECE55ARY OUTLETS,SUPPORTS.FITTINGS AND ACE55ORIE5 TO FULFILL AWG#10.ampx2y'(Temp Derate)'(C-&,t Frll D-tU=38 A Vac Tem C-ff,nt -0.24%/2C DRAwwG SCALE APPLICABLE CODES AND 5TANDARD5 38 A> 16.64 A.therefore AC wve sac rs whd. 4;.)WHERE SIZES Of JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, #3 Inverter Output Wrre Ampxrty Calculation DC SYSTEM SPECIFICATIONS THE CONTRACTOR SHALL 512E THEM ACCORDINGLY Inverter MaR Amperage output'(I.25)= 16.64 A ratn Current 10.8 A N.T.5. 7.)ALL WIPE TERMINATIONS 5HALL BE APPROPRIATELY LABELED AND READILY VISIBLE. AWG#6,ampacrty'(Temp Derate)'(Condu,t Fdl Derate)-71 25 A rat- Volta a 37.4 V 8.)MODULE GROUNDING CLIPS TO BE IN5TALLEO BETWEEN MODULE FRAME AND MODULE 71.25 A>I G.64 A,therefore AC-sac Is valid Max. tem Vona a 49.G V SUPPORT PAIL.PER THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. 5hort C-t Current 14.0 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS SHEET N.. OP,L5CO GBL4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTOR515(posrtrve/neganve) M.AC Otput Curcent 16.64 A t--Y` ,_ OR O r bn AC Vd 24O V r v 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. TAX MAP: 1000-050.00-01.00-0 18.007 Zoho Sign Dooument ID:2A789FFA-8CV28BW71-9RRFOSVKWOOBSYAYIB7ANJOKIM3VEC10ZK CDO De51GN a DRRT1Nf,B' SERVICE METER - _ IN5TALLATION NOTE tlew""'EIG..: ® © SOLAR PV SYSTEM + PHOTOVOLTAIC (1)ALL LABEL SHALL BE INSTALLED IN Ay " EQUIPPED WITH 1 SOLAR BREAKER} • ACCORDANCE WITH THE 2017 NEC 1,45 DA RAPID SHUTDOWN ® REQUIREMENTS. REv1slo SC DEP,IPUCN DFR FED (2)ALL LOCATIONS ARE APPROXIMATE AND owCwo oze.zo:3 50LAP AC LOAD CENTER-OUT5IDE �pp�116= 3 REQUIRE FIELD VERIFICATION. _ (3) LABELS, WARNING(5) AND MARKING 03 tuaRevoslrlOowNswRaro 0 SHALL BE IN ACCORDANCE WITH NEC TIEVFP09"T0%WD lw _ 1 10.2 1(B). sxoa NwaDNnEwaAr AC DISCONNECT (4)THE MATERIAL USED FOR MARKING MUST BE WEATHER RESISTANT, IN 50LAR AC LOAD CENTER-IN51DE 2 ��.. ,O CONT"CTOE COMPLIANCE WITH NEC 110.2 I(B)(3). aM (5)THE PV SYSTEM CIRCUIT CONDUCTORS ELEMENT ENERGY,7470 SOUND AVE ® O7 ® O ® 5HALL BE LABELED INSTALLED IN MATTITUCK,NY 1195 TN URGESE0UF T IR EED BW OFA. DUAL POWER SUPPLY lDUURRENT DE MSEXCLULL • COMPLIANCE WITH NEC 690.31. uCEN5E a 67461-1i1 allaeDmmI1DEYIDESExaIJo"c! SOURCES UTILITY GRID � I LICENSE#52689-ME rMlsuwLrovERcuroENr AND w SOLAR D ELECTRIC SYSTEM Y CONDUIT-IN51DE BUILDING __ of NEw ® , THIS SERVICE METER , PNOTOVOLTAIC!!' ISALSOSERVEDBYA EIECTRC lIOL1I"AWm I COMBINER PPHOTOVOLTAIC SYSTEMTERYMILSONTHEUEA/DOLOADSIDESWYSEENERNZED''. DO NOT ADO .q�1034A'S CONDUIT-OUTSIDE BUILDING IN THE OPEN POSITION ® O PPpJECT NnMt — LLJ DUAL POWER SUPPLY Z O ISOURCES'.UTILITY GRID AND ® F Q OL PV saAR ELECTRIC SYSTEM MAIN SERVICE PANEL-OUTSIDE J • n w O z O g � � z w mACALITION ® o o Q = K g U) o MAIN SERVICE PANEL-IN51DE i D_ U' DO cl) POKER SOURCE ® O I O NOT ION DO NOT RELOCATE THIS `MEET NnMt OVERCURRENT DEVICE LABELS AC D15CONNECT/BREAKER IO ® OO ® ® N.T.S. 5MEET NJMBEP PV-6 TAX MAP: 1000-050.00-01.00-018.007 Zoho Sign Document ID:2A768FFA-SCV2SBW71-9RRF06VKWGDBSYAY187ANJOKW3VEC10ZK LEGEND TAX MAP: 1000-050.00-01.00-018.007 DESIGN"DPAFD16 EIGSDNS U11LIlY 1llER f L Mf l."ENERGY " MAIN SERNCE PANIL MEW PV SUB-pll*m A/C DISCONNECT COMD NER NARTERS '. CND ELECTRODE O REVISIT, �PV MDDULE —M GRAl ` v90e�G Oe.IGIIJN ID-_ 0,;. O ATTACHMENT PGNT ---RAFTERS ZWQ p SUNRUN METER i Z,O 1B0 KNT S P MNG WNT ®SKY LNNT DOJ MNEY ®�POSITE SIRNIX ELEMENT ENERGY,LLC. GOOD WNDDIM POTENRAE� SHADwG IswEs 7470 SOUND AVE TMM/REMOVE AS NECESSARY MATTITUGK,NY 11952 LICENSE N 67461-111 LICENSE N 52689 F NEl T03443 8 1 12° O 0 w W 0 z 5' O z 5 w 0 Z w C o z O O 0 U) Q G'"36"GROUND ACCC55 TYP. "' g In O 55'52 Q 00 N 5�UT IJ.'.'_ SITE PLAN 'NOTE 1.)THE ROOF 5ETBACK/PATHWAY 5HALL NOT BE REQUIRED ON ROOF-51LOPE5 WHERE THE DRAWING SCALP OPP05ING OR ADJACENT ROOF 5LOPE 15 AN ACCE55 ROOF IN ACCORDANCE WITH R324.6.1 EXCEPTION OF 2020 NY5 RE5IDENTIAL CODE. CONSTRUCTION NOTES 1.)ALL EQUIPMENT 5HALL BE IN5TALLED IN ACCORDANCE WITH THE 511PET NUMB°R MANUfACTURER5 IN5TALLATION IN5TRUCTION5. V p`/ 2.)ALL OUTDOOR EQUIPMENT 5HALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. I —2 3.)ALL LOCATION5 ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. Zoho Sign Document ID:2A768FFA-BCV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK CONSTRUCTION SUMMARY LEGEND DE54GN"DRAFTING BY: (I 1)QCELL Q.PEAK DUO BLK ML-G 10+405 WATT PV MODULES 2EX"N2 UTILITY METER ELEMENT ENERGY LLC (DIMENSIONS:74'X 41.I'X 1.3') MAIN SERVICE PANEL REVIEW BY J M.NABCEF CERTIFIE[. (I I)ENPHASE I08PLU5-72-2-U5 MICRO INVERTERS N NFW PV SUB-PANELS 051112-129 (18)ATTACHMENT POINTS Q 64'O.C.MAX. 0° auemERU (76.3)LF IRONRIDGE XR100 MOUNTING SYSTEM. vnERTEas ROOF TYPE:ASPHALT SHINGLE(51NGLE LAYER) oro ELEcmaGE REVISIONS vg0°E ®Pv uaouLE .E lFnON DArz CON5TRUCTION NOTES oR GINu 0-23.2023 �� 1^0° �RAOONG RNL 1.)ALL EQUIPMENT 5HALL BE INSTALLED IN ACCORDANCE .w1 Q-'I� a LL o ATTAowwT PaNT WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. VY rtg0° -0 ---RAFTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH 21�°1g0 �RoaR nTCN ANCIE MINIMUM NEMA 3K RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE S ff jM N METER FIELD VERIFICATION. ®NENT _ OPLUMBING VENT ®SNY UCNT CONTRACTO' ®o�rcr ®LowsTE SN.KKES ELEMENT ENERGY,LLC `M0710" 7470 SOUND AVE POIENRAL SNA S N ISSIES -Im.I/NEN°�3t�NEGE MATTITUCK,NY 1195 LICENSE#67461-HI LICENSE#52689-ME OF NElyY aP oAo 0 ro ARRAY#I ��gyTo3�A9_,.y ESSIv� 4 MODULES 50°PITCH 210°AZIMUTH PPaec*NAME o to — Lu Z Lu O 'T O XISTING PV PANELS g Z 54 o z p o O Z O YFANtLTYP. 0 Q �g n O NNECTION TVP. 0-G'"3G'GROUND ACCESS TYP. A # RTER TYP 4 MODULES 3 MODULES 50°PITCH 50°PITCH snEEr NAME 2 10°AZIMUTH 2 10°AZIMUTH y PV LAYOUT DRAWING 5CALE 'NOTE 1.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE REQUIRED ON ROOF-5LOPE5 WHERE THE ROOF SLOPE 15 TWO UNITS VERTICAL TO 12 UNITS - HORIZONTAL OR LE55 IN ACCORDANCE WITH p - R324.6.I EXCEPTION OF 2020 NY5 RESIDENTIAL CODE. TAX MAP: 1000-050.00-01.00-018.007 Zoho Sign Document ID:2A768FFA-SCV2SBW71.9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK ITEM DE5CRIFTION ARRAYS 1111-3 LOAD CALCULATION ARRAY e I ARRAY a2 ARRAY♦3 RB Rid a BearJBoard 2'X 1 O'D.FIR DESIGN a DRAFTING BY: ELEMENT ENERGr LLC Ratter 2'X V D.FIR Q 1 G"O.C. REVIEW Bt J.M.NPBC[P C[RTtfl MODULE WEIGHT(Us) 48A 46.4 46.4 (D) DCckln I"X 6'TONGUE 4 GROOVE051 112-29 It OF MODULES 4 4 3 J COflmq Ja5t 2'X "D.FIR Q I .C. H Horizontal 5 an of 5 "MAX. REVISIONS TOTAL MODULE WEIGHT(Lbs) 193.6 193.6 145.E oezclarrloN wrz Rev TOTAL LENGTH Of RAIL(Ft) 27.7 27.7 20.8 ORIGINAL 10.23-2023 RAIL WEIGHT PER FOOT(Us) 0.68 0.68 O.GO TOTAL PAIL'WEIGHT(Lbs) 18.6 185 14.1 IRS (R) ♦OF 5TRANDOFFS 8 6 6 (D) WEIGHT PER 5TRANDOFF%bat 2 2 2 TOTAL STANDOFF WEIGHT(Ws) 16 16 12 TOTAL ARRAY WEIGHT(Lba) 1228.41 2284 171 3 POINT LOAD fibs) 28.6 28.6 20.6 CONTP.ACTOR TOTAL ARRAY AREA ISM Ft) 65.6 EI 64.E j ELEMENT ENERGY,LLC ARRAY DEAD LOAD(LWSq Ft) 2.7 2 7 2.7 (C) 7470 SOUND AVE I MATTITUCK,NY 1 195 iP I LICENSE III 6746I-HI WIND DESIGN SUBJECT TO DAMAGE FROM i LICENSE M 52G89-ME GROUND SEISMIC WINTER ICE BARRIER AIR MEAN `aNOW DE51GN Frost DESIGN LICE n�A�q fREEZING ANNUAL � LOAD" Speed° Topographic 5pec.m W.ndbane CATEGORI^ Weatnenng' tint Termrce' TEMP REQUIRED' INDEX. TEMPI (mph) effects' wnd ry.on' debris zone' depilf (KI NElyl 20 140 ta0 NO NO B SEVERE 3 FT H[AVrTo 15eF YES 2CNE X 599 51•F MANUAL 1 DE51GN CRITERIA" t Ind- (JI I -Y Win- Summer ElevationLAercvde Al�rtudc cw,rcuon facto, en,p Devgr cemperrt�•e cod.nq neand.tempuatum ( -^0-'N hesunM ooknj :ampere d.fference 1 � JO;daS V �ESSIONP 108 FT 41-N 15.F 66'r 100 70'f 75-F 551 F v Wind Wind Co�nadent W.Mu PROJECT NNAE C Imo-Pe...-dfference Ipraty ooq wet w b 'Daily-a c nW,1 5vmmer hvm.dRy - I n at,'q ry ROOF FRAMING DETAIL 0J Q O 1 5-F .5 MPH 7 5 MPH 72-F MEDUM(M) 40 b 32 GR @50%PH Z For Sl-1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. uFJ p W here weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth J) W 5 strength required for weathering shall govern.The weathering column shall be Medlin with the weathering index,'negligible,"moderate"or"severe'for concrete as W Z 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. MODULE MOUNTING CLAMP b. Where the host line depth requires deeper footings than indicated in Figure R403.1(1).the frost line depth strength required for weathering shall govem.The jurisdiction p ILI tV Q shall fit in the frost line depth column with the minimum depth of footing below finish grade. U3 Z J c. The jursdiction shall NI in this pan of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. 50LAR MODULE 0 O O III. The lunsi iclion shall fill in this part of the table with the wind speed from the basic wind speed map(Figure R301.2(5)AI.Wind exposure category shall be determined STA N ESS STEEL 3 8' u ~ Z on a site-specific basis In accordance with Section R301.2.1.4. //�BOLT AND NUT p (n 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 Ln 0 State.Deviations from the Appendix D temperatures shall be permitted to Meet local climates or local weather experience as detemrined by the building official.(Also / O see Figure R301.2(1).1 J// a Ln c) I. The jurisdiction shall fil in this part of the table wth the seismic design category determined from Section R301.2.2.1. NRIDGE ALUMINUM RAT 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 induce,of a minimum,special flood hazard areas as identified by the ALUMINUM`l'BRACKET Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with' SNEEr Nnr:: i.The accompanying Flood Insurance Rate Map(FIRM). ALUMINUM FLASHING ii.Flood Boundary Ili Map(FBFM),and Related supporting data along with any revisions thereto. STRUCTURA The adopted flood hazaN map and supporting data are hereby adopted by reference and declared to he 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 R905.6.3.1,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." ASPHALT SHINGLE ROOF 1. The jurisdiction shall fdl to this part of the table with the 100-year realm period air freezing index(BF-days)from Figure R403.3(2)or fmm the 100-year(99 percent) 5/16'.6"STAINLESS value on the National Climatic Data Center data table'Air Freezing Index-USA Method(Be-32-F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature fmm the National Climatic Data Center data bible'Air Freezing In STEEL 1G Index-USA Method 2 LAG BOLT WITH DRAWING SCALE THREAD (Base32'F).' PENETRATION5EALED AS NOTED k. In accordance with Section R301.2.7.5,where there is kxzl historical data docmstructuraeffects.menting structural damage to buildings due to topographic wind speedup effects.the WITH GECCEL 4500 jurisdiction shall fill in this part of the table with"YES'Otherwise.the jurisdiction shall indicate"NO'in this pan of the table. (EQUIVALENT OR BETTER) I. In accordance with Figure R301.2(5)A.where there Is local historicalwin dam documenting unusual d conditions.me jurisdiction shall fit in this part of the table with 'YES'and identify any specific requirements.Otherwise,the jurisdiction shall indicate*Ni this pan of the table. In accordance with Section R301.2.1.2 the junsdictiom shall indicate the win&bome debris wind zone(s).Otherwise,the jurisdiction shall indicate'NO'm this pan of the table. n. �",EET NUMBER The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 16 from ACCA Manual J or established cnlene determined by the jurisdiction. 1�1 PV-4 the ground snow loads to he used in determining the design snow loads for roots are given in Figure R301.216)for ones at elevations up o 7,000 feet Sites at u elevations above 1,000feet shag have their ground show load increased from the mapped value by 2 list for awry 100 feet above 1.000 feet TAX MAP: 1000-050.00-01.00-015.007 MOUNTING DETAIL (') See Figure R301.214)B. Zoho Sign Document ID:2A768FFA-BCV2SBW7I-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK SCOPE OF WORK ;�� • xs DESIGN t DRAFTING BY: 6eac`h .r�-� ELEMENT ENERGY LLC 0 ieni �•, REVIEW BY J.M.NABCEP CERTIFIE - TO INSTALL A 4.455 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT GLAD5TONE RESIDENCE, os I I I z-129 LOCATED AT 855 ANDEP50N RD,50UTHOLD, NY 1 197 1. \# 'East anon THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH nletPand THE EXISTING ELECTRICAL SERVICE EQUIPMENT. counry�P�rk zs REVISIONS Bar Ligthouse DSCZPn v ON DATE REV ORIGINAL 10-23-2023 SYSTEM RATING ` dGreenPort Sound V eW Greenport�Jv�e� - y , Danng Harms b Horton Po nt Li hthouse r>e", � N uticalMuseum f fh, Shelter Island' 4.455 kW DC 5TC rem .ar"'Li d�ed� grJ by Heig,s: 7 Kam sfan m'•�'Shelter Island EQUIPMENT SUMMARY s� I I QCELL Q.PEAK DUO BLK ML-G 1 0+ 405 WATT PV MODULES ! 'VJaiies;Beach _ I I ENPHASE IQ8PLU5-72-2-US MICRO INVERTERS 1 Pe6on'is . ;t �� '_ a'a of CONTRACTOR Eedarj'slar I IRONRIDGE XR1 00 MOUNTING SYSTEM ;yf ELEMENT ENERGY, LLC. �`� 7470 SOUND AVE S h E ET INDEX %y +< MATTITUCK, NY 1195 f..- PV_I COVER PROJECT LOCATION LICENSE# G74G I-HI PV-2 517E PLAN LICENSE # 52G89-ME PV-3 ROOF PV LAYOUT PV-4 STRUCTURAL/DETAILS 5ECTION5 ELECTRICALS PV-5 3-LINE ELECTRICAL DIAGRAM N C N U�® ® �-p PV-G LABELS �9��'��pyTl�g`f ��6l9�nr�..ed P.` O AEG�O GOVERNING CODES �� Gs * 4tJ t 2017 NATIONAL ELECTRICAL CODE. 0 2020 RESIDENTIAL CODE OF NEW YORK STATE. 2020 FIRE CODE OF NEW YORK STATE. ZN A5CE 7-1 G AND NFPA-70. 703443 UNDERWRITERS LABORATORIES(UL)STANDARDS r RO�SSIONA`- 05HA 29 CFR 1 91 0.2G9 GENERAL NOTES Y PROJECT NAME LLJ o 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT O Z O 6� THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE w Z — HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AERIAL VIEW � 0 _ AGREE THE SAME. Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL STAMP g CZ O0 Z INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, ��aa O Z LJ AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES V®IViPLY iIVITF� ALL CODES O to Z J 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO �! NEW YORK STATE &TOWN C ,% 0 Z 0 ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. _ '"i 3 AS REQUIRE®�►ND CONDITIO O n JURISDICTION. 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CL- Q 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB 517E DURING THE �'t/� BY` SOUTHOLD WN ZBA o g Ln O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS LDI , THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND K=�EWjL lNG DEPARTMENTAT SOUTHO TOWN PLANNING ADD ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND t7ftlW2 8AM TO 4PM FOR THE CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT kOWING INSPECTIONS: SO7H DTOWN 1 USTE�S LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SHEET NAME RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY FOUNDATION-TWO REQUIRED N,YS EC 5. ALL STRUCTURAL STEEL SHALL BE AND SHALL BE SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FOR POURED CONCRETE FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. SO OLD HPC COVER SPECIFICATIONS. ROUGH-FRAMING&PLUMBING G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE 12. FIGURED DIMENSIONS SHALL GOVERN. LI NOT SCALE �' _ S HD UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING . INSULATION `., NYS CODES REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING (� �� ' CONDITIONS PRIOR TO ORDERING MATERIALS AND . FINAL-CONSTRUCTION MUST '��a , 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN BE COMPLETE FOR C.O. ��e�! L I DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S COMMENCING WITH WORK. E IS I V V UJ CERTIFICATION OF THESE PLANS. 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CONSTRUCTION SHALL MEET THE UN L WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON RI`QVIREMENTSOF THE CODESOFNEW lT OUT �� Ti�l N .T.S. 8. THESE DRAWINGS AS IN5TRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. I SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE YOOff STATE. NOT RESPONSIBLE FOR ,� 14. AT THE COMPLETION OF WORK, THE 517E TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE QCIGN OR CONSTRUCTON ERRORS �� OCCUPANCY THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE SHEET NUMBER EXTENSIONS TO THI5 PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. I p V- RESULT OF H15 WORK. TAX MAP: 1 000-050.00-01 .00-018.007 Zoho Sign Document ID:2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK DE51GN e DRAFTING BY: ELEMENT ENERGY LLC SOLAR ARRAY ON MAIN HOUSE 4.455 kW REVIEW BY J.M. CERTIFIE (1 1)QCELL Q.PEAK DUO BLK ML-G 10+405 WATT PV MODULES OS I I 12-2-129 29 (1)STRING OF(1 1)MICRO-INVERTERS '(1)STRING TOTAL TO UTILITY GRID REVISIONS DESCRIPTION DATE REV ORIGINAL 10-23-2023 STRING #I _ _ _ _ _ N r- ------------ -- -- BI-DIRECTIONAL UTILITY METER �- -� '- -� - � I-PHASE.240 V I I ENPHA5E BRANCH MICRO-INVERTER CIRCUIT CABLE TYPICAL ENPHASE IC!BPLUS-72-2-US 240 VAC. .21 A I 977 CEC-WEIGHTED EFF. I NEMA 6.UL LISTED TYPICAL • CONTRACTOR i I I I MAIN SERVICE DISCONNECT ELEMENT ENERGY, LL . 240 V.IOOA 7470 SOUND AVE I MATTITUCK, NY 1 195 I I 2-POLE PV BP,EAKER LICENSE# 6746 I- HI 240 V.20 A I 1 1 „ALL6EINSTALLED LICENSE# 52689-ME I PS PAR A5 POSSIBLE PR M MAIN SERVICE DISCONNECT I I jP.A 1 :Z1 ,(tor NEW I �P PRO A G/GS 'sA * Un 20AMAIN SERVICE PANELI-PN.3-w O 1034AS 240 VACAC COMBINER BOX r ________________________________.� 100A N240 VAC.BO A3R.UL U5TED20 A DOUBLE POLE 15 KER5 A DOUBLE POLE 13 EA EP, IG FOP.COMMUIIICA¶011 Df"CE i I I EX15TI14G GROUNDING PROJECT NAME - ( ( J ELECTRODE SYSTEM 0 --__-_ LL- tLl 2 z 0 m LU wCZ - I i 1- o z - L------------------------------------- -------------J WIRE CONDUIT SCHEDULE g � O z CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% O) z W I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP 310DEPA2a)/(3c)TE D15TANCE 0 Q O 310.15(5)(3) FREE AIR I" 559C 0.84 110 FT 0.8% (f) ((� Q =' I INVERTERS COMBINER PANEL AWG#12 1 2 1 U5E-2/PV Wire AWG#8 I BARE CU OR EMT Ln :D 2 C QD CC)OMBINER PANEL MAIN PANEL AWG#10 1 3 1 THWN-2 AWG#8 I THWN-2 CU PVC 459G 0.95 25 FT 0.6% O � 5HEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 3-LINE D I A. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC G90.8(5)(I)]: (Isc)'(#of string5)'(1.5G)= I G.G4 A Modules per String 11 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG#1 2,ampacity'Temp Derate= 20.1 G A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. 20.19 A> I G.G4 A,therefore AC wire size is valid. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL #2 Inverter output Wire Arripacity Calculation Number of Inverters I I COMPLY WITH NEC 1 10.2G. Inverter Max Amperage output' (1.25)= I G.G4 A Record low temp -1 09G 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL AWG#10,ampacity'(Temp Derate)'(Conduit Fill Derate)=38 A Voc Temp Coefficient -0.24%/9C DRAWING SCALE FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE550RIE5 TO FULFILL 38 A> I G.G4 A.therefore AC wire size is valid. APPLICABLE CODES AND STANDARDS. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, O eratin Current I O.8 A N , THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY. Olperatinq Volta e 37.4 V 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Max. System Voltacje 49.G V 5.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Short Circuit Current 14.0 A SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB AC SYSTEM SPECIFICATIONS SHEET NUMBER OR I1-500 GBL-4DBT LAY-IN LUG. Max AC Output Current I G.64 A F -�j 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(po5itive/negative) O eratin AC Volta e 240 V 1 �/ ./ OR 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP' 1 000-050.00-0 1 ,00-0 1 (5.00 Zoho Sign Document ID.2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK SCOPE OF WORK DE51GN b DRAFTING BY: Beach Orient ELEMENT ENERGY LLC TO INSTALL A 4.455 KW 50LAR PHOTOVOLTAIC(PV)5Y5TEM AT GLAD5TONE RESIDENCE, REVIEW BY J.M.NABCEP CERTIFIE LOCATED AT 555 ANDER5ON RD,5OUTHOLD, NY 1 1971. East Marion 051 1 1 2-1 29 THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH Inlet Pond THE EXISTING ELECTRICAL SERVICE EQUIPMENT. County Park REVISIONS © Long each Bar Lightho ise DESCRIPTION DATE REV Greenport ORIGINAL 10-23-2023 SYSTEM KATI N G Sound View Greenport riorton Point Lighthouse Dering Harbor Nautical Museum " 4.455 kW DC 5TC Shelter Island Heights r, zs / n• / • ShdW Island EQUIPMENT SUMMARY ouch°Id ShaNe.,sl�ta OCELL Q.PEAK DUO BLK ML-G 1 O+405 WATT PV MODULES 01 We B ENPHA5E IQ8PLU5-72-2-U5 MICRO INVERTER5 Peconic ' a CONTRACTOR IRONRIDGE XR 100 MOUNTING 5Y5TEM ELEMENT ENERGY, LLC. SHEET INDEX � '"� 7470 50LIND AVE MATTITUCK, NY I 1052 PV-2 COVER �e PLAN ELECTRICAL PKOJ ECT LOCATION LICENSE #G74G I-HI PV-3 ROOF PV LAYOUT INSPECTION REOUIR LICEN5E# 52G89-ME PV-4 5TRUCTURAL/DETAILS E 5ECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM PV-G LABELS GOVERNING CODES NEW A Y0 ,�P O G 2017 NATIONAL ELECTRICAL CODE. + r * T • '�� n t� 2020 RESIDENTIAL CODE OF NEW YORK STATE. t 2020 FIRE CODE OF NEW YORK STATE. j Z� A5CE 7-1 G AND NFPA-70. UNDERWRITERS LABORATORIES(UL)STANDARDS '*,,� �A 103443 05HA 29 CFR 1910.2G9 SSI Np� GENERAL NOTES PROJECT NAME CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT 1 p LLJ — THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE v LL_ Z O 6, t11M5ELF WITH THE INTENT OF THESE PLANS AND MAKE WORK _ AGREE THE SAME. AERIAL VIEW w p I� _ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ijn— z APPROVALS, PERMITS, CERTIFICATES OCCUPANCY, 1 O. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. TOWN COMMENTS AND APPROVAL S A � LLJ a/ On z INSPECTION APPROVALS, ETC., FOR WOO OCCUPANCY, PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'5 COMPENSATION, g O W a/ COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES LLI 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND NEW YORK STATE &TOWN CODE N Z ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO O JURISDICTION. COMMENCING WITH WORK. I 'P OV 0 AS NOTEO AS REQUIRED AND CONDITION F N z = I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SOUTHOLD TON�N ZBA ° ~ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE QA •# °- � L[� WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, O Q THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS 2 x SOUTHOLD TOWN P I ING 0 �E AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND c� �� U BY: ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND FIFE SOUTHOLD �TRUSTEES CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION.THIS SHALL INCLUDE, BUT ARE NOT NOTIFY BUILDING DEPARTMENT AT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, RESPONSIBILITY AND LIABILITY THEREFROM sr+EEr NAME 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 631-765-1802 8AM TO 4PM FOR THE N,Y$, SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT FOLLOWING INSPECTIONS: p� COVER FABRICATED AND INSTALLED AS PER LATEST A.LS.0 OLD f�I V CONSTRUCTION. 1. FOUNDATION-TWO REQUIRED SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE Ft-A POURED CONCRETE SCHD UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. d DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING NY5 CODES E REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING 2. P ''`?taH-FRAMING&PLUMBING 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND 3, I;, Ji-ATION uCC V PANC 1 OR COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 4. FINAL-CONSTRUCTION MUST 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS r DRAWING SCALE CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON BE COMPLETE FOR C.O. USt IS UNLAWFUL �I �j 8. THESE DRAWINGS AS IN5TRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. ' " •T•`� SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK, THE SITE TO BE CLEARED ALL CONSTRUCTION SHALL MEET THE `1.r"trlT�IOUT CERTI FICA i PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. REQUIREMENTS OF THE CODES OF NEW THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE EXTENSIONS TO THI5 PROJECT LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE YORK STATE. NOT RESPONSIBLE FOR )!i OCCUPANCY 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF DESIGN OR CONSTRUCTON ERRORS s,EET NUMBER EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS FINAL PAYMENT. i PV- I RESULT OF HIS WORK. TAX MAP: 1 000-050.00-01 .00-018.007 2oho Sign Document ID:2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK LEGEND TAX MAP: 1000-050.00-01 .00-018.007 DESIGN s DRAFTING BY: �EJGSTING UTILITY METER LLC MAIN SERVICE PANEL ELEMENT ENERGY NEW PV SUB-PANELS REVIEW BY05.NBC29 CERTIFIE A/C DISCONNECT COMBINER INVERTERS GND ELECTRODE O' REVISIONS PV MODULE ` DESCRIPTION DATE REV RACKING RAC Q9Q ORIGINAL 10-23-2023 O ATTACHMENT POINT 120 o� o ___RAPIERS �n�0 0 0 1y0 !� n�o Oo Oo ROOF PITCH ANGLE b 59 SUNRUN METER 21 1�CJ ®VENT OPLUMBING VENT ®SKY LIGHT CONTRACTOR ®CHIMNEY ®COMPOSITE SHINGLES O ELEMENT ENERGY, LLC. GOOD CONDITION II POTENTIAL SHADING ISSUES 7470 SOUND AVE L�TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1 1952 LICENSE # G74G 1-HI LICENSE # 52G89-ME 0 41OF NEfyy A _ 771, 8" FIRE SETBACK RIDGE Lu -8' 4"43 - ZN — �03443 (G 4' ss(oNP� 0 n PROJECT NAME OZI W O U Q 2 Z O o> o z G�gePSN O DC OZ O z 8' 811 Y 0 z W 96�\ 0 O LLJ (S Q O Ln (- UI CO n - - 5 5'-5" - SHEET NAME 30"x 30 GROUND ACCESS TYP. 51TE PLAN 'NOTE I.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE REQUIRED ON ROOF-SLOPES WHERE THE DRAWING SCALE OPPOSING OR ADJACENT ROOF SLOPE 15 AN ACCE55 ROOF IN ACCORDANCE WITH R324.G.1 3/1 GII = II-Oil EXCEPTION OF 2020 NY5 RESIDENTIAL CODE. CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURER'S INSTALLATION INSTRUCTIONS. p\ �- 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. I V 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. Zoho Sign Document ID.2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK CONSTRUCTION SUMMARY (1 1)OCELL Q.PEAK DUO BLK ML-G I O+ 405 WATT PV MODULES N ELEMENT ENERGY LLC DESIGN s DRAFTING BY: (DIMENSIONS: 74"X 41.I"X 1.3") ° p REVIEW BY J.M.NABCEP CERTIFIE (1 1) ENPHA5E IQ5PLU5-72-2-U5 MICRO INVERTERS ` 051 1 1 2-129 (22)ATTACHMENT POINTS @ G4"O.C. MAX. 9p° (7G.3) LF IRONRIDGE XR 100 MOUNTING 5Y5TEM. ° ROOF TYPE: ASPHALT SHINGLE (SINGLE LAYER) p REVISIONS ° 1Z DESCRIPTION DATE REV J�21p 0 1G,p° ORIGINAL 10-23-2023 CONSTRUCTION NOTES I .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE CJ WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT 5HALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.)ALL LOCATION5 ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. OCONTRACTOR ELEMENT ENERGY, LLC. 7470 50UND AVE MATTITUCK, NY 1 1 95 O LICENSE#G74G I-HI LICENSE# 52G89-ME OF NEw ARRAY # I 18"FIRE SETBACKip RIDGE �p��p A G�GyO,Q 4 MODULES 500 PITCH A A w 2 100 AZIMUTH 103 I D 034A'3 DIY DOFESSIONP� C) rn' _QII U PROJECT NAME _ L1_I C — { z O m 5 � O DL z 36 g IL I � 0 z IL1 C) LLJF— O /ING/CONNECTION 00LEGEND Q Ln O D asTNG UTILITY METERo MAIN SERVICE PANELT TYP. NEW PV sue-PANELS 3G"x 3G11 GROUND ACCESS TYP. COM DISCONNECT ARRAY #2 ARRAY #3 V PANEL TYP. DMBINER SHEET NAME INVERTERS 4 MODULES 3 MODULES ICRO-INVERTER TYP. GND ELECTRODE ®PV MODULE P V LAYOUT 500 PITCH 500 PITCH —RACKING RAIL 2 100 AZIMUTH 2 100 AZIMUTH o ATTACHMENT POINT ---RAFTERS DRAWING SCALE PROOF PITCH ANGLE EXISTING MAIN ELECTRICAL SERVICE PANEL BSUNRUN METER �1 J/1 G" _ 1 1_011 'NOTE ®�T C� 1.)THE ROOF 5ETBACK/PATHWAY SHALL NOT BE OPLUMSING VENT REQUIRED ON ROOF-SLOPES WHERE THE ROOF ®SKY LIGHT SLOPE 15 TWO UNIT5 VERTICAL TO 12 UNITS SHEET NUMBER HORIZONTAL OR LE55 IN ACCORDANCE WITH ®CHIMNEY R324.G.I EXCEPTION OF 2020 NY5 COMPOSITE ON SHINGLES PV_3 _ oD CON DmoN RESIDENTIAL CODE. TAX MAP: 1000-050.00-01 .00-018.007 POTENTIAL S ADING ISSI 2oho Sign Document ID 2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK ITEM DESCRIPTION ARRAYS#1-3 EIDE51GN d DRAFTING BY: LOAD CALCULATION ARRAY#I ARRAY#2 ARRAY#3 RB Rid a 5earrdBoard 2"X 10"D. FIR NT ENERGY LLC Rafter 2"X 8"D. FIR I G"O.C. M.NABCEP CERTIFIE MODULE WEIGHT(Lbs) 48.4 48..4 48.4 (D) Deckin I"X G"TONGUE GROOVE 1 1 12-1 29 #OF MODULES 4 Z. 3 J Ceilinei J015t 2"X 8"D. FIR I G"O.C. H Horizontal Span of 56"MAX. REVISIONS TOTAL MODULE WEIGHT(Lbs) 193.E 93.G 145.2 DESCRIPTION DATE REV TOTAL LENGTH OF RAIL(Ft) 27.7 27 7 20.8 ORIGINAL 10-23-2023 RAIL WEIGHT PER FOOT(Lbs) O.GB 0.G8 O.GB TOTAL RAIL WEIGHT(Lbs) 15.8 5.8 14.1 (R) (R5) #OF 5TRANDOFF5 8 8 G WEIGHT PER 5TRANDOFF(Lbs) 2 2 2 D) TOTAL STANDOFF WEIGHT(Lbs) 19 G 12 I I TOTAL ARRAY WEIGHT(Lbs) 228.4 228.E 171.3 POINT LOAD(Lbs) 28.G 28.G 28.G CONTRACTOR TOTAL ARRAY AREA(Sq Ft) 85.G 85.G G4.2 i ELEMENT ENERGY, LLC. ARRAY DEAD LOAD(Lbs/5q Ft) 2.7 2.7 1 2.7 7470 SOUND AVE C) MATTITUCK, NY 1 195 (F) I LICENSE# G74G 1 411 WIND DESIGN SUBJECT TO DAMAGE FROM i LICENSE # 52G89-ME GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN SNOW DESIGN Frost DE51GN UNDERLAYMENT HAZARD5,J FREEZING ANNUAL LOAD' Speed' Topographic Speaal Wndborne Weathering'�ATEGORYf brie Termite` TEMP` REQUIRED" INDEXi TEMP) (mph) effects" wind region debns zone' depth' �K) I OF NEw I 20 140 NO NO NO B SEVERE 3 FT MOD TO 15'F YES FEMA 5D9 5 -F P� LO A G7GyO,Q HEAVY ZONE X MANUAL J DESIGN CRITERIA" r lk J) ICV Indoor Elevation Latitude Winter Summer ,altitude correction factor design Design temperature cooling Heating temperature I Lo heating cooling tempera difference I O 703443 ture 1011 O�SSIONP�' 08 FT 4;°N i 5°F 8G"F 1.00 70°F 75"F 55°F Wind Wind 'RO�`C'NAV' wet bulb humidity ooling temperature difference velocity velocity e bunt Daily range Winter Summer humidity ROOF FRAMING DETAIL heating cooling t bulb 0 L1J U Q 15 MPH 7.5 MPH 1 i-F MEDIUM(M) 40 170 32 GP @50%PH Z w 0 LLJ _ For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. C) 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 N W O strength required for weathering shall govern.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as DZ CLI (S) z 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. MODULE MOUNTING CLAMP 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 0 W I� shall fill in the frost line depth column with the minimum depth of footing below finish grade. SOLAR MODULE z C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. 0 Q 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 5TAINLE55 STEEL 3/8" t j Q = on a site-specific basis in accordance with Section R301.2.1.4. BOLT AND NUT 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 0 L(� 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 O J O see Figure R301.2(1).] (L 0 00 f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. NRIDGE ALUMINUM RAIL 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 ALUMINUM"L"BRACKET SHEET NAME 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), UMINUM FLASHING ii.Flood Boundary and Floodway Map(FBFM),and AL p^ iii.Related supporting data along with any revisions thereto. STRUCTURAL 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." ASPHALT SHINGLE ROOF 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) 5/1 G"x G"STAINLESS value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." STEEL LAG BOLT WITH 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 2 I/2"MIN THREAD (Base 32°F)." PENETRATION SEALED 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 WITH GEOCEL 4500 AS NOTED jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. (EQUIVALENT OR BETTER) 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 "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. SHEET NUMBER n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. 4 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 MOUNTING DETAIL I I I v 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. TAX MAP: 1 000-0 r5 0.00-0 1 .00-0 1 8.007 P) See Figure R301.2(4)B Zoho Sign Document ID.2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC10ZK DE51GN E DRAFTING BY: 50LAP ARRAY ON MAIN HOUSE 4.455 kW ELEMENT ENERGY uC (1 1)QCELL Q.PEAK DUO ELK ML-G 10+405 WATT PV MODULES REVIEW BY J.M.NABCEP CERTIFIE (1)STRING OF(1 1)MICRO-INVERTERS 051 1 1 2-1 29 '(I)STRING TOTAL TO UTILITY GRID REVISIONS STRING # I DE5CRIPT10N DATE REV ORIGINAL 10-23-2023 I - ",-DIRECTIONAL UTILITY METER I-PHA5E,240 V t- ----------------- I 1 N I ENPHASE BRANCH MICRO-INVERTER 1 CIRCUIT CABLE TYPICAL ENPHASE IQ5PLU5-72-2-1,15 I I 240 VAC, I.21 A 97%CEC-WEIGHTED EFF. - I NEMA C.UL 1-15TED I I TYPICAL 1 M I CONTRACTOR MAIN 5ERVICE D15CONEC- ELEMENT ENERGY, LLC. 240 V.I00A 7470 SOUND AVE MATTITUCK, NY 1155 I 2-P01-EPVBREARER LICENSE# G74G 1-HI 1 1 2MAU.51I5TALLED LICENSE# 52G89-ME AS PAR As IC55111LI FROM I MAIN SERVICE DISCONNECT I GATEWAY 1 1 pF NEl1.y t ' tP 0AG05AnMAIN SERVICE PANEL ?-Ph1.3-W p1-------------------------- ------------------- IOOA 0344AC COMBINER BOX r --- ----- ---------- '�ooA240 VAC.80 AN �$$I3R.UL L15TED I20 A DOUBLE POLE BREAKER 1 IG15 A DOUBLE POLE BREAKER FOR COMMUNICATIOII DEVICE I I I I EX15TING GROUNDING ',AV' 1 -J, I ELECTRODE 5Y5TEM LLB C - 1 ---------- I tL U Q (\ I ( O I - z f - � o CZ - L------------------------------------- -------------- � z WIRE CONDUIT 5CHEDULE g CZ 0 z CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS MAX.CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% 0 z W I.D. # ORIGIN DESTINATION 51ZE PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE p O � J 310.15(13)(3) 3 1 O.1 5(B)(2ap(3c) O INVERTERS COMBINER PANEL AWG#12 1 2 1 U5E-2/PV Wire AWG#8 1 BARE CU FREE AIR P, 55QC 0.84 1 10 FT 0.8% N Q L OR EMT O 2 COMBINER PANEL MAIN PANEL AWG#10 1 3 I THWN-2 AWG#8 1 THWN-2 CU PVC I.. 45QC 0.95 25 FT O.G% Q Q LSD O c� co U� ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION. #I PV Source Circuit Wire Arripacity Calculation CONFIGURATION 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT. [NEC .G4 y'G90.8(B)(1)):(Isc)'(#of strin s)'(1.5G)= I G.G4 A 3-LINE D I A. LL 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHA BE ROUTED DIRECTLY 9 Modules per String 11 TO,AND LOCATED AS CL05E AS P0551BLE TO THE NEAREST RIDGE,HIP,OR VALLEY. AWG#I 2,a 20.I G A> I G G.G4 Temp Derate= e I G A s A,therefore AC wire size is valid. Modules per Inverter I 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.2G. #2 Inverter Output Wire Ampacity Calculation Number of Inverters I I Inverter Max Amperage output'0.25)= I G.G4 A Record low tem -I OQC 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL = 38 A FURNISH ALL NECE55ARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIE5 TO FULFILL AWG#10,am pacit y'Rem P Derate)*(Conduit FIII Derate) Voc Tern Coefficient -0.24%LVQC DRAWING 5CALE APFUCA13LE CODES AND STANDARDS. 38 A> 1 G.G4 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS G.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. O eratin Current 0.8 A N .T.S. 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. Ciperatinq Voltage 37.4 V 8.)MODULE GROUNDING CUPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Max.System Voltacje 49.G V SUPPORT RAIL,PER THE GROUNDING CUP MANUFACTURER'S INSTRUCTION. Short Circuit Current 14.0 A 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AC SYSTEM SPECIFICATIONS 5HEET NUMBER OR ILSCO G5L-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) Max AC Output Current I G.G4 A PV-5 OR Operating AC Voltage 240 V 10.)THE DC 51DE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90.35. TAX MAP: 1 000-050.00-0 1 .00-0 1 6.007 Zoho Sign Document ID:2A768FFA-8CV2SBW71-9RRF06VKWGOBSYAYIB7ANJOKW3VEC1OZK SERVICE METER O O DESIGN s DRAFTING BY: I N 5TALLAT I O N NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM I PHOTOVOLTAIC s PHOTOVOLTAIC SYSTEM ( I ) ALL LABEL SHALL BE INSTALLED IN REVIEW BY J.M.NABCEPCERTIFIE OSiii2-129 EQUIPPED WITH I SOLAR BREAKER DC DISCONNECT ACCORDANCE WITH THE 2017 NEC RAPID SHUTDOWN ® O • 7ESCRIPTION DATE REQUIREMENTS. REVIs1O DATE REV •' (2) ALL LOCATIONS ARE APPROXIMATE AND ORIGINAL 0-23-2023 MAX SYSTEM VVDC SOLAR AC LOAD CENTER - OUTSIDE 9DOOV NOT TDTEET O. CCURRENT REQUIRE FIELD VERIFICATION. (3) LABELS, WARNING(5) AND MARKING O TuMRAPOsHuroor•+swrMHTD 9 SHALL BE IN ACCORDANCE WITH NEC TIE roF•PIWTION TO St1 f"M 0 1 1 0.2 1 (B). i PV SYSTEM NO REDUCE CAUTION SHOCK HAZARD IN THE ARMY AC DISCONNECT a RTOTHIs RVCEISu SLVVLhn (4) THE MATERIAL USED FOR MARKING F ROMTNW-SLi ITD"SHOMR11 MUST BE WEATHER RESISTANT, IN pISCOMN£LTS LOGAIFD AB SNOMM SOLAR AC LOAD CENTER - INSIDE O COMPLIANCE WITH NEC 1 10.2 1 (5)(3). CONTRACTOR ftyAR ,, (5) THE PV SYSTEM CIRCUIT CONDUCTORS ELEMENT ENERGY, LLC. 4 7 81 1 . NG I W�N� ft T- 7470 SOUND AVE O O O 0 a �A "° SHALL BE LABELED INSTALLED IN MATTITUCK, NY 1 195 THISSO��ALL= DUAL POVdERSUPPLY COMPLIANCE WITH NEC G90.3 1 LICENSE # 67461-HI OVERCURRMOEyIICES,pXCLUDIN. SOURCES UTILITY GRID LICENSE # 52G69-ME YAM SUPPLYOVERClRRENT AND PV SOLAR DEVICE.SW LWTSMEED j ELECTRIC SYSTEM (� CONDUIT - INSIDE BUILDING AMPI1CIttOFWSBAR OF NEt�r Y -- OA'G�Gsp�� THIS SERVICE METER IS ALSO SERVED BY A PHorovaLrAlc sysrEM w ELECTRIC SHOCK HAZARD 'I PHOTOVOLTAIC t PANEL II PHOTOVOLTAIC SYSTEMCOMBINIE TERIN10"OU TIE L•EAID 2 LOAD SOES WNEEBBi(1® DO NOT ADD LOADS 103443 CONDUIT - OUTSIDE BUILDING IN THE OPEN FOOM 1 — O SS%( ® PROJECT NAM`_ LL! — •'! f 0 U Q Z Q 7=SOURCES: "GMID w LL1 F— z — MAIN SERVICE PANEL - OUTSIDE O A CAUTION SOLAR CIRCUIT CZCz Z U—I 0203 ® I=ACA o 00 SOLAR ELECTRIC SYSTEM CON ECTE 0 D O 0 • • o o MAIN SERVICE PANEL - INSIDE G '• •', • O POWER SOURCE i UT OUTP CONNECTION ® O DO NOT RELOCATE THIS 5 ``'NAME OVERCURRENT DEVICE LA B E L5 AC DISCONNECT/BREAKER DRAWING SCALE 0000G N .T.S. SHEET NUMBER PV-6 TAX MAP: 1000-050.00-01 .00-018.007 pouY,e ed by - DUO p • �YR Q TOP BRAND PV EL VE Warranty 2021 G CELLS Pwdua&Psiwrrwce '1,eid SeC�nty T_ BREAKING THE 20%EFFICIENCY BARRIER n/I 11�11�I� Q.ANTUM DUO Z Technology with zero gap cell layout 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 v� the independent certification institute TOV Rheinland. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology,Anti PID Technology,Hot-Spot Protect and Traceable Quality Tra.QT'". EXTREME WEATHER RATING High-tech aluminum alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). A RELIABLE INVESTMENT Inclusive 25-year product warranty and 25-year linear performance warranty2. APT test conditions according to IEC/TS 62804-1:2015,method A(-1500V,96h) 'See data sheet on rear for further information. THE IDEAL SOLUTION FOR: "ll/ Rooftop arrays residential buildings Engineered in Germany OCELLS MECHANICAL SPECIFICATION -- -- - ----- ---------- -- ----- ------ --- =;rr.;at 74.Oin x 41.1in x 1.26in(Including frame) (1879mm x 1045mm x 32mm) We ght 48.511ps(22.Okg) _ cntCc,er 0.13 in(3.2 mm)thermally pre-stressed glass with :arweo ) i anti-reflection technology - _ 4.0a gpr .alr(.5_)��- r Sack Cover Composite film ,azt.eu.,,l -dma_ Black anodized aluminum -- - ------- -- --- ® 4Lr(IM..) 6 x 22 monocrystalline Q.ANTUM solar half cells r;�ctor BQA 2.09-3.98iiiA1.20-2.30in-0.59-0.71in --- (53-101mm x 32-60mm x 15-18mm),IP67,with bypass diodes "" x4er tneo..V Cabe 4mm2 Solar cable;(+)>-49.2in(1250mm),(-)z49.2in(1250mm) �_43 e.a...e.na. ector St$ubli MC4;IP68 ------------- isTl3Tmml DETAIL•ae�aemm) O.erI24.5°.,,1I J�mamn7 ELECTRICAL CHARACTERISTICS POWERCLASS 385 390 395 400 405 %I N'Vi I 1 JE4=CR;LIANCE A" -iONC STC-IPOWER TOLERANCE+5W J - PCw=;at ViPo= Pm [W] 385 390 395 400 405 ;r:C;rcult Cur•e,nt• I" -[A] 11.04 11.07 11.10 11.14 11.17 Coen Circuit Voltage- ---- - Voc IV] -- 45.19 45.23 45.27 - 45.30 - 45.34 5 Cucent at MPP IMm [A] 10.59 10.65 10.71 10.77 10.83 `dc,tage at MPP VMm IV] 36.36 36.62 36.88 37.13 37.39 Eific,ency' q [%] z19.6 z19.9 z20.1 z20.4 >_20.6 yllliytUv)DERFORMANCEA''4CRMA:_OPEKa'NGJ --- - acwr•at V1PP PMm- - [W] --��- 288.8 T---T 292.6 296.3 300.1 303.8 E Sno,+:1-cuit Current Isc [A) 8.90 8.92 8.95 8.97 9.00 J')en Circuit doltage Voc IV] 42.62 42.65 42.69 42.72 42.76 C.Jrrert at MPP IMm-- [A] -- 8.35 8.41 8.46 8.51 8.57 Voltage 3t MOP VM - IV] 34.59 34.81 -! 35.03 - - 35.25 35.46 Measurement tolerances PMw t3%;Imo;Va 35%at STC:ICOC W/rn-,25t2`C,AM 1.5 according to IEC 60904-3.2800 W/ma,NMCT,spectrum AM 1.5 O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At(cost 08%of nominal powor during _� first year.Thereafter max.0.5% z _ ------- ---------_-___---- degradation per year.At least93.5% of nominal power up to 10 years.At least 86%of nominal power up to w° 25 y _F � ears. ,--------------------- All date within measurement toleranc- es.Full warranties in accordance with e0 the warranty terms of the Q CELLS ao 4m eao em Jim 9 Ra.4DatiOfi iro ns= F . sales orgenisation of your respective country. Typical module performance under low irradiance conditions in a comparison to STC conditions(25°C,1000W/m2) n TEMPERATURE COEFFICIENTS o Temperature Coefficient of IS,; a [%/K] +0.04 ->. _. .��_rs Coefr)cdert of'1,c 9 [%/K] -0.27 � _ f 'amoerature Coeff!clent of P, y [%/K] -0.34 >.�-r rai Module Operating Temperat�9 NMOT [°F] 109t5.4(43t3°C) m n PROPERTIES FOR SYSTEM DESIGN a - w Maximum System Voltage V;, IV] 1000(IEC)/1000(UL) P=/mcduie c:assificaticn Class 11 a • Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 81730 TYPE 2 Max.Design Load,Push/Pul!' [Ibs/ft2] 75(3600Pal)/55(2660Pa) Pe=mittedModuleTemperaiure -40°Fupto+185°F a Max.Test Load,Push/Pull' pbs/ftq 113(5400Pa)/84(4000 Pa) an Continuous Duty (-40°C upto+85°C) 'See Installation Manual U U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION _ o ULality Controlled CE PVe T iC 40'MC� n IEC 61 15:201 PV-TUV Rheinland. -�_�- IEC 61215:2018,IEC 81730:2016, U.S.Patent No.9,893,215(soler cells), S ( ravnu,+.. 76.4 in 43.3 in 48.0 in 16561bS 24 24 32 ocl=v certification ongoing. Cc,,,,w,US ♦ 1940mm 1100mm 1220mm 751kg pallets- pallets modules 5_y; u�eira° airiir�oin � S Note: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. Henwha 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us ENPHASECOMM 4 IQ8 and IQ8+ Microinverters Easy toinstaill Our newest 108 Microinverters are the irdustry's first microgrid-forming,software- i icHweight and compact with defined microinverte►s with split-phase power conversion capability to convert DC piug-rl-play connector3 power to AC power efficiently.The brain of the semiconductor-based microinverter pow Line Corrurluricaticn is our proprietary application-specific integrated circuit{ASIC)which enables the microinverter to operate in grid-tied or off-grid modes.This chip is built in advanced {PLC)between components 55nm technology with high speed digital logic and has super-fast response times Faster installation with simple to changing loads and grid events,alleviating constraints on batter/sizing for home tvvc-"►ire cabling energy systems. I•iigh productivity and reliability Produce cower ever: nher the grid is down' More than one milliior,cumulative hours of testing Class 0 double-insulated Part of the Enphase Energy System.IQ8 Series I08 Series Mcroinverters redefine reliability eT,closure Microinverters integrate with the Enphase IQ Batter% standards with more titian one million cumulative optimized fcI the':atest nigt- Enphase 10 Gateway,and the Enphase App monitoring hours of power-on testing,enabling an industry- and analysis software. leading limited warranty of up to 25 years. powered PV modules Micr ogr id-fof 1r11rts ® Complies with the latest advanced grid support" Remote automatic updates for the latest grid requirements Connect PV modules quickly and easily to n8 Series IQ8 Series Microinverters are UL Listed as Configurable to support a wide Microinverters using the included Q-DCC-2 adapter PV Rapid Shut Down Equipment and conform with cable with plug-n-play MC4 connectors. various regulations,when installed according to range of grid profiles manufacturer's instructions. Meets CA Rule 21(UL 1741-SA) requirements 0 2022 Enphase Energy.All rights reserved.Enphase,the Enphase logo,108 Microinverters,and other 'Only when installed with IQ System Controller 2, names are trademarks of Enphase Energy,Inc.Data subject to change. meets UL 1741. •`I08 and I08Ptus supports split phase,240V IQBSP-OS-0002-01-EN-US-2022-03-17 installations only. I08 and IQ8+ Microinverters Commonly used module pairings' w 235-350 235-440 Module compatibility 60-cell/120 half-cell 60-cell/120 half-cell,66-cell/132 half-cell and 72-cell/144 half-cell MP PT voltage range v 27-37 29-45 Operating range v 25-48 25-58 Min/max start voltage v 30/48 30/58 Max input DC voltage v 50 60 Max DC current'[module Isc] A 15 Overvoltage class DC port II DC port backfeed current MA 0 PV array configuration txt Ungrounded array;No additional DC side protection required;AC side protection requires max 20A per branch circuit Peak output power VA 245 300 Max continuous output power VA 240 290 Nominal(L-L)voltage/range' v 240/211-264 Max continuous output current A 1.0 Nominal frequency Hz 60 Extended frequency range Hz 50-68 AC short circuit fault current over 2 3 cycles Arms Max units per 20 A(L-L)branch circuit" 16 13 Total harmonic distortion <5% nvP.rvnitagP..rJams AC part III AC port backfeed current mA 30 Power factor setting 1.0 Grid-tied power factor(adjustable) 0.85 leading-0.85 lagging Peak efficiency 9L 97.5 97.6 CEC weighted efficiency % 97 97 Night-time power consumption mw 60 MECHANICAL,. . Ambient temperature range -400C to.60°C(-40°F to+140°F) Relative humidity range 4%to 100%(condensing) DC Connector type MC4 Dimensions(HxWxD) 212 mm(8.3")x 175 mm(6.9")x 30.2 mm 0.2") Weight 1.08 kg(2.38 Ibs) Cooling Natural convection-no fans Approved for wet locations yes Pollution degree PD3 Enclosure Class 11 double-insulated,corrosion resistant polymeric enclosure Environ.category/UV exposure rating NEMA Type 6/outdoor 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 Certifications This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014,NEC 2017,and NEC 2020 section 690.12 and C22.1-2018 Rule 64-218 Rapid Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's instructions. (1)No enforced DC/AC ratio.See the compatibility calculator at https://Iink.erphase.com/module-compatibility (2)Maximum continuous input DC current is 10.6A(3)Ncminal vcltage range car be extended beyond nominal if required by the utility.(4)Limits may vary.Refer to local requirements to define the number of nicroinverters per brarch in your area. 108SP-DS-0002-01-EN-US-2022-03-17 IRONRIDGE Flush Mount System f_- 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. 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 railJfinish rail for commercial projects. for seamless connections. • 6'spanning capability 8'span • 12'spanning capability Self-drilling screws • Moderate load capability • Heavy l • Extreme load capability Varying versions for rails • Clear and black finish • Clear a • Clear anodized finish Forms secure bonding Ciamps Grounaw-g UFOs � , Stopper Sleeves Grounding Lugs Microinverter Kits Universal Fastening Objects Snap onto the UFO to turn ys 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 FlashFoot2 Conduit Mount Slotted- -Feet Bonding Hardware AOL i� um"I - I - Flash and mount XR Rails Flas d mount conduit, - esign for rapid rail Bond and attach XR Rails with superior waterproofing. ut, or junction boxes. attachment. to roof attachments. • Twist-on Cap ease&insfall 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 3/4"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. ,� _�, while learning more about our systems.