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HomeMy WebLinkAbout43135-Z V X11 �o�OgUFF�t,�c'A ., Town of Southold 6/18/2019 0 P.O.Box 1179 °0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40454 Date: 6/18/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 420 Paul St, Pecomc SCTM#: 473889 Sec/Block/Lot: 74.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2018 pursuant to which Building Permit No. 43135 dated 10/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to 420 Pauls Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43135, 06-07-2019 PLUMBERS CERTIFICATION DATED Authorize Signature Q�SVFFo���p TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 43135 Date: 10/15/2018 Permission is hereby granted to: 420 Pauls Lane LLC 260 Deer Dr Mattituck, NY 11952 To: install roof-mounted solar panels on existing building as applied for. At premises located at: 420 Paul St, Peconic SCTM # 473889 Sec/Block/Lot# 74.-4-5 Pursuant to application dated 10/3/2018 and approved by the Building Inspector. To expire on 4/15/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -COMMERCIAL $50.00 Total: $200.00 wilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 94/201$ New Construction: Old or Pre-existing Building: (check one) Location of Property: 4Z0 ` -Au Ls, L NItF pk¢ tJIc, House No. Street Hamlet Owner or Owners of Property: 4Z0 Y/ QU5 LAWV_ US— . Suffolk County Tax Map No 1000, Section -74 Block 4 Lot 5 Subdivision Filed Map. Lot: Permit No. 5 Date of Permit. Applicant:_ E.,.em�- G.iuYZL%y LLC-. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate: vl (check one) Fee Submitted: $ Applicant Signature r3f so Town Hall Annex Telephone(631)765-1802 54375 Main Road c Fax(631)765-9502 P.O.Box 1179 � Southold,NY 11971-0959 ® y. �® roger.riche rtCcD-town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 420 Pauls Lane LLC Address: 420 Paul St City: Peconic St: New York Zip: 11958 Building Permit#: 43135 Section. 74 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Element Energy LLC License No. 52689-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Athc Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures 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 Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 38.8 KW roof mounted photovoltaic system to include, 97-LG 400 panels, 3-SE 14.4 inverters,200a AC disconnect,200a solar load center Notes Inspector Signature: Date: June 7 2019 81-Cert Electrical Compliance Form As qf soajyo<o * * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm, 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. 47 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR � WGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court • Smithtown, NY 11787-3011 • (631) 543-2953 fax (631) 543-1526 Cell.631-747-7495 E-mail*Ics4clawl com Tuesday, April 23, 2019D TOWN OF SOUTHOLD 1_ 53095 Route 25 SAY 2019 PO SOX 1179 Southold. New York 11971 :`; f Re: Certification Letter- Ninety-Seven (97)400 W PV Roof Top Solar Panel Array, 3.80 kW Total Output, for 420 Pauls Lane LLC—420 Pauls Lane Peconic, New York 11935 1 have reviewed the solar energy system installation in the subject topic on 04/16/2019. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Town of Southold. The solar panel installation is in compliance with the requirements of the 2015 International Building Code (IBC), the 2017 NYS Supplement to the Uniform Code, ASCE-07 and NFPA Standard 70 "National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, Luigi Claudio Sciandra, Professional Engineer OV NEIN Y scrq� 'Q1r 060935=" O pRdFESS►ONN� FIELD INSPECTION REPORT7 DATE COMMENTS . b FOUNDATION(1ST) H ------------------------------------ FOUNDATION (2ND) O ROUGH FRAMING& ° PLUMBING INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS I-k CA ei d bl& 1 T 7 Z �1 — cl t rn � o z d b H l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST" -- BUILDING HECKLISTBUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_L 0 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: IELgme V FrJ&At:`I U-C. Disapproved a/c _14.1D SC U Mt> p.%W_,MwMTueK.tai�Z Phone: 1r2jI .11 Expiration ,20 Buil ' g spector OCT o 3 2018LICATION FOR BUILDING PERMIT Date �r'�YyIP�'2. S' 20 1� 1� D7er°BES' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughoufthe work. e.No building-shall be occupied or:used in whole or in part for any purpose what so ever until the Building Inspector issues:a Certificate of.Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance,or has,not been completed within 118,months from such date. If no'zoning amendments or other regulations affecting the property have been enacted in the-interim,., Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new,permit shall be required. APPLICATION IS HEREBY MADE to the-Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housiing,code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) -1400 %U*N1b ^W,,AA,-n rQc.&-_1, n14 11G C1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 42D BAUL—S WE (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer MIeAAr-T . LAKTZX14 P pe-e-S. (Name and title of corporate officer) ` Builders License No. Plumbers License No. Electricians License No. 62_W39- ML Other Trade's License No. zgq` 1. Location of land on which proposed work will be done: _PAu L-S Aas� 1 c t4 19 5,s& House Number -Street Hamlet County Tax Map No. 1000 Section _]A Block q Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work :S0%.AvL. xNS-M (Description) 4. Estimated Cost Fee 2 ,C5b (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height .Number of Stories Dimensions of same structure with alterations or additions: Front `Rear Depth Height Number-of- f-dries. - ' 1'r-I 8. Dimensions of entire new construction: Front Rear Depth ; a Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO f 13. Will lot be re-graded? YES NO . Will excess fill be removed from premises? YES NO tw�� MA-rn�T[ dZi MA I A 52 14. Names of Owner of premisesg2D 0AULSLA14fv`tcldress&D p66 Phone No. lr3t--114-'J355 Name'of Architect Address Phone No Name of Contractor Cu5N nt>• €Nea�64 LLC_. Address 141 Q SojrjD_ AyE,—Phone No. [CV-119-` qq s itis-rn-rvct<<tt�1 I�gSZ. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES& D.E.G. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at'l0 feet or below, must provide topographical data on survey. 18. Are there,any covenants and restrictions with respect to this property? * YES NO V",* IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. PATRICIA A MAY 'g0TARY PUBLIC-STATE OF NEW YORK Sworn to before me this No. Ol MA4676634 t5-,&k day of 20 / 8 Qualified in Suffolk County PRAY Commission Expires March 30, 20 oZ� Notary Public Signature of Applicant „f�Q1F111 �0 ,, BUILDING DEPARTMENT-Electrical Inspector 1 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 !, roger:richertgtown:southolcl-�ny us, APP-_LICATION FOR ELECTRICAL INSPECTION REQUESTED BY: LAy_q-rt>t�l = Date:-- Company ate:_Company Name: -�tJ -��I l..l_C. Name: WM License No.: - - - q-ill — = email: lvt�Ao►�I 2S�IS.GoIN► -__ 52(p 8_ _ - - - - - Address: -14-10 Sou N g Phone No;,- -- - _- -�_ -_- JOB SITE INFORMATION: (All Information Required) Name: q2D FAuw La�l� LI.0• _ -- _— Address: -- -- - - - - - ----- -_ -_ --_-- -- - - ,i 42a PULS LPat>s-—Pc .tl cr _ 1- S� -- ------ - - Cross Street: Phone No.: BIdg.Permit#: _ _5 ---A ---email: - - - Tax Map District:_ 1000 Section: -7 4 Block: � _ _ Lot:_= _5 _ BRIEF DESCRIPTION OF WORK(Please Print Clearly) 38•$V-W SCM.Ay.. F4 INs-T&U-Xeon NI�T� Lcil) L-Ca 40_ptAVA-AS sow 1� rKo+ay�s (a) Sc�ar�E�c c SE14 4><=uS 7 SDV4Q.e-L7 ZEA_1.>aADCvXM1L_WI(,$)50A_�P-594XV�.__A�1D_�I)SQ_U_AgE-D 'LCDA AC M. w/1-§64 cases Circle All That Apply: Is job ready for inspection?: YES /® Rough In tnal Do you need a Temp Certificate?: YES /,�M Issued On Temp Information: (Ali information required) Seivice,Size .1 Ph 3 Ph Size: _ _ A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground -Overhead Jonorgrround Laterals 1 2 H Frame Pole Work done-on Service?_ Y N „Additional-Information: - - v----- - =_ PA,YMENT--D.UE,-WITH APPLICATION --- - - _---- 82-Request for Inspection Formals t 0 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 7/20/2018 'THIS`CERTIFICATE`IS;ISSUEDi4S A MATTER OF'INFORMATION,ONLY'AND'CONFERS NO RIGHTS UPON,THE CERTIFICATE HOLDER.;THIS CERTIFICATE'WQE9V W8f AFFIRflAA )VELIf O 'NEGATIVELY AMEND; EXjEND OR ALTs It THE COVERAGE AFFORDED BY THE POLICIES BELOW. '";THIS C t I IFICATE OF INSIfRAN6 DOES NOT COPISTI`TUTE A CONTRACT BETWEEN THE ISSUING WSUREk(S), AUTHORIZED • ItEpftESE-FIT�TIV�E Oft pi70✓CIUCE�,/4ND�THE CERTIFICATE HOLDER.- •• - `• - -'' '' - `IMPORTANT:,,If the c®Ftific�te holder is an ADDITIONAL INSURED,tha policy(ies)4rodst have"ADDITIONAL-INSURED provisions or be endorsed. if UBl2b ATION IS VIfAIV1=D,suhject$o the terirfs and conditions of the policy;,cortaln,p6liciei may rqui�e- q endorsbment. A state -men on this`egitlticate noes not IronfeF rigHts to the certifica$o holder in lied of succi ei8ot"sements). fII20DUC�R - ;. CONTACT NAME:; P,O[3EF2T S.KI=DE INSURANCE AbLNC`( ' No Ezt• A/C No• 23 CZI1EEN STRE�f,SUIT,E 102 E. RIES$ ,HUNTINGTON,NY 11743 ? ROBERTS FEDE INSURANCE INSURER(S)AFFORDINGCOVERAGE NAIC# INSURER A INSURED INSURERB:STATE INSURANCE FUND Element Energy LLC INSURER C. ELEMENT ENERGY SYSTEMS INSURERD: 7470 SOUND AVENUE INSURER MATTITUCK, NY 11952 INSURER 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 TY OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR SD COMMERCIAL GENERAL LIABILITY X CL00274149 7/14/2018 7/14/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 A MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY[:]PRCO-- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY Ee.alert SINGLE LIMIT $ 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.cudZ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONPER#24494445 X STATUTE ORH AND EMPLOYERS'LIABILITY Y/N 7/14/2018 7/14/2019 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E L EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ NY State Disability statutory WDL10279340 7/14/2018 7/14/2019 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 Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE 2obevtS. Fede,, Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D O ^"^^^^ 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 ti HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN ROAD MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 869870 07/13/2018 TO 07/13/2019 7/20/2018 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. 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: 565913021 11-9a 1 rf 4 T �Cf� r APPRO ED AS NOT D DATE: s B.P:°# 3 S5 FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE ELECTRICAL FOLLOWING.INSPECTIONS: INSPECTION REQUIRED1.,FOUNDATION - TWO REQUIRED FOR POURED CONCRETE - 2. ROUGH --FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �6G-yTHQ�Q,-T0.lAlN'R� _ D S OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court- Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol.com Monday, September 24, 2018 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Ninety-Seven (97)400 W PV Roof Top Solar Panel Array, 3.80 kW Total Output,for 420 Pauls Lane LLC—420 Pauls Lane Peconic, New York 11935 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 rafters for the existing roof. • Design drawings dated as follows: Cover Sheet, PV-1: 03/15/2018, Site Plan, PV-2: 03/15/2018, Roof Detail, PV-3: 03/15/2018, Structural, PV-4: 03/15/2018, 3-Line Diagram, PV-: 03/15/2018. of the proposed system to include cover sheet, site plan, mounting details, structural details and 3-line diagram for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads to include the dead live loads,snow and wind loads, as described below, imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 5/8"plywood decking, 2"x4"'Douglas Fir roof rafters at 24",2"x4" Douglas Fir rafter supports at 24" on center, 2"x8" Douglas Fir collar ties at 16"on center, 8.5"x24.5 load bearing steel I-beam, 6"x6"steel support columns at 1 30' on center, 137" span, 23°roof pitch. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 lbs/sq. ft. Solar Array, Dead Load: 2.5 lbs/sq. ft. Total Weight of Array: 5347.5lbs 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 and parameters, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly.The onsite inspection show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2015 International Building Code(IBC), the 2017 NYS Supplement to the Uniform Code, SEVASCE 7 "Minimum Design Loads for Buildings and Other Structures", 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, L igi Claudio Sciand a, PE (�G of NEW R G.sCIAIV, �r v '9 sc�`o 060935-1 ARCFESSIP� 2 1 DESIGN 4 DRAFTING BYI SCOPE OF WORK JAMIE MINNICK NABCEP CERTIFIED TO INSTALL A 38.8 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT 420 PAUL5 LANE LLC,LOCATED 051112-129 AT 420 PAUL.S LANE,PECONIC,NY 1 1958. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE M5TING ELECTRICAL SERVICE _ .r� EQUIPMENT. THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. REVISIONS DESCRIPTION DATE REV ORIGINAL 03-15-2018 SYSTEM RATING f , tip,,, �. 38.8 kW DC 5TC 7 Pr3,C.GIIIC` DIL EQUIPMENT SUMMARY � OF NEW 1-O A ,Co 97 LG 400N2W-A5 PV MODULES g�Q +0•S01AN p 3 5OLAREDGE SE 14.4K-US INVERTERS 9 CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM 4i Osprey's Don, V �� `f'n nn Dlutla ELEMENT ENERGY, LLC. SHEET INDEX Zs .? 7470 SOUND AVE Fo 060935-� ,� MATTITUCK, NY 1 1952 PV-I COVER p�OP sloN0' as Sannlno Vineyard ^y PV-2 SITE PIAN Es LICENSE#43889-H PV-3 ROOF PV LAYOUT LICENSE# 52G89-ME PV-4 STRUCTURAL/DETAILS 4 SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM Greenport Harbor cQa GOVERNING CODES Brewery and Restaurant PROJECT NAME 2014 NATIONAL ELECTRICAL CODE. 2015 INTERNATIONAL BUILDING CODE AND NYS 2017 SUPPLEMENT. UNDERWRITERS LABORATORIES(UL)STANDARDS 48 05HA 29 CFR 1910,269 J W cc GENERAL NOTES PROJECT LOCATION W z 1,CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE . HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK r ti';o,,,�. �T' r` .5,,�•s� .:.�1� .,tee..± AGREE THE SAME. `- "; ; '^ C J 2.CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED "` wl.I ;,I, i;. `, j' Y ' J Q z APPROVALS, PERMITS,CERTIFICATES T OCCUPANCY, r �. ,'� r_ b ,� XN-,ate (L, 10 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. — INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. `• COMPLETED OPERATION, ETC,ADEQUATE FOR THE PURPOSES ta'.< ":Fut,;' >'"-'; ..a'ri, IL 3.ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND ' ''� y^ N O OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO ,4:_ ` ',;: • ' zr, ALL RULES AND REGULATIONS OF THE RE5PON515LE COMMENCING WITH WORK. 'f '``:.;s == JURISDICTION, ex •'` .'; ._,, a•.'r.,.: 4,:_,t n `v C� W 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS I I.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ."+ -' • '�, _,.,, - a i LL THESE 5 MAINTAINING SAFETY ON THE JOB SITE DURING THE It,'s%' =-'" +=:'I'"'' 'I " •,:' ,., i-- P'�t� f WHICH DISAGREES WITH THAT AS INDICATED ON H PLAN r '�- i:w;,;,'x, �}; r , s '„., f'•= � _., THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS = "_ �`• r- -a •� 7 AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ' '`` =``` '' ' "� ;'• ,'` ' r�'r.p}` ENGINEER.SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION,TH15 SHALL INCLUDE, BUT ARE NOT a-k1-1 � .r�r �,.;� k•u_ ,,. c z .�.�`:' ��'c'�:' CONTINUE WITH THE WORK HE SHALL ASSUME ALL am'.` 4... R, LIMITED TO:PROVIDING FOR ADEQUATE AND PROPER BRACING, �+ ? 'r �" ' _ •_ SHEET NAME RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY ' ' 5.ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL 8E SCAFFOLDING,STAIRS, ETC..AS WELL AS PERMANENT FABRICATED AND INSTALLED AS PER LATEST A.1.5.0 CONSTRUCTION. �==„A<i=" 1 SPECIFICATIONS, _ "' > ,. _ COVER {y„ fie' r_i �. 12. FIGURED DIMENSIONS SHALL GOVERN, DO NOT SCALE . G.ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE ,, f •..:;'• _ r �,,- -,�-,:• x DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING � •. ••?; ,, • r � ,.•,N„• ^•;'�+. '�`` UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. `• `•'_ 3 �+? UN CODES�REGULATIONS CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING { rli,';•-K �, } t' ,,• ,. ,.,s;;_ ' FROM THESE PIANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND ” �� ''` `` 7.ANY DEVIATION ,s s � 4 •,•_ COMMENCING WITH WORK. t° 1 ;; sal ( `:�rt _ Y # DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13,CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS M{" �' -' ^r 1'' ,`°"' CERTIFICATION OF THESE PLANS, '�'� r�;.��J , � :����: •,; y#�� '� "`�� �: ; '"�^ "",';�1 '�4v ^' WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON -;r °� r' .�f'` °'x. y'' +. ; _ h l y ,T.S. 8.THESE DRAWINGS AS IN5TRUCMENTS OF SERVICE ARE AND A WEEKLY 5ASI5 OR SOONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE ;. ¢ _.. J '` R ,F <`;,-`� 14.AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED s '�. M' t r PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, _ pit_ OF ALL DEBRIS AND EXCESS MATERIALS.THE FACILITY 15 TO BE ,,,, - +t; r =•�'��°-s~� ,'^ �rt �`^• �" THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE EXTENSIONS TO TH15 PROJECT SHEET NUMBER 9,CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. AERIAL VIEW PV- I EXISTING WORK ADJACENT TO H15 WORK,OR DAMAGED AS RESULT OF HIS WORK. DE51GN t DRAFTING BY: JAMIE MINNICK LEGEND NABCEP CERTIFIED 05 1 1 1 2-1 29 ®C EXISTING UTILITY METER MAIN SERVICE PANEL NEW PV SUB-PANELS o �o REVISIONS A/C DISCONNECT COMBINER RSOMBINE �� D Df5CPoFTION DATE REV Oo ORIGINAL 03-15-2010 ® OND ELECTRODE PV MODULE ?,0. D Q RACKING RAIL . &oo or .7 Z/� O ATTACHMENT POINT V, Oo Oo _-_RAFTERS -*--ROOF PITCH ANGLE SUNRUN METER ®VENT CONTRACTOR O PLUMBING VENT' ®SKY LIGHT ®CHIMNEY ELEMENT ENERGY, LLC. OMPOOODDCONDITION SITE LES 7470 SOUND AVE POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY MATTITUCK, NY 1195 LICENSE#43889-H LICENSE#52689-ME PROJECT NAME co J W Ln W g z g � z � D w/f////1161/lf%%%%d' f/f//l/l/l/d // //%'////�'�/ff� f/�//df///�!�/////%%/ Q z %f/G Op NEIN W ycP` c,scigNo �' % � CL_ � r � m 1 080935 5HEET NAME ARO;Ess'c"`� SITE PLAN 36'x 36' T GROUND ACCE55 F. I DRAVANG 5CALE N.T.S. ESHEET NUMBER PV-2 i DESIGN 6 DRAFTING BY• JAMIE MINNICK NABCEP CERTIFIED 05 I I!2-129 FEV1510N5 01:5CRIPTION DATE REV ORIGINAL 03.15-2010 CONTRACTOR ELEMENT ENERGY, LLC. 7470 SOUND AVE ARRAY#I MATTITUCK, NY 1 1952 97 MODULES LICENSE#43889-H 137-AZIMUTH LICENSE# 52689-ME j - / PROJECT NAME ffHE fffl -► WLO / W Z 1 - Em H±Vf +Hl±mf: RIM >- 36"x 36-GROUND ACCESS TYP. I i i 0.- OO �1 i,11 L5-14 CV Lu LEGEND Or NEVVEXISyDR C MAIN SERVICE ERVICE PANEL y'Rv 1G�C lq/�OR'f NEW PV SUB-PANELS A/C DISCONNECT SHEET NAME COMBINER J �° INVERTERS ® OND ELECTRODE Q PV MODULEOso ROOF DETAIL S` 060936'1O\ RACKING RAIL pROFES510N� O ATTACHMENT POINT ---RAFTERS v -1/ DRAWING SCALE -*--ROOF PITCH ANGLE 2�00 p° '9SUNRUN METER ?Srp° D CONSTRUCTION SUMMARY CONSTRUCTION NOTES N.T.5. ®VENT ? (97)LG 40ON2W-A5 PV MODULES 1•)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE O PLUMBING VENT �O° Q Q (3)5OLAREDGE 5E 14.4K-US INVERTERS MANUFACTURER'S INSTALLATION INSTRUCTIONS, A000�. j X90° (130)ATTACHMENT POINTS @ 64"OC MAX 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. ®SKY LIGHT SO° (657.3)LF IRONRIDGE XRI00 MOUNTING SYSTEM 3•)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. SHEET NUMBER ®CHIMNEY ROOF TYPE= ASPHALT SHINGLE COMPOSITECONSHINGLES PV-3 ❑POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY S DESIGN$DRAFTING BY: LOAD CALCULATIONS ARRAY#I ITEM DESCRIPTION ARRAY#I JAMIE MINNICK Module Wei ht 47.84 Lbs ( Rafter 2x 10 D-FIR 16"O.C. NABCEP CERTIFIED S Rafter 5u orfs 2x4 D-MR 24"O.C. Ob 051112-129 #of Modu es 97 Total Module WeI ht 4640.5 Lbs (D) Collar 5/8"PLYWOOD Total Len th of Rad 657.3 Ft (C) Collar Tie 2x8-FIR 16"O.C. REVI510NS Rad Wel ht er Foot G57. Lbs OF NEIv yo (V) Vertical Collar Tie Support.2x8 -FIR I G"O.C. DeSCRIPTION DATE REV LbsP scrgN '�f (RB) Rid a Board/Beam 2x 10 OPWINAL 03-15-2018 Total Rall Welht 447 COy #of Standoffs 130. v (P) Pitch WeI ht per standoff 2 Lbs (I) Load Bearin I-Beam 8.5"x 24.5"STEEL I-BEAM bs (U Steel 5u ort Columns 6"x6"STEEL COLUMN @ 30'O.C. (RB) Total Standoff WeI ht 260 L (H) San Width I Total Arra WeI ht 5347.5 Lbs ��� IND (5) Point Load 41.13 LlFrtt 2 `2 (K) Exterior Wall CINDER BLOCK WALL Total Arra Area 2 176.8 5 sFp °Qo935'� ��+d (R) Arra Dead Load 2.5 Lbs, OROFESMOts� CONTRACTOR (P) (V) ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY 1 1952 A5 per ASCE 7-Method I: i - e LICEN5E#43889-H P net = t I net30(e 6-2) Kzt(sec 6,.b.1) I rnet6Q(taoie - # LICEN5E # 52689-ME CLIMACTIC AND Ground Mnd 5peeci Live load, Point Max fastener GEOGRAPHIC DE51GN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along (C) CRITERIA Pg mph A5CE7, p5i ib. rads, in. (I) A # 20 130 # 468 5/1 G."x 6"Stainless Steel 64" Roof Section B # TYP. TYP. # TYP. Lag BOIt5 _ FPROJECTME # N (H) (L)For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0,447 m/s. co a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural ll__I requirements of this code.The weathering column shall be filled in with the weathering Index,"negligible,""moderate"or"severe"for concrete as IL determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652. n b. The frost line depth may require deeper footings than indicated In Figure R403.1(1).The jurisdiction shall fill In the frost line depth column with ROOF FRAMING DETAIL the minimum depth of footing below finish grade. 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 ubter 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(4)Aj.Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. U 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 MODULE MOUNTING CLAMP O Z International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience O as determined by the building official. Sou+R MoouLE f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301.2.2.1. STAINlE5S STEEL 3/8" 0 q W g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and BOLT AND NUT N 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), iRaNRIDGE ALUMINUM RAIL IL Flood Boundary and Fioodway Map(FBFM),and ALUMINUM V 15RACKET Iii.Related supporting data along with any revisions thereto. SHEET NAME The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. ALUMINUM PLASHING 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 pp� 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 STRU CTU RAL part of the table with"NO." I. The jurisdiction shall fill in this part of the table with.the 160-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°17)." ASPHALT SHINGLE ROOF 5/16°x 6"5TAINLE55 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 5TEEL LAG BOLT WITH 2 I/2"MIN THREAD DRAWING SCALEFreezing Index-USA Method(Base 32°F)" ng structural damage to buildings due to topographic PENETRATION k. In accordance with Section R301.2.1.5,where there is local historical data document] 4500 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 WITH GELENT 4500 n 5 NOTED O7E (EQUIVALENT OR BETTER) f� table. I. In accordance with Figure R301.2(4)A,where there Is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this part of the table with"YES"and m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the Jurisdiction shall SHEET NUMBER Indicate"NO"in this part of the table. n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to FV-4 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet 2 MOUNTING DETAIL above 1000 feet. (`) See Figure R301.2(4)B. DE51GN$DRAFTING BY: INVERTER(QTY 3) INVERTER ID p SOLAR LOAD CENTER TO UTILITY GRID JAMIE MINNICK PHOTOVOLTAIC ARRAY SUMMARY 4r ee�t vmir,Hie�rPflc�enerT COM51NAG WaRTe15 1.3 NABCEP CERTIFIED ne�nn aR.UL uSTeD IvreRwLc.� PC,)VAC,SM zC A eTwHo OTRWfi ernlra ave ARIUY INV. AevA 3F,ULUSMV �' 051 112-129 ID.N MODULE MODEL LENGTH CITY OTY Pam ID•N I (3)50 A 3-FOU!EFFACE";, 1-3 LG-0ODN2YAAS 11+II+11 3 33 132Lw 1 1 e Lte4( Qy'A5 II+11+Io a az ITauv LI �� OF N yo LI L2 L3 N REVISIONS T 9 3 3T IzeLw a FR R G G SOA L2 cj'KP �O.SCIA UTILITY DESCRIPTION DATE REV Lc aocN2wa a+I I+IO ( 1 I -i O UTILITY METER 2 2 N V ORIGINAL 03-15-2018 I-PHA5E, 240 V BjV I I L3 G- I I i N u LI L2 L3 N I I 2 •so 11 I 2 ••• II I I 1 _� 1 t INTecaareD � , DC DISCDgVICTUL 174 1, ! �`0 080935'1 �aC9 STRING I STRING 2 ' I I PATH IS A FLEES pRo L I L2 L3 N SOA FESSION 1 i I rr I 2 •a• 10 o V i - POINT OF INTERCONNECTION " _PER NEC 240 2 1(13)(1)4 G90.G40, STRING 3 G G G N 2 I G SHALL NOT IX EEDN10 FT DUCTORS CONTRACTOR I IL'�� AC DISCONNECT 1 I208 VAC,200 A MAIN SERVICE DISCONNECT BJV (3)1BOAA FUSES, `2oa v,zooAELEMENT ENERGY, LLC. ____ 7470 SOUND AVE I z ••• 1 I 1 2 .., i 1 i - G _ I SDA „ Ia°" „ LI LI MATTITUCK, NY 11952 INT RATED I7 I DC DISCONNLV'T I ' (ULITaI,NEM43R 1 2 L1 u L2 L2 LICENSE#4388941 STRING4 STRING 5 -- I I I WITH 15AFUSEa ' I L3 L3 LICENSE # 52689-ME G G N u u I ____--- _-__ - if _ .�_ I z ..• to - L2 L2 I Tt STRING 6 Iu G G G N 2 1 1 1LI LI PROJECT NAME I 2 4 L2 L2 MAIN SERVICE PANEL j 1 " L3 L3 3-PH,4-w f \ co 1208 `J ^ � ----- G---^----= I 200 AAC L, J I 2 ••• I I I 2 ••• 10 I IrrecagreD 2 -� Lu 1 DC DISCONNECT N Z �J J 1 1 UL 1741,NENA BR STRING 7 ST V RING B - - ' I vnTH IS APUSES G I - I1J G G I Z I 2 ••• to f EXISTING GROUNDING ELECTRODE SYSTEM }- STRING 9 WIRE It-CONDUIT SCHEDULE (L U CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop 1.1).# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION 512E QUANTITY INSULATION (CU/AL) TYPE 5IZE TEMP DERATE DISTANCE IL O 31 O.15(B)(2a 31 0.15(B)(3) U(3c) STRING INVERTER AWG#8 1 18 0,5 U5E-2/PV Wire AWG#8 I BARE CU FREE AIR 1-1/2° 709C 0,67 150 FT 0.8% Q U OR RMC N W 2 . INVERTER COMBINER AWG#4 1 9 0,7 THWN-2 AWG#8 I THWN-2 CU PVC 1-1/2° 45QC 0,87 25 FT 0.6% 3 , COMBINER LINE 51DE TAP 2/0 AWG I 3 1.0 THWN-2 AWG#4 1 THWN-2 CU PVC 2" 450C 0.87 10 FT 0.6% V SHEET NAME ELECTRICAL NOTES 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL.AND LABELED FOR ITS APPLICATION. 3-LINE DIA. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR RE 600 V AND 90QC WET ENVIRONMENT. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP,OR VALLEY. #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL [NEC G90.8(B)(I)]: (Isc)'(#of strin,30*0.56)= 12 73 A Modules per Strinq I 1 4: 10 COMPLY WITH NEC 110.26. AWG#8,ampacity.Temp Derate= 18 43 A Modules per Inverter 33 It 32&32 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL 18.43 A> 12.73 A.therefore DC wire size is valid Number of Inverters 3 DRAWING SCALE FURNI5H ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACE55ORIES TO FULFILL Record low tem -100C APPLICABLE CODES AND STANDARDS #2 Inverter Output Wire Ampacity Calculation p G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, Inverter Max Amperage output'(1.25) =50 A Voc Temp Coefficient -0 270/v/QC N .T.S. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. AWG#4, ampacity°(Temp Derate)'(Conduit FIII Derate)=57 8 A DC SYSTEM SPECIFICATIONS CALCULATIONS 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE 57.8 A>50 A,therefore AC wire size is valid. Operatinci Current 12.73 A =(#of strip s)'(Im ) 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE #3 Combined Inverter Output Ampacity Calculation Operatincj Voltacje 350 V =(#modules in serieW(Vm ) SUPPORT RAIL,PER THE GROUNDING CUP MANUFACTURER'5 INSTRUCTION (Inverter Imp)'(l.25)'(#of Inverters) = 150 A Max.System Volta a 500 V =(#modules in series)'[(((-#.##%V/QC°.O 1)'(Lo Temp##QC-25))'(Voc))+(Voc)) SHEET NUMBER 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG 2/0 ampacity'(femp DeratW(Conduit Fill Derate) = 169.65 A 9 OR IL5CO G5L-4DBT LAY-IN LUG 169.65 A> 150 A,therefore AC vire size 15 Valid Short Circuit Current 15 A =(#of strings)'(Isc)'(I.25)per Art.690.8(A)(1) FV-5 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(P051tivelnegative) AC 5Y5TEM 5PECIFICATION5 OR 10.)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 Max AC Output Current 150 AOperatincl AC Voltale 208 V