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HomeMy WebLinkAbout47194-Z �o�o coGy Town of Southold 3/23/2023 `tP.O.Box 1179 o - 53095 Main Rd z y?j0l �,ao� i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43942 Date: 3/23/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 4170 Indian Neck Ln., Southold SCTM#: 473889 Sec/Block/Lot: 98.-1-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2021 pursuant to which Building Permit No. 47194 dated 12/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory carport as applied for. The certificate is issued to Indian Neck I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 t1ri d Signature o �• TOWN OF SOUTHOLD �gUFFQI� �� ay BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE "oy • ��r 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 #: 47194 Date: 12/8/2021 Permission is hereby granted to: Indian Neck I LLC 1350 Ave of Americas Ste 2300 New York, NY 10019 To: Construct accessory carport at existing horse farm as applied for. At premises located at: 4170 Indian Neck Ln., Southold SCTM #473889 Sec/Block/Lot# 98.-1-27.1 Pursuant to application dated 8/16/2021 and approved by the Building Inspector. To expire on 6/9/2023. Fees: ACCESSORY $1,328.80 CO-ACCESSORY BUILDING $50.00 Total: $1,378.80 Building Inspector OF 50UlyO Li `7 ( ! ! P7 V ---- - - - # TOWN OF SOUTHOLD BUIL ING DEPT. °`ycourm 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) PIPRE LECTRICAL (FINAL) [ ] CODE VIOLATION [ C/O [ ] RENTAL REMARKS: YO fr Of /e A Af oq,14� V= A J 42 id A4 4214 ejS [varg &- Aa DATE iS INSPECTOR " hoy��0ES0GTyO� :---------- -- - --- # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION FO DATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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 REMAR S: DATE Z-?i INSPECTOR FIELD:INSPIpb' aN: 00 FOUNDATION(1ST)' .FOUNDATION'(2NA.). ROUGH FRAMING: PI:UMBING INSULATION. MMiN.,•Y'. . H STATE EN�RGY:CCjDE � FINAL... . � •�ADp:ZTIONAI'i:C(�11?.IVI�+'NTS: � ' . -7 42nlp 0 =o�S�FFO(,�coGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT ? Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 N 2 �y�o• �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov f Date Received APPLICATION FOR BUILDING PERMIT For Office Use OnlyD 1�Q V ITN D PERM O 1� Building g Inspe c to r: AUG 1 6 2021 Applications and forms must be filled out in their entirety:Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEFT. Owner's Authorization form(Page 2)shall be completed. T0`. 1() + fiT1'lkGL,D Date: OWNER(S)OF PROPERTY: —all Name: 11vo119;ortJ 11,(el� SCTM#1000- UPolaa0 a 7a�� Project Address: L1`70 Phone#: i '3/ 779 7/ /3 Email: e 2 &S . Mailing Address: A1,,014-A) 13J CONTACT PERSON: wU� Name: 1,911K CGCG 0"q Mailing Address: -N-70 � 11v. Phone#: i '3) 7 f3 Email: 13 e,)--C s- DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: 7y70 1QV 147-e- 4/4�x6ln d-- Phone#: 7Email: 73 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: they Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: S/ 6 Intended use of property: 1� „Q Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town.of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with'all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of.the New York State Penal Law. Application Submitted B (print name): 6alfe.1-L L Lithorized Agent ❑Owner Signature of Applicant: Date: 0 STATE OF NEW YORK) SS: COUNTY OF ) 11(,Ipitl le, PAY being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 'cn b (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 day f ..Ltj-� 2019- 1 Notary Public DEBRA A SEPULVEM PROPERTY OWNER AUTHORI ATI(PP" SrA OPNOTI (Where the applicant is not theowner) Na►Ott{ Qua�Beit� ik '�•�` " My Ci on Eltph" I,&4ep"l-srakvq�f/ly residing at 070 Il✓/ate &�44,y do hereby authorize F�G'/a�i'� to apply on my behalf t� t e own of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 DATE(MM/DD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 7/15/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: ROBERT S.FEDE INSURANCE AGENCY PHONE - tbU FAX 631-36b-1 AIC No Ext• AIC No: 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCE INSURERS AFFORDING COVERAGE NAIL# INSURER A: INSURED INSURER B:STATE INSURANCE FUND 523930 Element Energy LLC INSURER C ELEMENT ENERGY SYSTEMS INSURER D: 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 NUMBER MMI D/YYY MMIDY EXP LTR DLIMITS 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 8 ADV INJURY $ 3000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY[—] PE0 D LOC PRODUCTS-COMP/OP AGG $ 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 I RETENTION$ $ WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY 124494445 X STATUTE ER Y/N 7/13/2021 7/13/2022 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? NIP` (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 000,000 NY State DBL DBL567527 1/01/2021 1/01/2022 Statutory DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY11971 AUTHORIZED �RREEPRESENNTAATIVE �.tJlJt'if't.S. Fed& ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 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 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specificallylimited 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"l 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: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 7/15/2021 By ��d 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1 (10-17) Ii III I III DB-120. 1 (10-17) NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) D AAAAAA 823336604 ROBERT S FEDE INSURANCE AGENCY [mile 23 GREEN ST STE 102 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD DBA ELEMENT ENERGY SYSTEMS 54375 MAIN ROAD 7470 SOUND AVENUE SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 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 4�f 20-1-z� DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:438572026 U-26.3 A`oRO� CERTIFICATE OF LIABILITY INSURANCE DATE(MM7/15 021 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: ROBERT S. FEDE INSURANCE AGENCY PHONE FAX A/C No Extl: AIC No): 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON,NY 11743 ADDRESS: ROBERTS.FEDE INSURANCEININSURERS)AFFORDING COVERAGE NAIC# SURER A INSURED INSURER B:STATE INSURANCE FUND 523930 Element Energy LLC INSURER C:SHEL T 81434 ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURER E MATTITUCK, NY 11952 INSURER F COVERAGES CERTIFICATE NUMBER: 8,552 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 SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY MM/DD/YYY LIMITS COMMERCIAL GENERAL LIABILITY CL00275204 7/14/2021 7/14/2022 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE "I OCCUR X X DAMAGE TO RENTED PREM SES(Ea occurrence) $ 100,000 A MED EXP(Any one person) $ 5000 IMA389203 7/14/2021 7/14/2022 PERSONAL 8 ADV INJURY $ 3000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 3,000,000 POLICY PRO- JECT u LOC PRODUCTS-COMP/OP AGG $ 3000000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNEDPROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Peraccident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N 124494445 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE 7/13/2021 7/13/2022 B OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E L.DISEASE-EA EMPLOYE $ If yes,describe under 1-000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1-000000 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 54375 Main Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY11971 AUTHORIZED �REPRESENTATIVEZtllJE'v S. Fede, ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF 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) T J A A^^A^ 823336604 ROBERT S FEDE INSURANCE AGENCY ' 23 GREEN ST STE 102 g 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 NUMBERPOLICY PERIOD DATE 12449444-5 706281 07/13/2021 TO 07/13/2022 7/15/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 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 I U-26.3 y"TAT workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND RAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured ELEMENT ENERGY LLC 7470 SOUND AVE MATTITUCK,NY 11952 1c. Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e., Wrap-Up Policy) 823336604 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Main Rd 3b. Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 DBL567527 3c. Policy effective period 01/01/2021 to 12/31/2022 4. Policy provides the following benefits: n A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. E] C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. n i 7/15/2021 Date Signed By (�, U (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent ofthat insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 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) I IIIII I III III III I III DB 120. 1 (10-17) tom).0 SAN G - z 1S - -- - -- - -- -- - - ITOTAL ODULESS(EMG )J: 5I KM4WOM 7211 L-� LES 6 �m -CSM ENE Y W- of C l3)r�+cro —i NAa��r ctr..crtc �I�z-;ze i REV1510145 1)Stnt��)�FC$)mxxoS I �� E INVERTER5: (12G) E HA5E IQ7PLU5-72-2-U5 M 0-I K KT L R5 (8G) MODULE5 INT NNEGTED TO METERj- I (40) MODULES I NNE ED THE MORT BUIL ING• Wl or j T8 1 ------------- --�- 1 I V ----`$-- Ram-- - — — -- --- -�-) 1 .9.10 psEG�#Q btl)S z vo 2— CO\TRA^C. I 1 I t -- -- -- — -- -- ` r,1p�r�r l�.r\/�I� ,yil)r t-iL�QIIV 1 I eL.'I KASt�M1n.J{�GM1 . .. A _�:i.l:.,`_ I I 2-401,9 +r� n�cY�� '"{o� R�}ISoq�Ql jUIG I� #?3n 539 q36 l7�2ufl b�`�e� `ub`�Ai. ➢1S C, .. .< ': PF,wtCr I-E 2-Lto, Q ------------- _ J J Ln Pj VISG — L W ` I , r Z Q U WARE IT CONDUI 5CnED 1 Q. IT —IT __ - .—T11cu;::rox cxo aaho vfTtcol;r,r. z O ccuaucr ornn a csco:Pr-a� w•rz - ass y ) co:asurn.rc,r_r -.n scOv:m - I - ».zT-11 I Cl ELECTRICAL NOTE5 ytEET KA✓E CALCULATION5 FOR CURRENT CARRYING CONDUCTOR5 ',-tL = _ :t-F: ;•r _ _ •�1'.�.. _ - WSourrx Grcwt Wne Ampac;ty Calculation Inverter Oatput Wve Amaoty CalculatiCONFIGURATION ..:'t:` `r is p _ on (NEC690.8(B)(I)1: .-,- ' �. -,•(1.561= � verterMaxAmpe ontput•(I.2�)= _.. odulesper5tr;ng - -LINE DIA. Inverter IF ; - " "' Number of lmierters t �[PV Source Grcwt Ware Ampauty Calculation p =i Comb,ned Inverter Output Nre.A.m.pa_.rt.y_Calc.l�aG Rod lo A IuMax Ampgeoutput' 1.25) VoTm DCpw Ctoeem cent C cPawNs s�A:E 5Y5TEM 5PECIFICATIDN5G D eraGn D Trent N.T.5. Inverter Output W,,.Amp-ly CAcula-tion Comb,ned Inv er Output Ware Ampa ty Calcumtion Overadng Vdtage - - .. Inverter Max Amperage ouTput•(1,25)- Inverter M.Amperage output'(1.25) - Max•5ystem Voitage - r - - ,bort C—It Current NUJst AC SYSTEM SPECIFICATIONS SHUT .. k _.. ... Maa AC Out ut C r ent PV-5 - O eratm AC Voltage 240 V -` '`-- TAX MAP: 1000098000100027001 OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P. I WITHOUT CERTIFICATE FEE:�13 BY:, OF OCCUPANCY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR"THE FOLLOWING INSPECTIONS:": , 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL .'CONSTRUCTION "MUST 'COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O." NEW YORK STATE & TOWN CODES- ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF- REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA ' DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING-BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED RETMN STORM INATER PURSUANT TO CHAPTEll 236 OF THE TOWN CODE, KCAL,MSpWno1V REQUIRED 1 WIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown,NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:lcs4d@aol.com Sunday, December 05, 2021 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton, Principal Re: 96'x32' Carport for Roof Top Solar Panels Installation for Indian Neck I, LLC, 4170 Indian Neck Lane, Peconic, New York 11958 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of roof supporting element for the existing roof of the proposed system to include cover sheet, site plan, mounting and structural details. This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. The solar panel system will be installed on the roof of a 96'x32' carport. The solar panels and the roof are supported by thirty-six 6"x6" posts spaced longitudinally 11.66' and 10.5' across the roof. The posts support eight(3)1 1/"x14" LVL Microl lam headers that hold up the 2"x8" at 16' on center Douglas Fir rafters and the roof weight. At each post connection to the LVL headers Simpson Model CC5'/4-6 column caps, and Simpson Model H10A (or equivalent)connevting the post to the ML header to the rafters to provide for additional lateral stability and uplift due to wind speed of 130 mph. Based on the above structural configuration, shown in the carport plans, I have evaluated the structural capacity of the carport structure and the load due to the solar panels installation to support the additional loads described below, imposed by the solar panel arrays and offer the following comments. The post concrete piers dimensions and details are shown on Sheets PV-3 and PV-5. Each post is provided with Simpson MPB66Z moment post base at each post connection to the concrete piers below.The existing rooftypeis as follows: Solar Array#1: 2"x8" at 16' on center Douglas Fir rafters, 1 Eight (3)13/4'x14" LVL Microllam, '/" thick plywood roof decking, Single layer of asphalt shingles, Roof pitch 90 . Dead load: 2.9 lbs Total array weight: 7998.3 lbs The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roofs will be able to support the additional panel weight without damage, if installed correctly.The building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1) foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the NYS 2020 Building Code, the 2020 NYS Code, SEI/ASCE 7-16"Minimum Design Loads for Buildings and Other Structures", 2017 NFPA Standard 70 "National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, juigi Claudio Sciandra, P. E. of NEW ►oR CO C.SCIA 060935-'� �aG X OFESSIOT4 Simpsono MPBZ e r Moment Post Base The patent-pending MPBZ is M specifically designed to provideHI moment resistance for columns or M t �► posts.An Innovative overlapping • • , Wes ve design encapsulates the post, • • helping to resist rotation around • • I I , N 4'min.sidecover 4'min.sidecover its base,It Is available for 4X4, o (�I (r for MPB44Z for MPB44Z t0 64 and 9x8 posts,The MPBZ Is I• 5'min.sidecover 5'min.sidecover ideal for of dol 'structures,such e ,w. • (• , for MPB66Z j ° for MPB66Z as carports,fences and decks. • • 8 e I 0 1 6"min.sidecover ; I 6"min.sidecover for MPB86Z l � � for MPBBBZ Bult=in stand-off tabs provide the @ �'• required 1"stand-off to resist deray �+ of the post while eliminating multiple , U parts and assernbly.Addition*,the MPBZ is available in ZMAr as the standard finish to meet exposure \i : r ��•-,- V conditions In many environments. •$��'-�'��� Features: S.min cover • Internal top-of-concrete tabs -� MPB88Z Typical MPB66Z • 1"standoff tabs (MPB44Z, MPB66Z similar) Non-Reinforced Installation • Additional holes provided to US Patent I'ongin`� (nfhar5 similar) attach trim material • Weep hole provided for Water drainage pest,MPB44Z Cpost,MPB66Z Material:12 gauge anlconcrete dock i A andcnncretn block j B Finish;ZMAX coating IF 4x4I �- 6x8 post post Installation: 17111 4'mm' 6'min. 1'strtdalt William 1.SWld� } sldatover(tYD•) • Use all specified fasteners; ? zbp. • 2'typ. nee G�onaral Nates, 3. `"L • Install MPBZ before concrete 7W 1W • 11W is placed using embedment �'Q (11Kj level indicators and form board '' r1 attachment holes. Concreq Concrete COW pe► s ) i>', , Footing covet pet- ` ' c' Foodng • Place post on tabs 1"above AG-316 •' �' by ACI-318 de by unless x' , o designer unless top of concrete, othenaiaad notedlic otherwise r.. 1 8 • Install Strong-Drive SDS Concrete cover per ACI-318 Concrete cover per ACI.318 Heavy-Duty Connector screws, unless noted otherwise unless rioted otherwise which are supplied with the MPBZ.(Leg screws will not SECTION A SECTION 8 ZZN achieve the same load.) tY4"extension at tie hook T extension at tie hook • Concrete level inside the art (M'clear from MPBZ) (A-clear from MPBZ) P 14 horizontal f4 horizontal must not exceed 1/4"above 2{t' ties®3" 2A' ties 0 3" ekbnslon spacing extension spacing embedment line to allow for N de laquare and at tie (square and water drainage. hook diamond hook diamond C (tl'deer shaped ties) (s4'clear shaped ties) b from c� • Annual Inspection of connectors MPen MPBZ) Q used In outdoor application is (8)N4 vertical (8)44 vertical 0 advised.If significant corrosion Standard re sir at 4' Standard rahar at 6" on center on center is apparent or suspected, hooks per hooks pDer AClip,Al Concrete ACI 31e Concrete then the wood,fasteners and ( D•1 12' re cover for lD•) 16" wre cover per u aunless 8(typ.) u ass � Anhis 8(typ.) connectors should be evaluated noted ( n') unless noted noted � (m n.) � rmless noted by a qualified engineer or otherwise py designer otherwise otherwise Fontno by designer otherwise Inspector, Codes:Soo p,I I for Code MPB44Z MPB66Z Reference Key Chart Reinforced Concrete Footing Reinforced Concrete Footing Footing(size and reinforcement)by designer. Footing(size and reinforcement)by designer, Standard hook geometry in accordance Standard hook geometry in accordance with ACI 318 unless noted otherwise. with ACI 318 unless noted otherwise. These reinforced MPBZ details are available ort strongtie.com/mpbz. MPBZ r Moment Post Base (cont.) Those products are available with additional corrosion protection.For more information,see p.14. Concrete Wood Assembly Dimensions Allowable Loads Allowable Loads(DF/SP) 1yp NominalRotationalG. Model (In.) Strong-Drive* Moment MMCode No. column n Size SDS Screws Uplift Lateral F1 Moment Ref. V Downoad Download M 1 W1/ D H Untracked Cracked Untracked Cracked Untracked Cracked (100) (16D) (f(ISM red.) Wz i0 Non-Reinforced Concrete Wind and SeNwk Dttsipn Ctdagory Alia MPB442 44 33511 714 71h (16)V•"x 214" 4,900 3,820 1,750 1,225 1,350 945 6,240 6,410 1,520 1,245,000 m MP866Z 6x6 53511 7�/s 7Vs (24)1/4"x 2/h" 5,815 5,815 3,435 2,405P2,680 1,875 9,360 10,855 3,730 2,405,000 IBCFL,LMPB88Z 8x8 73511 714 71/4 (36)1A"x 3" 11.ri1Il1 a 1.5 7,200 5,560 ,160 2,910 15,120 17,690 4,560 5,515,000 S"*Desfon Wsgory C-F MPB44Z 44 33511 71/4 71/4 1(16)1/4"x 2rh" 4,785 3,350 1,535 1,075 1,180 830 6,240 6,410 1,520 1,245,000 MPB66Z 6x6 5%. 714 71A (24)1/4"x 2rh" 5,815 5,815 3,015 2,110 2,055 1,645 9,360 10,855 3,730 2.405,000 IBC, FL,LA a MPB88Z 8x8 7%11 71h 7r/. (38)1A".3" 1(1.'55 1G5 6,965 4,875 3,470 2,550 15,120 17,690 4,560 5,515,000 Reinforced Concrete Wind and&&tit Design Category A&B a MPB44Z 40 3%,17 1/2 171G 1(16)1A"x 21h" 4,900 3,820 1,750 F 1,2257 1,520 1,520 1 6,240 6,410 1,520 1,245,000 MPB66Z 60 53511 71/4 71/4 (24)r/4"x 2Ya"1 5,815 5,815 3,435 1 2,405 1 3,730 3,190 9,360 10,855 3,730 2,405,000 Inc, FL,LA MP888Z 8x8 73511 71A 71A (36)1/;'x T' 1 11. Gu1 1,;1�, 1 7,200 1 5,560 1 4,560 4,560 15,120 17,690 4,560 5,515,000 Selemic Design Category C-F MP844Z 44 131A.171417144 1(16)1/;'x 21h"1 4,785 3,350 1 1,535 1,075 1,520 1,520 6,240 1 6,410 1 1,520 11,245,000 MPB66Z 6x8 53511 714 71/4 (24)1A"x 21h"1 5,815 5,815 1 3,015 2,110 3,350 2,795 9,360 10,855 3,730 12,405,000 16C' FL,LA MPBBBZ 8x8 17@A&171/,171/,l (36)1/4'x3" 1 10,•55 x,lii5 1 6,965 4,875 4,560 4,560 15,120 1 17,690 1 4,560 15,515,000 1, Loads may not be Increased for duration of load, 2. Higher download can be achieved by solidly packing grout in the 1"standoff area before Installation of the post.Allowable download shall be based on either the wood post design or the concrete design calclJated per code. 3. Concrete shall have a minirnum cornpreselve strength of Pc=2,500 psi, 4. Tabulated rotational stiffness accounts for the rotation of the base assembly attributable to deflection of the connector,fastener slip,and post deformation. Designer must account for additional deflection attributable to bending of the post, G. Multiply Seismic and Wind ASD uplift arlu la*eral load values by 1.43 or 1,67,respectively,to obtain LRFD capacities, 8. In accordance with IBC,Section 1613.1,detached one-and two-famYy dwellings In Seismic Design Category(SDC)C may uae"Wind and SDC A&B" allowable loads, 7. Foundation dimensions are for anchorage only.Foundation design(size and reinforcement)by designer. S. Allowable load shall be the lesser of the wood assembly or concrete allowable bad.To achieve full wood assembly allowable moment loads,additional eoncrate design and reinforcement by designer is required. 0, For loading simultaneously In more than one direction,the allowable load must be evaluated using the following equation:(Design Uplift/Allowable Uplift, or Design Download/Allowable Download)+(Design Moment/Allowable Moment)+(Design Lateral/Allowable Lateral)s 1.0, 10,To account for shrinkage up to 3%,multiply rotational stiffness by 0.75.Reduction may be linearly interpolated for shrinkage less than 3%. 11.Tabulated load values may be used for rough sawn lumber or larger size posts without reduction factors.Rough-size arxi larger-size posts shall be planed uniformly on all four sides such that centerline of post 1s concentric with the center line of MPBZ. C post,MP888Z-- SECTION C sn concrete block 3'extension at tie hook (n4'min.dear from MPe2) A 8x8 Post ti min, t'stand nit j aNlecover INa1 � 04 horizontal 2"H0. 3'extenslon -ties®T spacing -- at 8e hook- Bl�amond nd T4" 114' ' 3" from MPB2j shaped ties) 1114' (min.) .o o • Standard hooks (e) vertical rebar Concrete "�'"" per ACI 318(" at 8"on center rOvarppaer , o' o' Footing unless noted ACI 18 unless I designer otherwise 20's ware Concrete cover Otherwisenoted(min') unleccir lnoted-318(Np•) - - Concreter ACI-3111 by designer a otherwise cover pe -- unlees nOtsd otherwise MPB88Z Reinforced Concrete Footing Footing(size and reinforcement)by designer.Standard hook nAnnnAtry in arrnrHnnrA with Art 318 1 inlAra nntAH nthAnAARA. Simpson • •-Tte"Woort CnnsMucbon Connectors • CC/ECC/ECCU Column Caps Column caps provide a strong connection for column-beam combinations. Wt� 1'h• Material:CC31/4,CC44,CC46,CC48,CC4.62,CC64, 1 194 CC66,CC68,CC6-71A,ECC3'/4,ECC44,ECC46,ECC48, m EGC4.A2,ECC64,ECC66,ECC68,ECCE-7Yi— 7 gauge; all others— 3 gauge 2,Y4 m m (W bolts) W Finish:Simpson Strong-Tie gray paint.Some products 3' (D available In HDG,stainless steel or black powder coat; (W bolts) 000,ECCO—no coating, a m Installation: 9 0 m Ne esF • Use all specified fasteners;see General Notes pejteretl m • Solt holes shall be a minimum of 1132'to a maximum of'As" 1'h` , larger than the bolt diameter(per 2015 NDS,section 12,1.3.2) • Contact engineered wood manufacturers for connections CC that are not through the wide face Options: L 0 • Straps may be rotated 90°where Wt -�W2(see Illustration) and for CC51/ 0 • For special,custom or rough-cut lumber sizes,provide m H 1 0 dimensions,An optional W2 dimension may be specified. (The W2 dimension on straps rotated 90•Is limited by Y r' the W1 dimension,) • CCO/ECCO—Column cap only(no straps)may be ordered ECCU for Hold-welding to pipe or other columns.CCO/ECCO ECC44 (ECCU44 has only 2 bolts to beam) dimensions are the same as CC/ECC,Weld by designer. • GCCR—Any two CCOs may be specified for back-to-back welding to create a cross beam connector.Use the table loads; the load is no greater than the lesser element employed. N �✓� Codes:See p.11 for Code Reference Key Chart 0 • 1 0 0 0 0 a 1 m a o s CCO ECCO E=13/4 a 0 unless 0 S PIV� otherwisespecified0E Optional CC with Optional ECC with Straps Rotated 9d° Straps Rotated 90° Specifypost-to-beamconnections CCOB CC/ECC/ECCU Column Caps (cont.) These products are available with additional corrosion protection.For more information,see p.14. ®For stalnless-steel fasteners,see p.21. Dimensions(ln.) Bolts Allowable Loads(DF/SP) 1� Beam L Beam CC ECC ECCU CCO/ECCO Model Width Code Model No. Na (in) W1 Wz H1 Size Post Uplift Down Down Uplift Down Ref' (No Legs) CC ECC ECCU CC ECC ECCU (160) (100) (100) (160) (100) � 40 ® CC3114.4 3% 31/4 3% 11 714 9th 6'/2 % 4 2 4 2 3,150 16,980 6,835 3,150 6,835 CC031/4 CO 114.6 3% 3'/4 5th 11 7th 91h 61h % 4 2 4 2 3,150 21,485 10,740 3,150 10,740 ECC031/4 m ® CC44 314 3% 3% 7 5% 6% 4 % 1 2 1 2 2 1,850 19,020 7,655 1,850 7,655 CC04ECCO4 OC46 31A 3% 51h 11 81h 9% 614 % 1 4 2 4 2 3,530 24,065 12,030 3,530 12,030 CC04/6 CC48 31A 3% 7'h 11 81h 9% 61h % 4 2 4 2 3,530 24,065 16,405 3,530 16,405 ECC04/6 CC4,62.3.82 414 4% 3% 11 8'% 91% 6'% % 4 2 4 2 4,535 23,390 9.845 4,535 9,845 CC4.62-4,82 414 4% 4% 11 8'h 9y2 81h % 4 2 4 2 4,535 30,070 12,655 4,535 12,655 EC 04.62 62 CC4.62-5,50 4/h 4% 51h 11 8'h 91% 61h % 4 2 4 2 4,535 30,940 15,470 4,535 15,470 CC51/4.4 514 51/4 3% 13 9th 10% 8 3'4 4 2 4 2 6,300 28,635 11,210 6,300 11,210 CC51/4-6 514 51/4 51h 13 914 10'% 8 314 4 2 4 2 6,500 28,190 17,615 6,500 17,615 C1005 114 ECCO51/4 CC5114.8 514 51/4 71h 13 9'A 1015 8 314 4 2 4 2 6,645 35,235 24,025 6,645 24,025 CC64 51/4,5% 51h 3% 11 714 9'% 61/2 % 4 2 4 2 5,545 28,585 12,030 5,545 12,030 CC06 ® CC88 51/4,5% 51h 51h 11 7'% 9'A 61A % 4 2 4 2 5,545 30,250 18,905 5,545 18,905 ECC06 CC88 51/4,5th 51h 71h 11 914 91h 61h % 4 2 4 2 5,545 37,815 25,780 5,545 25,780 ECCO68 CC8.71/8 51/4,51h 51h 714 11 91/2 9% 61/2 % 4 2 4 2 5,545 37,815 24,490 5,545 24,490 CC74 8% 614 3% 13 10'A 10%1 6 34 4 2 4 2 6,330 33,490 15,355 6,330 15,355 IBC, FL,LA OC76 84/44 614 51A 13 10th 1014 B 34 4 2 4 2 6,790 37,125 24,130 6,790 24,130 CC07 CC77 844 67A 674 13 101h 10% 8 3'4 4 2 4 2 7,020 48,265 29,615 7,020 29,615 ECC07 CC78 8% 67A 71h 13 10'A 10'A 8 374 4 2 4 2 1 7,145 48,265 32,090 7,145 32,905 CC71/8-4 7 714 3% 13 10th 10'% 8 4'4 4 2 4 2 6,360 34,730 18,375 6,360 18,375 CC71/8-6 7 714 51h 13 10th 101h 8 V4 4 2 4 2 6,825 38,500 28,875 6,825 28,875 CC071/8 CC71/8-71/8 7 714 71A 13 101h 10th 8 34 4 2 4 2 7,105 57,750 36,750 7,105 36,750 ECC071/8 CC71/8-B 1 714 711, 13 101h 101A 8 2/4 4 2 4 2 77,190 52,500 39,375 7,190 39,375 CC84 7'A 71h 3% 13 10th 101/2 8 3'4 4 2 4 2 6,410 37,210 18,405 6,410 16,405 CCee 71A 714 5th 13 10th 101% 6 44 4 2 4 1 2 1 6,885 41,250 25.780 6,885 25,780 CCO8 ECC08 CC88 71h 71A 7114 13 101h 10'% 8 34 4 2 4 1 2 1 7,250 51,565 35,155 7,250 35,155 CC94 8% 814 3% 13 101h 101h 8 3'4 4 4 4 2 6,580 47,545 19,905 6,580 19,905 CC96 84'4 874 51h 13 10th 10'% 8 3'4 4 4 4 2 7,080 48,125 31,280 7,080 31,280 CC09 ECCO9 CC98 80/4 674 7th 13 101/2 10th 1 8 3'4 4 4 4 2 7,455 62,565 42,655 7,455 42,655 CC10B 91/4 91h 5'14 13 10th 10'% 8 34 4 4 4 2 7,160 52,250 32,655 7,160 32,655 CCO10 ECCO10 1,Uplift loads have been increased for earthquake or wind loading with no further increase allowed.Reduce where other loads govern. 2.®ownlosds shall be reduced where limited by allowable loads of the post. 3.CC uplift loads do not apply to splice conditions. 4.Splice conditions with CCs must be detailed by the designer to transfer tension loads between spliced members by means other than the column cap, 5,Column aides are assumed to be aligned In the same vertical plane as the beam sides,CC4.62 models assume a minimum W-wide post, 8.Structured composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers known as the narrow foam.Values In the tables reflect Installation into the wide face,See technical bulletin T C-SCLCLM at strongtie.com for load reductions resulting from narrow-face Installations. 7,Boom depth must be at least as tall as H 1. B,COO and ECCO welled to 9 steel Column will achieve maximum load listed for the beam and the post cap Be CC and ECC. The steel column width shall match the beam width.Weld by designer. 9.Al references to bolts are for structural quality through bolts(not lag screws or carriage bolts)equal to or better than ASTM A307,Grade A. H/TSP "' Seismic and Hurricane Ties Simpson Strong-Tie hurricane ties provide a positive • H2.5T,H3 and H6 ties are shipped in equal quantities of right connection between truss/rafter and the wall of the structure and left versions(right versions shown). to resist wind and seismic forces. . Hurricane Use do not replace solid blocking. Matsrlal:See table • When instalNn ties on plated trusses on the side g pl ( opposite the Finish;Galvanized.H 1.81 Z,H7Z and H 11 Z—ZMAX1°coating. truss plate)do not fasten through the truss plate from behind. Some models available In stainless steel or ZMAX;see This can force the truss plate off of the truss and compromise Corrosion Information,pp.12-15 or visit strongtie.com, truss performance. Installation: • HI OA optional nailing to connect shear blocking,use 0.131"x 21/2" • Use all specified fasteners;see General Notes. nails.Slots allow maximum field bending up to a pitch of 6:12, use H1 OA sloped loads for field-bent installation. • Hurricane ties can be Installed with flanges facing Inward Codes:See p.11 for Code Reference Key Chart or outward, 136 0 •• I 1 • 4r,••0 0 • • 23" 3 • ••• 3'/t" ••• • o • • 10'�j°� 3y5e ��'�, � I r • n,Z 3 • 6' I 'ti ww "M • • i w IT! • � • �'h• • • HMA t (H2.5ASS similar) H2.5T H3 H1 (H3SSsimilar) TSP (H1,81Z H2A slmlla� (H2ASS simllar) zw ° ••• r ��•/i hyo' ' • 1 iw • c5 HS3 • (H10ASS similar) H6 H7Z (HBSS similar) H1 OS o 31,v '� tshA"�- i. one cN� 7� tat I o 3'1• / • 8+ • \ • • \ • / • • \ 00 73/r /+ • • • • "" " • H14 . • • -left ��. ' • • °'ao-r,.• • Profile H10A-2 H1 OAR H11Z H14 �� --134•I� H/TSP r Seismic and Hurricane Ties (cont.) -These products are available with additional corrosion ®For stainless-steel Mary of these products are approved for installation protection.For more information,see p,14, fasteners,see p.21. M with Strong-Drive*SD Connector screws. See pp.348-352 for more Information. Fasteners lin.) DF/SP Allowable Loads Uplift v th SPF/HF ANowaWe Loads Uplift with Model Or. Lateral(160) 0.131"x 114" Lateral(160) 0.131"x t'A" Code No, To To To Uplift NAN$ Uplift Nalls Ret. Rafters/Trues Plates Studs (160) F1 F2 (160) (160) F1 F2 (160) Hl 18 (6)0.131 x 11/2 (4)0.131 x 2% - 480 510 190 455 425 440 165 370 IBC,FL,LA H1,81Z 18 (6)0.131 x 1'A (4)0.131 x 2% - 540 440 170 40 165 380 no :1(15 - H2A 18 (5)0.131 x 1'A (2)0.131 x 1'A (5)0.131 x 11A 525 130 55 - 495 130 55 - IBC,FL,LA ® KASS 18 (5)0.131 x 114 (2)0.131 x 1% (5)0.131 x 11/2 400 130 55 400 345 130 66 345 - H2,5A 18 (5)0,131 x 21A (5)0.131 x 214 I - 7uu 110 110 (129 G'i 5 110 110 540 IBG,FL,LA ® WASS 18 (5)0.131 x 2'A (5)0.131 x 2% - 440 75 70 365 380 75 70 310 - H2.5T 18 (5)0.131 x 2'A (5)0.131 x 214 - �)()0 135 145 480 505 135 146 475 H3 18 (4)0.131 x 214 (4)0.131 x 2% - 400 210 170 400 365 180 145 290 IBC,FL,LA ® H3SS 18 (4)0.131 x 21/2 (4,0-l'i1 x 21/2 -- 2150 145 1211 275 225 100 85 210 - H6 16 - (8)0.131 x 21A (8)0.131 x 2'A 1,230 - - - 1,065 - - - H7Z 18 (4)0,131 x 214 (2)0.131 x 11/2 (8)0.131 x 21/2 830 410 - - 715 355 - - IBC,FL,LA 118 18 (6)0.148 x 114 (5)0.148 x 1'A - 780 95 90 630 710 95 90 510 ® HSSS 18 151 0.148 x 1112 (5j 0.148 x 11/2 010 9U 120 140 370 110 55 335 - H10A 18 (9)0.148 x 1% (9)0.148 x 114 - /au 590 285 - 760 505 285 - Field Bont IBC,FL,LA H10A 18 (9)0.148 x 11A (9)0.148 x 11A - 1,040 565 285 - 1,015 485 285 - ® H10ASS 18 (9)0.148 x 1% (9)0.148 x 11/2 - 970 565 170 - 835 485 170 - H10AR 18 (9)0.148 x 114 (9)0.148 x 1% - 1,050 490 285 - 905 420 285 - H10S 18 (8)0.131 x 114 (8)0.131 It 11/2 (8)0.131 x 21/2 910 660 215 550 785 570 185 475 H10A-2 18 (9)0,148 x 11A A(9)0.148 x 1' - 1,080 680 260 - 930 585 225 - IBC,FL,LA H11Z 18 (6)0.162 x 2% (6)0,162 x 214 - 830 525 760 - 715 450 655 - - H14 18 (12)0.131 x 114 (13)0.131 x 2% - 1,275 725 285 - 1,050 1 480 245 - y (12)0.131 it 114 (15)0.131 x 2% - 1,340 670 230 - 1,050 480 245 - (9)0,148 x 11A (6)0.148x11/a1 - 755 310 190 - 650 265 160 - IBC,FL,LA TSP 16 F (9)0.146 x 11A (6)0,148 x 3 1 - 1,015 310 190 - 875 265 160 - yy 1, Soo pp,266-267 for Straps and Ties General Notes. a ++ 2, {Wowabla loads are for one anchor.A minirnuirrn rafter thickness of 215"must be used when framing anchors are used on each side of the Joist and on the same side of the plate(exception:connectors Installed such that nags on opposite side don't Interfere). 3, Allowable DF/SP uplift bed for stud-to-bottom plate Installation(sae detag 12)is 390 b.(H2.5A);265 Ib.(H2.5ASS);and 310 lb.(H8). For SPF/HF values,multiply these values by 0,88. 4, AllowaUe loads in the F1 direction are not intended to replace diaphragm boundary members and do not account for possible cross-grain bending of the truss or rafter members. 5. When oroes-graln bending or cross-grain tension cannot be avoided in the members,mechanical reinforcement to resist such forces shell be considered by the designer. 6. Hurricane ties e.re shown in -,ai,d on the outside of the wall for clarity and assume a minimum overhang of 31/2".installation on the Qr inside of the walks acceptable.For Uplift Continuous toad Path,connections in the same area(.e.,truss-to-plate connector and plate-to-stud connector)must be on same side of the wall. 7. Southern pine allowable uplift loads for H1 CA=1.105 Ib.(160),H2.5A with 0.131"x 11/2'nails=635 Ib.(160)and H2.5A with 0.131"x 21/2"nails=730 Ib.060). 8, Refer to Simpson Strong-Tie*technical bulletin T C-HTIEBEAR at strongtie.com for allowable bearing enhancement loads. Q. H10S can have the stud offset a maxims rn of 1"from the rafter(center to center)for a reduced uplift of 890 Ib.(DF/SP)and 766 Ib.(SPF). 10,H10S nails to plates are optional for uplift but required for lateral loads. 11,Sortie load values for the stainless-steel connectors shown here are lower than those for the carbon-steel versions, Ongoing test programs have shown this also to be the case with other stainless-steal connectors In the product line that are Installed with malls,Visit strongtle.com/corrosion for updated Information, 12,The allowable bads of stalnless-steel connectors match carbon-steel connectors when installed with stainless-steal Strong-Drive" SCNR Ring-Shank Connector nails.For more information,refer to engineering letter L-F-SSNAILS at strongtie.com. 13.Simpson Strong-I ie ofte-s stainless-steel St,ono-Drive SCNR I ting-Sha,)k Connector sails.For bilk SCNR no Is,sca D.2,'': for collated Y'NR na IF,see p.34G.For general fastener information,see op.21-22. 14,Allowable DF/SP/SPF uplift bad for the H2.5A fastened to a 2x4 truss bottom chord and double top plates using five 0.131'x 1'h"nails In the top plates and three 0.131"x 11/2"nags in the lowest three flange holes Into the truss bottom chord is 260 Ib.(160). 1 E,For TSP Installed stud to singly plate see pp,280-281, 10.For Sim Titan=ou=loads n mo,e than me d ra-Unr the connector must he evaluated using either the Unity Equation or the 75%Rule, as riescrihed n S,raps and Tia,( pnoral Niles x)p.21",7, 17 FssMninre-Mall MImanRinna aro IlcMri rilamotor by Iannth R►n nn 91_79 fnr faeMnAr infnrmatirvi Simpson Strong-Tie-"Wood Construction Connerfol: H/TSP r , Seismic and Hurricane Ties (cont.) r;z �® O ® 0 H2.5A Installation H2.5T Installation H1 Installation 1-12A Installation TSP Installation (nails into both (nails Into both (H1,61,1 sl"Wal) Al top plates) top plates) 4` WO::�:q P. r 0 O H6 Stud .F to Top Plate H3 Installation Installation 0 H6 Stud to 0 H2.5T Installation (nal/s Into upper top plate) Rim Board Installation UN a minimum of two 0.131'x 2W nags this lido of trues (toW lour a 131'x 214 ° nags Into truss), �7 < I Two 0.131'x 2h• nails Into Wares. 0 H8 Attaching ® H8 attaching Stud to Sill • Egntatst x2ss Rafter to Double ((4)0.131"x 254"nails into plate, �. nags into studs. 0.131"x n Top Plates (5)0.131"x 2'h"nails into stud, refer to footnote 3 for loads) i ® H8 attaching Wolat 0 H7Z Installation to Double Top Plate F, 8 W-"F, loads Pate nags forateral f ��:: loads only. F+ O ®H10A Field-Bent ® H10A ® H1 OS Installation G H10S Installation Installation Installation with Stud Offset H10A optional nailing connects shear blocking to rafter.Use 0.131"x 2'A"nails.Slot allows maximum tAini!num\I'r field-bending up to a pitch of 6/12,use 75%of the od0e table uplift load;bend one time only. Mi�tn'�� ,distance edge distance °e' ee lih 0.131"x2Ynails ll!f efe"see 0.131 z2f•rfaiatoheader. •• i' I'�ilt °• to pates. IN one of FdI all three triangle three holeato H14 holes to straightened bottom Oarge, haunm fiangP H14 Installation to ® H14 Installation nnl Ihiw ThinPiat� to 11th rhlr•1v Hwwrlor SCOPE OF WORK ERMEVIEW DRAFTING BY: T ENERGY LLC TO BUILD A CARPORT WHICH 15 NONIHABITABLE AND DETACHED TO THE HOUSE AT THE .NABCEF CERTIFIE INDIAN NECK I LLC RESIDENCE, LOCATED AT 4170 INDIAN NECK LN, PECONIC, NY 1 1958). 1 I2-129 SHEET INDEX °""" REVISIONS PV-I COVER West _ nene�i>uiMa o�cRlFiloN DATE REV PV-2 51TE PLAN . s ORIGINAL 06.09-2020 PV-3 FOUNDATION PLAN a PV-4 ROOF PLAN REw5ED 10-08-202) PV-5 STRUCTURAL/DETAILS 4 SECTIONS soomob 9helrerlslond REV15ED 11-12-2021 PV-G ELEVATION(SOUTH,EAST 4 WEST SIDES) PV-7 ELEVATION(NORTH SIDE) Peconic it GOVERNING CODES 2020 RESIDENTIAL CODE OF NEW YORK STATE. „ 2020 FIRE CODE OF NEW YORK STATE. -1 A5CE 7-16 AND NFPA-70. CONTRACTOR UNDERWRITERS LABORATORIES(UL)STANDARDS Cutch Nonner � OSHA 29 CFR 1910.269 Harbor i GENERAL NOTES Metittuck* News°rri w �0 ELEMENT ENERGY, LLC. 7470 SOUND AVE 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS MATTITUCK, NY I 155 AT THE 51TE PRIOR TO STARTING TO WORK AND SHALL "onnrne a°rei ' LICEN5E # 43889-H FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND ' LICENSE# 52G89-ME MAKE WORK AGREE THE SAME, 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Jamespon APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, Apueboque �, • : 6 N INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM Beanenamrx«� Wy AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. "`"hs., P ���►►"" FRaECT NAME 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND wan«* AL RULES AND REGULATIONS OF THE RESPONSIBLE �s k -i,, WaI"'MR r' JURISDICTION. {M. w 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EX15T5 Z WHICH DISAGREES WITH THAT AS INDICATED ON THESE � PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY PROJECT LOCATION 6� THE ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL — W _ RESPONSIBILITY AND LIABILITY THEREFROM 5. ALL STRUCTURAL 5TEEL SMALL BE A-3G AND LL BE N FABRICATEDA D (INSTALLED AS PER LATEST A.i 5 COLu Z Z SPECIFICATIONS. z G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE Q U UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. z 4 NYS CODES 4 REGULATIONS W 2700v d 90°E a z o 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 240° v 120° LLQ CERTIFICATION OF THESE PLANS. _ 8. THESE DRAWINGS A5 IN5TRUCMENT5 OF SERVICE ARE 2100 1500 AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 1800 d' WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 S EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL 5hEET NAME EXISTING WORK ADJACENT TO H15 WORK, OR DAMAGED AS RESULT OF HIS WORK. 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE. I.E. COVER CONTRACTOR'S LIABILITY, WORKMAN-5 COMPENSATION, 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING COMMENCING WITH WORK. CONDITIONS PRIOR TO ORDERING MATERIAL5 AND 1 1. EACH 5UBCONTRACTOR SHALL BE RESPONSIBLE FOR COMMENCING WITH WORK. DRAWING SCALE MAINTAINING SAFETY ON THE JOB 51TE DURING THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CON5TRUCTION PHASE TO COMPLY WITH THE REGULATIONS WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON N.T.5. AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND A WEEKLY BA515 OR SOONER IF CONDITIONS WARRANT. HEALTH ADMINISTRATION. TH15 SHALL INCLUDE, BUT ARE NOT 14, AT THE COMPLETION OF WORK,THE 517E TO BE CLEARED LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER OF ALL DEBRIS AND EXCE55 MATERIALS, THE FACILITY 15 TO BE BRACING,SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL LEFT BROOM CLEAN AND WORK 15 TO BE COMPLETED TO THE 5MEET NUMBER TEMPORARY 5CAFFOLDING, 5TAIR5, ETC.. A5 WELL AS TOTAL 5AT15FACTION OF THE OWNER PRIOR TO RELEASE OF PV- I PERMANENT CONSTRUCTION. FINAL PAYMENT. AERIAL VIEW TAX MAP: 1000058000 100027001 END N TAX MAP: 1000098000100027001 DE51GN a DRAFTING BY: MONUA4M FOUND ELEMENT ENERGY LLC STAKE FOUND A 0° , V REVIEW BY J.M.NABCEP CERTIFIE PIPE FOWm OVEmgAD WIRES -ON- a 05 I 112-129 SENM PEM DRAWAOE INLET 270°v 490° " Z �'� �• • 1 \ '� � •r�•°t RFV151ON5 WA113t VALVE ®® W E dpi I _ I Opp /���' 1 l.,Y ''��`+ °.rw'• DE5CRIPTION DATE REV M � ® 2400 1200 / { N�t• Q ORIGINAL 06-09.2020 Flat£HYDRANT 1 wm Now OR BOUAFV- 210° 150° / / i 1 \N� y3'iiti' ® `� Y 1 y J` 1 ISED I O-08-2021 o / I 'Ai'ii i �. 1 1 \I �1 r ' 15ED 11-12-2021 3 s U�ra� `n' 180 / °/� t'�D �>"�' L`' law GE OF / J Y / j _/// \ , t �. OR OBIT ROAD EDI _ 1 ORABIACE MAW/UNE -o-- / / 0 1 oR calor UNKr 6� —K ,a/ �• �q,�' ;j : ►1 Q.. p AODoat FAST&� � � 3 ry ��� �'� j I x�� 1 11 CONTRACTOR o FENCE—sntcxAOE— --o-- s\34d� � /�/1`1 ��,�•'1t � "�� "OODS/M"WE �� / ,� i 1 �,, —1, ELEMENT ENERGY, LLC. Guamro � /,; I it r ' 7470 SOUND AVE / �� MATTITUCK, NY 1 195 CMMWWAAASO"n— ,I' i II ll LICENSE#43889-H LICENSE# 52G89-ME %IFFCj � MAP \\`��� II 11 s�,, PROJECT NAME somm DLacLooTyot 11\/ �i, / \ `���� // \\ j r r r LU Ln LU SZ W d z z o SUFFOLK taooa MAP BLACK OSEMION ta '� r LOT 77.1 N r ` cr r 511EET NAME / \ 51TE PLAN 4V, .� DRAWING SCALE f + �;� I " = 192' w' WFFOLK CMM TAX IMP 01 4 SHEET NUMBER Don=low oe sm"07elnac otic 0 ` 5' ; �� 1 + Lm 10.4 ��/ ���( I� / LEGEND CON5TRUCTION NOTES DESIGN 4 DRAFTING BY: —EXISTING BIJIIDING 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP CERTIFIE _may StRUCTURE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 051112-129 0 ATTACHMENT POINT 2.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 00 FIELD VERIFICATION. -RAFTERS REV15ION5 -4-ROOF PITCHANGLEW 2�0 Q DESCRIPTION DATE REV ®VENT ORIGINAL OG-09.2020 OPLUMBING VENT 240' I 900� REVI5ED 10.06-2021 ®SKY LIGHT 2100 D 1200 REVI5ED - 11-12-2021 ®CHIMNEY 1.9001500 IMCOMPOSITE SHINGLES Mm CONDITION POTENTIAL SHADING ISSUES MM/REMOVE AS NECESSARY A' 24" X 24" X (5" CONCRETE FOOTING TYPICAL ` SEE SHEET PV-5 FOR DETAILS CONTRACTOR (7) EQ5P = 94 -—._..------ -- . '._..---_.�...� ELI=MENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 )95 LICENSE# 43889-H ` j LICENSE# 52G89-ME I I PROJECT NAME W Z J Ln (3) EP. SP = 2G' _ .1 'Lai m La - U � W - z � Lu z z z Q U Q � z - O oC) Lu 5HEET NAME A . SC� -o-t ` , FOUNDATION DRAWING SCALE A ` J A5 NOTED 5HEET NUMBER PV-3 TAX MAP: 1000098000100027001 N o" EREVIEW 4 DRAFTING BY. 9G' __ NT ENERGY LLC M.NABCEP CERTIFIE mo.1t.lio. 1 1 1 2-1 29 8 REV1510N5 Dt5CRIFTI0N DATE REV ORIGINAL OG-09.2020 • � ' = REVISED 10.08.2021 31 i 1 REVI5ED 11.12-2021 j CONTRACTOR — ELEMENT ENERGY, LLC. -� 7470 50UND AVE 1 2:11 x(40 PITCH) MATTITUCK, NY 1 195 2" x 8" RAFTERS TREATED @ I G O.C. LICENSE #43889-H LICENSE# 52G89-ME TRI PLE 14",LVL, RAFTER SUPPORTS 8" TREATED; PLYWOOD DECKING EPDM ROOFING ' PROJECT NAME : - ®R ; =0 Lu � gLn � z Luz z z Q U 2" X 8" RAFTERS TREATED @ I G" O.C. Q z z 0 51MP50N H I OA SEISMIC � HURRICANE TIE s .ri — Lu Lu AT EACH VERTICAL PIER LOCATION LEGEND —EXISTING SIJIUM FASTENED PER MANUFACTURER* NEW STRUCTi1REO *SEE ATTACHED SPEC SHEETS f �' o ATTACHMENT POINT 0 1 , ---RAFTERS SHEET NAME f—ROOF PITCH ANGLE VENT © (3) 14" X 14" LVL TREATED TYP. �.1 OPUJMBlNG VENT ROOF PLAN ®9cY LIGHT ®CHIMNEY 51MP50.N CC54—G COLUMN CAP TYP. ®IMS,o'I"I`�POTENIAL DRAWING SCALE SHADING SNECESSARY WITH (G) 4" GALV. 60LT5, FLAT WASHE �TRMI/REMO E RS, AS NOTED LOCK WASHERS AND NUTS CONSTRUCTION NOTE5 1.)ALL EQUIPMENT 511ALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S IN5TALLATION IN5TRUCTION5. 5HEETNUMBER 2.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE TAX MAP: 1000098000 10002700 f 6" X G" TREATED VERTICAL PIER TYP. FIELD VERIFICATION. PV-4 DESIGN 4 DRAFTING BY: WIND DESIGN SUBJECTTO DAMAGE FROM 2"X 8"PRE55URE TREATED LATERAL BRACING SUPPORT ELEMENT ENERGY LLC GROUND SEISMIC WINTER ICE BARRIER AIR MEANREVIEW BY J.M.NABCEP CERTIFIE SNOW d Special Windbarne DESIGN Frost DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL LOCATED ON EAST AND WEST SIDE OF CARPORT ATTACHED WITH pp Z-A.Speed Topographic cHAZARDSa rV g 051112-129 LOADo R wind debris CATEGORY' Weathering' line Termite TEMPe REQUIREDh IND00 TEMPT (6) 'GALVANIZED LAG BOLTS WITH PLAT AND LOCK WASHERS ON EACH END M. (mph) effects region) zone'" depthb A �® 20 130 NO NO NO B SEVERE 3 FTHEAVY15°F YES ZONR AF 599 51'F MOD TO REVISIONS MANUAL)DESIGN CRITERIA" EPDM R F i e DESCRIPTION DATE REV 'TREATED PLYWOOD 1R. ,__ ,, ORIGINAL OG-08.2020 Indoor Heating Winter Summer Altitude Design RCVISED 10-08-2021 Elevation Latitude design temperature 2'X 8"RAFTER5 TREATED p I G'O.C. heating coaling correction factor temperature cooling temperature difference WITH SIMPSON H I OA SEISMIC 6 HURRICANE TIE r RevlseD 11-12-2021 I 108 FT 41°N 15'F 86'F 1.00 70'F 75•F 55'F AT ELGd VERTICALE LOCA Wind wind (3) I J'X 141 LVL TREATED TYP. �, Cooling Coincident Dally Winter Summer _ temperature difference velocity velocity wet bulb range humidity humidity heating cooling SIMPSON CC54-6 COLUMN CAP TYP. 11'F 15 MPH 7.5 MPH 72•F MEDIUM(M) 40% 32 GR @50%RH WITH(6)4 GALV,BOLTS,FLAT WA5HER5, O U For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s, CONTRACTOR OX G'VERTICAL PIER5 TREATED TYP. 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 required for weathering shall govern. The weathering column shall be 51MP50N MPBGGZ MOMENT P05T BASE filled in with the weatheringindex,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4)- ENCASED IN CONCRETE FOOTING ATTACHED ELEMENT ENERGY, LLC. 9WITH(24) X 2 kSTRONG DRIVE 5D5 SCREWS TYP. 7470 SOUND AVE The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. I G'X I G"CONCRETE , MATTITUCK, NY 1 195 b. Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required LICENSE#43889-H for weathering shall govern.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish ? " c o 0o LICENSE# 52G59-ME a grade. C. The jurisdiction shall fill In this part of the table to Indicate the need for protection depending on whether there has been history of local subterranean termite damage. 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 on a site-specific basis in accordance with Section R301.2.1.4. PROJECT NAME e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from O SECTION OP.PROPOSED CARPORT Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D temperatures shall be permitted to LU local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301.2.2.1. Q Q 9. To establish flood hazard areas, each community regulated under Title 19, Part 1203 of the Official Compilation of J J Codes,Rules and Regulations of the State of New York (NYCRR) shall adopt a flood hazard map and supporting data. The —I flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency G" XG" PRESSURE TREATED - U - Management Agency in the Flood Insurance Study for the community,as amended or revised with: VERTICAL PIER\-\-, Z I. The accompanying Flood Insurance Rate Map(FIRM), �\ 51MP50N MPBGGZ MOMENT P05T BASE Z ii. Flood Boundary and Floodway Map(FBFM),and WITH (24) STRONG-DRIVE SDS 5CREW5 W z z iii. Related supporting data along with any revisions thereto. Z Q The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this \� "NOTE: CONCRETE COVER PER ACI-3 18 z � section. U 5'MIN. Q z z h. In accordance with Sections R905.1.2, R905A.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there UNLE55'NOTED OTHERWISEp — O has been a history of local damage from the effects of ice damming, the jurisdiction shall fill in this part of the table with \ Z O U "YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." — — IL i. Thejurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure �. I STAND OFF TYP. R403.3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table "Air Freezing Index-USA 4 _� Method(Base 320F)." J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data 74. Center data table"Air Freezing Index-USA Method (Base 32"F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings ;'j �f 5HEE7 NAME due to topographic wind speed-up.effects,the jurisdiction shall fill in this part of the table with "YES." Otherwise, the jurisdiction shall indicate"NO"In this part of the table. 5TRUCTURA I. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions, the R. 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,the2' IP DRAWING SCR 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 1a or 1b from RCCA AS NOTED Manual J or established criteria determined by the jurisdiction. ;r;: °' o. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for �° : ;• 't'.::,, r 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. 2, SHEET NUMBER (*) See Figure R301.2(4)B. CONCRETE FOOTING AND PIER DETAIL PV-5 TAX MAP: 1000095000100027001 1 � DE51GN 4 DRAFTING BY: CONSTRUCTION NOTE5 ELEMENT ENERGY LLC 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE REVIEW BY J.M.NABCEP CERTIFIE WITH THE MANUFACTURER+5 INSTALLATION INSTRUCTIONS. 051112-129 2.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. 2'X 8°PPE55URE TREATED LATERAL BRACING SUPPORT 1 IONS LOCATED ON TWO INTERNAL 5ET5 OF VERTICAL PIER5 DE5CR1rnON DATE REV (G) "GALVANIZED LAG BOLTS WITH FLAT AND LOCK WA5HER5 ON EACH END TYP, ORIGINAL OG-09-2020 REVI5ED 10-C8-2021 REVI5E6 11.12-2021 CONTRACTOR ELEMENT ENERGY, LLC. 7470 50UND AVE 51-811 - MATTITUCK, NY 1 195 LICENSE# 43889-H LICENSE# 52G89-ME 50UTH SIDE ELEVATION PROJECT NAME W - U - Nz z z Q � z - O 0 w 14' - D- 111-041 SHEET NAME --131 TYP.-- ___ ELEVATION . � y�l, #• DRAWING SCALE WEST SIDE ELEVATION EA5T SIDE ELEVATION A5 NOTED X17 _ 1Cy ' SHEET NUMBER PV-6 TAX MAP: I.000098000100027001: '_ f J CONSTRUCTION NOTES DESIGN 4 DRAFTING BY: 1.)ALL EQUIPMENT 5HALL BE IN5TALLED IN ACCORDANCE ELEMENT ENERGY LLC WITH THE MANUFACTUREK5 INSTALLATION IN5TRUCTION5. REVIEW BY J.M.NABCEP CERTIFI 2.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 051112-129 FIELD VERIFICATION. REVISIONS DESCRIPTION DATE REV ORIGINAL 06-09-2020 REVI5ED 10.08-2021 REVISED. 11.12.2021 CONTRACTOR 2•X 8•PRESSURE TREATED LATERAL BRACING SUPPORT ELEMENT ENERGY, LLC. LOCATED ON NORTH SIDE(REAR)OF CARPORT ATTACHED WITH 7470 50UNO AVE (G)z•GALVANIZED LAG BOLTS WITH FLAT AND LOCK WASHERS ON EACH END TYP. MATTITUCK, NY 1 195 LICENSE#43889-H LICENSE# 52G89-ME PROJECT NAME Lu i I r J � � .I �z 6� - U -_ � z riz o Z Lu SHEET NAME NORTH SIDE ELEVATION ~3- ELEVATION ` DRAWING SCALE AS NOTED SHEET NUMBER PV-7 TAX MAP: 1000098000100027001 t SCOPE OF WORK DESIGN$DRAFTING BY: ELEMENT ENERGY LLC TO INSTALL A 50.895 W SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE INDIAN NECK I LLC RESIDENCE, !' BY J.M.NABCEP CERTIFIE LOCATED AT 4 DIAN NECK LN, PECONIC, NY I 1958. :2-120 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTER C E�NIgT7� UjjLII pjE THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. L 1U7 11�•/ c e. EVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. JA�v e� � reerlport � Rlr TION DATE REV SYSTEM RATING Y Weg� ORIG NAL 12-13-2022 ED BUILDING DEPT. $ 50.895 kW DC 5TC TOWNOFSOUTHOLD f SouthbWsnehes Mand �rnro° EQUIPMENT SUMMARY 1 17 LR4-72HBD-435M PV MODULES O 117 ENPHASE IQ7PLU5-72-2-U5 MICRO INVERTERS O CONTRACTOR e Cutch h H- NodhweM E .. Hyrbr„ SHEET INDEX ELEMENT ENERGY, LLC. PV-I COVER N '°` "`'' SOF NEW).O 7470 SOUND AVE PV-2 SITE PLAN ° _ PV-3 ROOF PV LAYOUT 0 � `" � M �P �ot�R MATTITUCK, NY 1 195 PV-4 STRUCTURAU DETAILS*SECTIONS �� - � LICENSE #43889-H PV-5 3-LINE ELECTRICAL DIAGRAM ' Ibw h°„ ue Laurel * * LICENSE # 52089-ME PV-G LABELS7 r ="y tat! W270°� 090° E J—spat Lu Z GOVERNING CODES 240° a 120° 2017 NATIONAL ELECTRICAL CODE. 210° 150° f Nonh �A y Q2 n PROJECT NAME 2020 RESIDENTIAL CODE OF NEW YORK STATE. 180° + s ROS N ASCE 7-1 G AND NFPA-70. e6 UNDERWRITERS LABORATORIES(UL)STANDARDS s 1° hedd for W OSHA 29 CFR 1910.269 ' I Q GENERAL NOTES PROJECT LOCATIO J Ln ,L m 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT — W _ THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK z AGREE THE SAME. W z Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED. z Q APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, ..� U INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM 10 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. z — AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, Q Z z 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES — — O ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO O U JURISDICTION. COMMENCING WITH WORK. LLJ 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE � THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND THE OCCUPATIONAL SAFETY AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATIOON. THIS SHALL INCLUDE, BUT ARE NOT RESPONSIBILITY AND LIABILITY THEREFROM LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY 5"EET NAME 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 CONSTRUCTION. SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES & REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON • 8.THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE AND A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. N . I T . SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF s"EET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. p\ /_ I EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS I V RESULT OF HIS WORK. AERIAL VIEW TAX MAP: 100009800010002700 1 LEGEND CONSTRUCTION NOTES 'NOTE DESIGN t DRAFTING BY: �EMSTING UTILITY METER THE ROOF SETBACK/PATHWAY SHALL NOT BE ELEMENT ENERGY LLC MAIN SERVICE PANEL 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIRED TO DETACHED, NONHABITABLE REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB—PANELS MANUFACTURERS INSTALLATION INSTRUCTIONS. 0° 051 1 12-129 A/C DISCONNECT 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. STRUCTURES SUCH AS CARPORTS IN COMBINER INVERTERS 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ACCORDANCE WITH 2020 NYS RESIDENTIAL INVERT / GND ELECTRODE AL CR32ODE. REVISIONS EXCEPTIONS OF In, PN MODULE •Y 270- DESCRIPTION DATE REV X90° ORIGINAL 06-09-2021 —RACKING RAIL 240° ° o ATTACHMENT POINT D 120° NT 180°150° ---RAFTERS -ROOF PITCH ANGLE F-9SUNRUN METER ®VENT 0PLUMBING VENT ®SKY LIGHT CONTRACTOR iazu EY COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 LICENSE#43889-H LICENSE # 52G89-ME 9 6' PROJECT NAME W z JgLn E o — U — ��-; Ro 'P� W is, w Uzi w Lu 32' ��OA 072502 Q Z Z ssk o U O — Lu Lu SHEET NAME 51TE PLAN DRAWING SCALE /QII = I I—OII SHEET NUMBER FV-2 TAX MAP: 100005800010002700 I r t LEGEND [,C:) STRUCTION SUMMARY 'NOTE CONSTRUCTION NOTES DESIGN A DRAFTING BY: MAIN SG UTILITY METER 1 . ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE THE ROOF SETBACK/PATHWAY SHALL NOT BE ELEMENT ENERGY LLC MAIN SERVICE PANEL LR4-72HBD-435M PV MODULES ) 0° REVIEW BY J.M.NABCEP CERTIFIE NEW PV SUB-PANELS DIMENSIONS: 73.98"X 41 .I"X 1 .2G") WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REQUIRED TO DETACHED, NONHABITABLE osl I I2-129 A/C DISCONNECT ENPHASE IQ7PLU5-72-2-US MICRO INVERTERS 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH STRUCTURES SUCH A5 CARPORTS INBINER IIVERTERRS ATTACHMENT POINTS @ G4" O.C. MAX. MINIMUM NEMA 3R RATING. ACCORDANCE WITH R324.G EXCEPTIONS OFGND ELECTRODE .4) LF IRONRIDGE XRI00 MOUNTING SYSTEM. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE 2020 NYS RESIDENTIAL CODE. W27p° REVISIONS PV MODULE TYPE = ASPHALT SHINGLE (SINGLE LAYER) FIELD VERIFICATION. a®r, pg0° DESCRIPTION DATE REV 2400ORIGINAL 12-13-2022 RACKING RAIL 1200 0 O ATTACHMENT POINT 1p 180°150° ---RAFTERS c PROOF PITCH ANGLE �+ �19SUNRUN METER ®VENT 0PLUMBING VENT ®SKY LIGHT CONTRACTOR kcal Y ®COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1052 81 II LICENSE # 43889-11 2 LICENSE # 52@89-ME 14f41 i i i i i 1 i i i i i i i i i i l i i it i i i i it i i i i i i i i i i i i i i i i i i i i i i i l i i " i i i i i it l i i I I I !al i 1 ; I ; I I i ; ; ; ; ; I II ; I ; I I I I I I I I I { I I 1 1, 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 1, { 1 1 1 1 1 1 I leI I PROJECT NAME 11 1 1 1 i I 1 1 I i 1 I I l 1 1 1 I i l I 1 1 iI I I l i i 1 1 1 I i 1 1 1 1 i 1 1 1 1 i 1 1 I 1 1 I l i i I I i 1 1 1 1 1 1 II i i ili 1 I { { ii i1 IIIT_ I 1 1. II W III111 ( I ( IIIIIIII IIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ( 11111111111111111 ! U Q CO I I I I I I I I 1 I I I I I I J I ! , I I I 1 I I , J N W i-E W y v Z ]� I I I I I 1 I I I I 1 I I I I I 7 L I I I I 1 I I I I I I I I I 1 I I 1 I I I I I ! I I I I I I I I I I I I I I I `� 0 W Z Z I ! , i I I , 1 '. � 1 i : I i I i I 1 I I I I , { : : I I I I 1 i � I I I 1 � I I I I I I I I I I I � ��... •` Q^ I I _IT, 1 I OG I I 1 1 f l l ( ► 1 1 1 1 l l l l i l l l it I I I { 11 1 II I I 1 ! 1 I I I I f I I I I 1 I I I I I I I I I I I I I ! 1 1 1 sal ! I o;2 oz �� w ! f 1 I I I I 1 1 III 1 1 1 1 I I I I I l I l ! I I f l i I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I II I I I 7`1 I I 1 I ill I I I I I I I I I I 1 1 I I 1 1 1 I I I I 1 I I I 1 1 I I f I I I I I t I i I 1 1 I I i I I I I I I I I f I I I I I I I I I I I I I I I I I II I I i I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I i I I ! I l I I SHEET NAME ARRAY#I ROOF DETAIL 1 1 7 MODULES 00 PITCH I GG'AZIMUTH DRAWING SCALE /QII I I_OII SHEET NUMBER PV-3 TAX MAP: 1000098000100027001 LOAD CALCULATION ARRAY#I I N ING 15Y.- ELEMENT ENERGY LLC REVIEW BY J.M.NABCEP GERTIFIE MODULE WEIGHT(Lbs) 60.63 051 1 1 2-1 29 #OF MODULES 1 1 7 TOTAL MODULE WEIGHT(Lbs) 7093,7 REVISIONS TOTAL LENGTH OF RAIL(Ft) 1452.4 DE5CRIPi10N DATE REV ORIGINAL 12-13-2022 RAIL WEIGHT PER FOOT(Lbs) 0.68 ASPHALT 5HINGLE }"TREATED PLY OO TOTAL RAIL WEIGHT(Lbs) 987.6 2"X 8"RAFTEP5'rPEATED @ 16"O.C. 14"LVL TREATED TYP. #OF STRANDOFFS 306 G"X 6"VERTICAL PIERS TREATED TYP.@ 140°O.C. WEIGHT PER 5TRANDOFF(Lbs) 2 TOTAL STANDOFF WEIGHT(Lbs) G12 TOTAL ARRAY WEIGHT(Lbs) 8693.3 POINT LOAD(Lbs) 28.4 CONTRACTOR TOTAL ARRAY AREA(5cl Ft) 2538.9 ARRAY DEAD LOAD(Lb5/5cl Ft) 3.4 ELEMENT ENERGY, LLC. WIND DESIGN SUBJECT TO DAMAGE FROM 14"DIAMETER CONCRETE 7470 SOUND AVE GROUND SEISMIC WINTER ICE BARRIER AIR MEAN (4)#5RECAP TYP. MATTITUCK, NY 1 1952 SNOW Special Windbome FLOOD Speedd Topographic DESIGN Frost DESIGN UNDE UIREDhNT FREEZING ANNUAL 24"X 24"X 8"CONCTRETE FOOTING 7 3"�. LICENSE # 43889-H LOAD' wind debris CATEGORYt Weatherir�ga fine Termite` TEMPI REQUIREDh HAZARDSg INDEK' TEMPI a (mph) effettsr` r m b LICENSE # 52689-ME region zone depth MOD TO FEMA a 20 130 NO NO NO B SEVERE 3 FT HEAVY 15°F YES ZONE X 599 51°F MAN UALJ DESIGN CRITERIA^ EK ' _ 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 W Wind Wind ,1��vV y z Cooling Coincident Daily Winter Summer _ ' temperature difference velocity velocity wet bulb range humidity humidity , \ Q heating cooling - v' ���1�(' '��f' _J J L(� . o0 -►r J 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @50%RH q i _ FPAM1 For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. = ILLIW — 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 required for weathering shall govem.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined 7 n + 2 W z z from Figure R301.2(4).The grade of masonry units shall be determined from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. ��O 072.5 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 govem.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. 0 S5�0� Q C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. MODULE MOUNTING CLAMP Q z z d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined O on a site-specific basis in accordance with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York SOLAR MODULE O 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 STAINLESS STEEL 3/8" z LL..I see Figure R301.2(1).] BOLT AND NUT — f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: I.The accompanying Flood Insurance Rate Map(FIRM), NRIDGE ALUMINUM RAIL ii.Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET SHEET NAME iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 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 ALUMINUM FLASHING 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 RAL I. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent) value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method (Base 32°F)." ASPHALT SHINGLE ROOF k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the 5/1 G"x G"STAINLESS jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. STEEL LAG BOLT WITH DRAWING SCALE 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with 2 1/2"MIN THREAD "YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. PENETRATION SEALED A5 NOTED m. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 table. (EQUIVALENT OR BETTER) n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table 1 a or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. O. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. SHEET NUMBER (') See Figure R301.2(4)B. TAX MAP: 1000098000100027001 MOUNTING DETAIL SERVICE METERO DE51GN 6 DRAFTING BY: O _ INSTALLATION NOTE ELEMENT ENERGY LLC SOLAR PV SYSTEM PHOTOVOLTAIC • • • REVIEW BY J.M.NA EP CERTIFIE SOLAR BREAKER ` ( I ) ALL LABEL SHALL BE INSTALLED IN D$II Iz-IzQ EQUIPPED WITH • • ACCORDANCE WITH THE 2017 NEC ERATI RAPID SHUTDOWN ® •' " ' ' REQU 7ESC IREMENTS. �evisioNs ,� Ri'TIDN DATE REV MAX SYSTEM VOLTAGE VDC (2) ALL LOCATIONS ARE APPROXIMATE AND = 2022 SOLAR AC LOAD CENTER - OUTSIDE DO NOT e SHORT CIRCUIT CURRENT A REQUIRE FIELD VERIFICATION. (3) LABELS, WARNINGS) AND MARKING O TURNRAPID SWITI MSWITCHTO Og O SHALL BE IN ACCORDANCE WITH NEC THE•Ow POSTIION TO SHUT wm 1 10.2 I (B). PV SYSTEM AM FMU CAUTIM HUM OfPIE AIM AG QiSGONNECT �a°� (4) THE MATERIAL USED FOR MARKING - °I`°"'ECELOGA7EOAE51OWM MUST BE WEATHER RESISTANT, IN SOLAR AC LOAD CENTER - INSIDE O ��^'��~ � � CCNTRACT� wF COMPLIANCE WITH NEC 1 10.2 1 (B)(3). 4 7 8 I IO ! VVARNlNG °"""' (5) THE PV SYSTEM CIRCUIT CONDUCTORS O O O O SHALL BE LABELED INSTALLED IN ELEMENT ENERGY.. LLC. SOt BY MGOFOFA�LL DUAL POWER SUPPLY i 7470 SOUND AVE OVERCUR�IITDEVM,EXCUAM SOURCES:UTILITY GRID COMPLIANCE WITH NEC 690.3 I . MATTITUCK, NY 1 195 MAIN SUMY OVERCURRENT AND PV SOLAR LICENSE # 43889-11 S►WlO1I56LICENSE # 52689-ME ELECTRIC SYSTEM 0.. CONDUIT - INSIDE BUILDING WARNING THIS SERVICE METER PROJECT NAME + IS ALSO SERVED BY A 1, ELECTRIC SHOCK HAZARD PHOTOVOLTAIC SYSTEM ,11 PHOTOVOLTAIC SYSTEM I, TERMINALS ON THE UNE AND NE + COMBIR PANEL W LOAD SIDES MAY BE ENERGIZED DO NOT ADD LOADS CONDUIT - OUTSIDE BUILDING nNTHE OPEN POSITION ® Q C0 J J LC) W — "DUALOWER SUPPLY U z SOURCES:I UTILITY GRID AND U-3 Z z PV SOLAR ELECTRIC SYSTEM MAIN SERVICE PANEL - OUTSIDE O i pCAUTION SOLAR CIRCUIT 'f NEVv y0 Z C Z Ek Q _ ACAUTtON 2 3 O5SOLAR RECTRIC>YSTEM CTm ' � J �' �zow MAIN SERVICE PANEL - INSIDE OPERATING:PERATING �•• s�pA Ora_ P POWER SOURCE ROLTAGE FESS OUTPUT CONNECTION ® O DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL) AC DISCONNECT/BREAKER DRAWING SCALE 0000G N .T.S. PV-E TAX MAP: 1000098000100027001