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HomeMy WebLinkAbout43226-Z �0�0�UF t'�cpGy Town of Southold 12/23/2018 M� tA P.O.Box 1179 cm '» 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40132 Date: 12/24/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 780 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.41-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2018 pursuant to which Building Permit No. 43226 dated 11/16/2018 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 on existing single-family dwelling as applied for. The certificate is issued to Kazdin,Elissa&Quigley,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43226 12/5/2018 PLUMBERS CERTIFICATION DATED Authorized Signature �guFent�-�oTOWN OF SOUTHOLD o BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE oy, o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43226 Date: 11/16/2018 Permission is hereby granted to: Kazdin, Elissa 575 Grand St Apt E1601 New York, NY 10002 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 780 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-11-15 Pursuant to application dated 11/8/2018 and approved by the Building Inspector. To expire on 5/17/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 B ' ding nspector 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: I. 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 I%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 I. 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. �Zq 12D 18 New Construction: Old or Pre-existing Building: (check one) Location of Property: -7'�i7 VJ U NNs✓W>;T�4- (Z.VAO bxrtA OGrUe- i House No. Street) Ha let Owner or Owners of Property: JELj'V—_ ,, �A,?J�I N Suffolk County Tax Map No 1000, Section o4 Block Lot 1 S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempor ry Certificate Final Certificate: f (check one) Fee Submitted: $ Ju Applicant Signature pf S0�/jg,®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �c® ® ao roper.richert(W-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Elissa Kazdin Address- 780 Wunneweta Rd City: Cutchogue St: New York Zip. 11935 Budding Permit#: 43226 Section: 104 Block 11 Lot: 15 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 X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic 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 11 TVSS Other Equipment: 13.02 KW roof mounted photovoltaic system to include, 42-310 panels, with Enphase miceo inverters,combiner box,AC disconnect Notes, Inspector Signature: Date: December 5 2018 l 81-Cert Electrical Compliance Form As LUIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 Cell.631-747-7497 E-mail.Ics4d.anaol.com Saturday, December 15, 2018 Town of Southold Building Dept. Town Hall Annex 54375 Main Rd. PO Box 1179 Southold, NY 11971-0959 Re: Certification Letter- Forty-Two (42)310 W PV Roof Top Solar Panel Array. 13.02 kW Total Output,for Kazdin Residence—780 Wunneweta Road Cutchogue, New York 11935 1 have reviewed the solar energy system installation in the subject topic on 12/13/2018. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2015 International Residential Code (IRC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE-07 "Minimum Design Loads for Buildings and Other Structures", NFP A Standard 70 "National Electrical Code"and current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. 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. of NEW Y SC n, V DEC 242018 0609351 AR�FESSOA Sincerely,Luigi Claudio Sciandra, Professional Engineer. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------------- 'FOUNDATION (2ND) � z ®1 ® ROUGH FRAMING& PLUMBING y INSULATION PER N.Y: y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Kc ®z rn O z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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 Single&Separate Truss Identification Form Storm-Water Assessment Form / Contact: Approved [ 201,61 Mail to: Disapproved a/c Phone: Expiration _,20 D ' in ector D NOV - 8 2018 APPLICATION FOR BUILDING PERMIT Date 0G-CUA?��Q..., 1 g , 20�g �1�DIN�DElE}fie INSTRUCTIONS T OF SOUTHOLD Ty" is 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 mithin,18 months from such date. If no'zoning amendments.or other regulations affecting the property have been enacted in the interim,the 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,housing,code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) •747 t�--M� L �:.N�-�Ca'`1 C...0• �' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder c�l'a—a• Name of owner of premises "ZIP 1 i J (As on the tax roll or latest d'ee'd)' If applicant is a corporation, signature of duly authorized officer Mt CHAr5:::ts LA d-rDtI , RZE3 (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Z��9 - '�'`• ' Other Trade's License No. 43EM801 1. Location of land on whichVroposed work,will be done: , -715D utJ N>VHF_-rte- House Number " " ' Street Hamlet County Tax Map No. 1000 Section 1 b4 Block Lot Is 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 12e51 DwNsrrt�,L b. Intended use and occupancy 94E�S( l id T'14� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work SpL.AV_ 'N t K14;-TALL (Description) 4. Estimated Cost Fee t 2-0b•c7D (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 Stores 8. Dimensions of entire new construction: Front Rear :,i Depth 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 ✓ 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO 14. Names of Owner of premises EL1SS4 �—/A'M f4 Address-75D VAUkt►�T�gPI bne No cxau�, �q low Name of Architect Address, Phone No Name of Contractor ELemy�,rr Ctx'Ltj LI.0 Address 14-TD SmiWIS •A� .Phone No. (oil--77q--1193 M� ,_I.UCV,1,H I1q5z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. 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 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * 'IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SftVVsA.) NAiu4&E;L LAwr06-J being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theC�� (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 MWMA M9 belief and that the work will be performed in the manner set forth in the application filed therewith-IAPY PUBLIC-STATE of NEW y6RK No. 01 MA4676634 Sworn to before me this Qualified in Suffolk county 'SAd day of 20 IC "y commission Expires March 30. 20. x Notary Public Signature of Applicant BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 4 Telephone (631) 765-1802 - FAX (631) 765-9502 �roger.,ri6hertgtown,.,s6uth6ld!,06L;,u-s- APPLICATION FOR ELECTRICAL INSPECTION Date:, REQUESTED BY: Mtc-HA-4m- Company Name: IName: License No.: Mq5_ email: (,AL_AVyrr->r Address: tT 4 Phone No:' 1 --77177C11-- 9 S JOB SITE INFORMATION: (All Information Required) Name: Address: 14--30 UF- Cross Street: VNr Phone No.: cet>1- -71 Ck -I Qq13 ­ Pidg.Permit#: email: LAviro 25-4 c,.toM 11,T. Section: \ (D,4 Block-, --px_Map,District: 1000 Loti, BRIEF DESCRIPTION OF WORK(Please Print Clearly) yJ Aq-) (-,3t(-a-L- G�.PeAv- r>Qo-5LV--tA C'-SI-D L31 0 v4A-ffS CA:) ftWLES AS;r, I --- , -- -- - - - -- --Tr- - Ats?> (6 Circle All That Apply: Is job ready for inspection?: YE,9�� Rough In Final Do you need a Temp Certificate?: YES Issued On, T6mp Information: -(Afl information required) 1 Ph 3 Ph Size: A #Meters. Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground- Overhead !1#-'_Pndqrg T- und Laterals 1 2 H Frame Pole Work done on-Service?--- Y N ,--Additi -on 61 Infoffnati o n: PAYYMENT-D-'UE1WITH APPLICATION 82-Request for Inspection FormAs New York State Insurance Fund c Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D "^^^^^ 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD 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 A a�0 CERTIFICATE OF LIABILITY INSURANCE DATE(MM7/2O 018 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 FAX1531-3bb-1 766— 23 GREEN STREET,SUITE 102 E MAILo Ext AIC No HUNTINGTON,NY 11743 ADDRESS ROBERTS FEDE INSURANCE INSURER(S)AFF EMNGCOVER U NAIC# HANUE INSURER A INSURED INSURER STATE INSURANCE FUND Element Energy LLC INSURER AMTR RICA ELEMENT ENERGY SYSTEMS INSURER 7470 SOUND AVENUE INSURER MATTITUCK, NY 11952 INSURER COVERAGES CERTIFICATE NUMBER: 6,158 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR SD WVD POLICY NUMBER MM/DDIYYYY MMIDDrAYY COMMERCIAL GENERAL LIABILITY CL00274149 7/14/2018 7/14/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR X DAMAGE (RENTED PREMISESS Ea occurrence) $ 100,000 A MED EXP(Any one person) $ 5000 PERSONAL 8 ADV INJURY $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY❑JECT ] LOC PRODUCTS-COMP/OPAGG $ 2,000,000 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 acudent $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N #24494445 7/14/2018 7/14/2019 X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED? ❑ N/A (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 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 Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE 12obert-S. Fedt; Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD V_ S 3.;`aY[4'91n.1 lNdfAa + .i"FUr,= APPROVED AS NOTED RETAIN STORM WATER RUNOFF DATE: B.P.# 3 PURSUANT TO CHAPTER 236 4 k. ! FEE: d , BY: OF THE TOWN CODE. _ , NOTIFY BUILDING DEAAMENT 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 BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF WAQ6Q.TD�eini PIAN_ NI�N�ARD ------------ SOE•t�►6Cb�0111tid�ll�ES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY t LUIGI CLAUDIO SCIANDM, P.E. . 5 Wesleyan Court•Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d anaot.com Thursday, October 25, 2018 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Principal Re: Forty-Two(42)310 W PV Roof Top Solar Panel Array, 13.02 kW Total Output,for Kazdin Residence—780 Wunneweta Road Cutchonue, 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 of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Incorporated 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 imposed by the solar panel arrays and offer the following comments: The existing roof type is-provided with asphalt shingles, Y2"plywood decking,2"x8"Douglas Fir rafters at 16" on center, 2"x8" Douglas Fir ceiling joists at 16' on center, 2"x4" Douglas Fir collar ties at 16"on center for array 1, with 26°roof for arrays 1, 2. Our review of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: 1 t 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 Arrays 1, 2, dead load: 2.7 lbs/sq. ft. Total Weight of Array 1: 1460 lbs Total Weight of Array 2: 588.8 lbs 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 roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling 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 Residential Code, 2017 New York State 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 gi Claudio Sc ndra, P. E. of NEW YO Coc Scrq�oq�r v '9 FQ 60935'1 �G ARO�ESSI000, 2 S SCOPE Of WORK E-JAMIE GN DRAFTING BY: MINNICK TO INSTALL A 13.02 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE KAZDIN-QUIGLEY RESIDENCE, • AB51 1 CERTIFIED LOCATED AT 750 WUNNEWETA ROAD, CUTCHOGUE, NY 1 1935 051 112-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED � WITH THE UTILITY GRID THROUGH THE EX{STING ELECTRICAL SERVICE EQUIPMENT. C) �,0 �` i REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. .���°�t 4 'c• 25 DE5CRJPTION DATE Rev ORIGINAL 09.2-0.2018 SYSTEM RATING .��'� �-,� `,``: __ Y-> _• , a .9f �� `' L M f 13.02 kW DC 5TC Vol or yvu r + EQUIPMENT SUMMARY 42 QCELL Q.PEAK DUO BLK-G5 31 O PV MODULES 0SSlu3+A�`�" F � CUCCIIOgU@ 42 ENPHASE IQ7-60-2-U5 MICRO INVERTERS CONTRACTOR I IRONRIDGE XR 100 MOUNTING SYSTEM 2a ELEMENT ENERGY, LLC. SI`1EET INDEX N � 7470 SOUND AVE PV-I COVER 00 �`a = MATTITUCK, NY 1 195 4'a PV-2 SITE PLAN 1 g LICENSE # PV-3 ROOF PV LAYOUT 1 r'. 43889-H PV-4 5TRUCTURAU DETAILS SECTIONS ■■■ LICENSE# 52689-ME PV-5 3-LINE ELECTRICAL DIAGRAM N �s W 2700—:1I�so°E �_ ` f' GOVERNING CODES 2400 Q 1200 i`,. 210° 1500 { - `a PROJECT NAME 2014 NATIONAL ELECTRICAL CODE. 1800 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 201 G SUPPLEMENT. {'' ;, ' UNDERWRITERS LABORATORIES(UL)STANDARDS �/•� OSHA 29 CFR 1910.269 ` . y GENERAL NOTESU - PROJECT LOCATION z QLu - 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT C) Lu THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK '} . = . jam 4 _' �'" AGREE THE SAME. ^W .. �r rix ;s I r ' LU Lu LLQ y • ,. �;_ ',•.,' r-.`w & 4`" e, r`�a? �. ,,�;, �,�;.y. 'k�I; 5,�I r �t:-�`3 z 2, CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED - ?� -�; `n iF,yy .s -.t, S APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE I.E. ` �' y'} `" `�' `�' � x' `"� (D INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM r r,_.•." ''" ` '=" k CONTRACTORS LIABILITY, WORKMANS COMPENSATION, — AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. : . : COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES �Pe,+ 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF TH15 PROJECT AND FURNISH PROOF OF SAME PRIOR TO '4 ° �" u *v. ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK, 13 JURISDICTION, 1 I EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS _ . MAINTAINING SAFETY ON THE JOB SITE DURING THE WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, yh��, " ; ' , �, y ,; "'' an^; w,� .t ' a< s CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS = )�, � 'a;, +k ;, _. x" �' �' ''' THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ' U ., '• AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND - , �• ' . ,•- > to }`. " ., r' ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND HEALTH ADMINISTRATION,THIS SHALL INCLUDE, BUT ARE NOT .1 -4. - :"Fk,=,"c. a.. at.�x `,,es',;k;;.•-. ,,. ;'SXR'-',"yxv`' '�, ` ,e?: *-i'r--` -'Xa "ar=K, '�f CONTINUE WITH THE WORK, HE SHALL A55UME ALL LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, 4 rk a ,, f :.''•:,t, er } .. y RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY x( ' ;`��° =� �✓`- � 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE .y 5� -_ ',. �i�' � ,s,�•� _ �`- � -• f='; SHEET NAME SCAFFOLDING STAIRS, ETC.. AS WELL AS PERMANENT ' FABRICATED AND INSTALLED AS PER LATEST A.I.5.0 CONSTRUCTION. ; r '.^ - «? `" , ;` �. SPECIFICATIONS. 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ~ , _3,:`; ` '' _ c=r`F �� `'F COVER G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE M �' �, i �'� DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N,E.C. a •`'r" "` =� , 'F t: `` _ NYS CODES REGULATIONS CONDITIONS, EACH CONTRACTOR SHALL VERIFY EXISTING µisi.,. - d: J IPA 5t.-'-t 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONDITIONS PRIOR TO ORDERING MATERIALS AND `` _ ,rf �y` = r�� COMMENCING WITH WORK. ',T , � � ,`� � 'moi. ��� � �J ,� DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEERS _ ,r „ ,' ', i ,, ' 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 ,;•,, `r` { `: ptr _•g :r- CERTIFICATION OF THESE PLANS, WORK FROM THE 51TE AND DISPOSE OF IN A LEGAL MANNER ON art- N.T.S. � 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE ANDS , ¢- 4;,; _ , ,,� g ,5, SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 1 WEEKLY BASIS LE SOONER IF CONDITIONS WARRANT, PSI k,`o.I - �{ fi s t . •' n r ;y , .{ t 4. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED }� �,s. 4� Jar• ��. r ��#'�' �` PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. �� � xz P 5 # „. w �, � t f OF ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE x � sr LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR SHEET NUMBER TO RELEASE OF ' 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW Fv_ I RESULT OF HIS WORK. LEGEND CONSTRUCTION NOTES DE51GN 4 DRAFTING BY: JAMIE MINNICK EXISTING UTILITY METER 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NABCEP CERTIFIED MAIN SERVICE PANEL MANUFACTURER'S IN5TALATION INSTRUCTIONS. 051 112-129 P-MINEW PDI SUB-PANELS2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING, COMMOINI�ONNECT I 3,)ALL LOCATION5 ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. INVERTERS REVISIONS B GNO ELECTRODE DESCRIPTION DATE REV PV MODULE OMGINAL 09-2A-2018 —RACKING RAIL O ATTACHMENT POINT �~ cp� ---RAFTERS ` a NIP � -ROOF PITCH ANGLE 0 �SUNRUN METER OQ O ^5p ®VENT 0PLUMBING VENT UIUn1 w �, � co ®SKY LIGHT U U CONTRACTOR ®CHIMNEY VQ COMPOSITE SHINGLES oL ®GOOD CONDITION QQ ELEMENT ENERGY, LLC. POTENTIAL SHADING ISSUES J U �IRIM/REMOVE AS NECESSARY U -- u a � 7470 50UND AVE In I MATTITUCK, NY 1 195 N LICENSE #43889-H LICEN5E # 52G89-ME c � m m � � UQ UQ PROJECT NAME Ln LLJ I8"FIRE SETBACK @ RIDGE < vQ (J _ IN N LIT Z Q o � � z _ m m W -2 2 I - ---- -- r LU 18"FIRE SETBACK @RIDGE Q -� 18'-FIRE 5ET5ACK @RID _GE � O 19 - 5HEET NAME 15 51TE PLAN DRAWING 5CALE N .Ta5 1 5HEET NUMBER 3611 x 3611 GROUND ACCESS TYPICAL,_­­_ YPICAL I PV-2 LEGEND DESIGN 6 DRAFTING BY: ®E%ISTING UTILITY METER CONSTRUCTION NOTES \MAIN SERVICE PANEL (r) ! JAMIE MINNICK U) `° V NABCEP CERTIFIED ERNEW/PV SUB—PANELS 0 1.)ALL EQUIPMENT SHALL BE IN5TALLED IN ACCORDANCE ua O ° 0511 1 2-1 29 co�MBINER DISCONNECT U WITH THE MANUFACTURER'S INSTALLATION IN5TRUCTION5. Q >C,\, 0OINVERTERS ¢ 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH REVISIONS GND ELECTRODE MINIMUM NEMA 3R RATING. DESORPTION DATE REv r'3 PV MODULE J 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE ° ^U FIELD VERIFICATION. ORGINAL 09-24-2018 —RACKING RAIL U Q m 0 ATTACHMENT POINT � '� ��O ✓ - ---RAFTERS U) f—ROOF PITCH ANGLE 99SUNRUN METER U- ®VENT CD 0PLUMBING VENT ARRAY # I `n un ®SKYLIGHT 30 MODULES 0 ®CHIMNEY 2G°PITCH - FLAT ROOF U v CONTRACTOR ®COMPOSITE SHINGLES 2230 AZIMUTH ¢ ¢ DC POTENTIAL SHADING ISSUES ¢ ¢ ]TRIM/REMOVE AS NECESSARY J ELEMENT ENERGY, LLC. — - --- ---- -- �2 7470 SOUND AVE 18" FIRE SETBACK @ RIDGE Q MATTITUCK, NY 1 1952 ARRAY #2 LICENSE #43889-11 � LICENSE# 52689-ME U- 12 MODULES 2G° PITCH - FLAT ROOF u m 2230 AZIMUTH m PROJECT NAME Lo 18" FIRE SETBACK @ RIDGE i W U (L - 18" FIRE 5ET5ACK @ RIDGE Q _ — — LU C) LLJ }- FFF ct� W , z ME Ell:=If-0-1 TJ 7EHH- 1111i p � 0 s = 5HEET NAME ROOF DETAIL Qcj L� " 36" x 36" GROUND ACCESS TYPICAL Y DRAWING 5CALE N .T.5. CONSTRUCTION SUMMARY (42)QCELL Q.PEAK BLK DUO-G5 310 WATT PV MODULES (42)ENPHASE IQ7-60-2-U5 MICRO INVERTERS ��� ��' � � � +� SHEET NUMBER _ (G4)ATTACHMENT POINTS @ 64"OC MAX. \ / (280) LF IRONRIDGE XR100 MOUNTING SYSTEM. ���� P V —3 ROOF TYPE =A5PHALT 5HINGLE5, SINGLE LAYER • LOAD CALCULATIONS ARRAY#I ARRAY#2 Module Weight 41.2 Lbs 41.2 LL75 ITEM DE5CRIPTION ARRAY#I ARRAY#2 :NABCEP N�DRAFTING BY: 0Modules 30 12 Rafter 2"x 8"D-FIR I G"0 C. 2"x 8" D-FIR I G"O.C. MIE MINNICK Total Module Wel ht 123G Lbs 494.4 Lbs (D) Deckin 1/2"PLYWOOD 1/2"PLYWOOD CERTIFIEDTotal Len th of Rad 200 Ft 80 Ft (C) Collar Ties 2"x G"D-FIR 1 G"O.C. 2"x G" D-FIR I G"O.C. 51 1 12-129 Rad Wel ht per Foot O.G8 Lbs 0 G8 Lbs (J) Joist 2"x 8"D-FIR @ I G"O.C. 2"x 8"D-FIR @ I G"O.C. Total Rad Wel ht 13G Lbs 54.4 Lbs (K) Knee Wall 2"x 4"D-FIR STUDS @ I G"O.C. N/A REVISIONS of Standoffs 44 20 (RB) Rid!@e Board/Beam 2"-x IQ" D-MR 2"x 10"D-FIR DESCRIPTION DATE REV Wei ht er standoff 2 Lbs 2 Lbs �Ej (P) Pitch 2G° 2G° ORIGINAL os•za•zoia Total Standoff Wei ht 88 Lbs 40 LbsS`c, rv� (H) San Width of Rafter(R) 132" 144" Total Array Wei ht 1460 Lbs 588.8 We, Point Load 33.2 Lbs 29.4 Lbs Total Array Area 1547.3 Srj Ftl 218.3 5g Ft [Array Dead Load 2.7Lb5/S Ft 2.7Lbs/5 Ft 'A ` - l �'t (R) (RB) i (D) 065 L Ap *` CONTRACTOR f+ 11�55� ( ) ELEMENT ENERGY, LLC. As per A5CE 7-Method I: 1 G-2 a e - 1 7470 SOUND AVE P net = Kzt I Pnet30(e G-2 Kzt(sec G.5.7 I ne a e - # (C) MATTiTUCK, NY 1 195 CLIMACTIC AND Ground Ind Spee Live load, Point Max fastener LICENSE# 43889-H GEOGRAPHIC DE51GN Category Snow Load 3 sec gust pnet30 pe pullout loo Fastener Type spacing along LICENSE # 52689-ME CRITERIA Pg mph ASCE7, p5 Ib. rads, 1n. A # 20 130 # 4G8 5/1 G"x G"Stainless Steel G4" Roof Section B # TYP. TYP. # TYP. Lag Bolts (H (K) (J) PROJECT NAME For SI; 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. T)a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as LL_I Q m 6 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 MU — or C 652. 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 LL_1 Q the minimum depth of footing below finish grade. ROOF FRAMING DETAIL I Q W }- 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 LU >- 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)A].Wind exposure LL_I LU category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. L LLJ 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 International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP Ui as determined by the building official. f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. SOLAR MODULE c) g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and 5TAINLE55 STEEL 3/8" 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 BOLT AND NUT O0 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), fl.Flood Boundary and Floodway Map(FBFM),and IRONRIDGE ALUMINUM RAIL U Iii.Related supporting data along with any revisions thereto. ALUMINUM"L"BRACKET The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 0-0 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 ALUMINUM FLASHING SHEET NAME local damage from the effects of Ice damming,the jurisdiction shall fill In this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the ST RU CT U f� 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F):' ASPHALT SHINGLE ROOF J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air 5/1 e'x G'5TAINLE55 Freezing Index-USA Method(Base 32"F)." STEEL LAG BOLT WITH k. 2 I/2'MIN THREAD In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind PENETRATION SEALED 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. WITH GEOCEL 4500 DRAWING SCALE 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 (EQUIVALENT OR BETTER) part of the table with"YES"and n C NOTED �E D 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 A5 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 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 above 1000 feet. SHEET NUMBER (') See Figure R301.2(4)B. 71 pe /_4 MOUNTING DETAIL I r �/ DESIGN 4 DRAFTING BY: SOLAR ARRAY(13 02 kw) SOLAR MODULE TYr. JAMIE MINNICK NABCEP CERTIFIED --051112-129 5TF?JNG#I - IPMA51 REV1510N5 --------------------------------------- ------------------ ------ ------ ---- TERMINATOR TY?, DESCRIPTION DATE REV LTJ __•_______________._---__-____-__-_---__-_-_--_-_.__.-...__.__ ORIGINAL 09-24-2018 To UTILITY GRID 5TRING#2 ---------------------------------------- 1 1-2 N Bi-PIRECTIONAL •---- TILITY METER ---- --- I-PHASE,240 V ----------—--------------------------- STRING#3 CONTRACTOR C77 ...... ------ .... ...... ...... ...... ............. ELEMENT ENERGY, LLC, ......... ------ ------- P INT OF IMfROONNECTION AsE ... BF kNCh MICRO INVERTER AC D15CONNECT PoER NEC 210 2 1(B)f 1)4 GOO 64(AY 7470 SOUND AVE CIRCUIT CABLE TYP, UNPHA51!107-60-2•U —If 4GTH Of TAFCONDUMOFIS OF, 50 D D22311KB 5111ALLNOTEXCEED;OFT MATTITUCK, NY I 155P 240 VAC.I A-/ 97%Crc-WEIGWED Efp 240 VAC, 60 NEMA G,UL L15TED NOMA 3F,uL L15MV LICENSE #43889-H (2)55 A Fj15r5 MAIN WlAce I)f5coNmEcT V,2CO A LICENSE# 52689-ME AC COMBINEP DOX 55A SIC FL f3),'F=WMR51240 V 20 2 ZOA A Li"A - ------------ PROJECT NAME ------------------------------------- -D2 Ln AF 3 V2 — MAIN SERVICE PANEL Lu I-rh.3-W V LL 240 VAC 200 A FE SW N Uj C) LU >- NG GROUNDING . ....... SYSTEM LU ELECTRODE L.................... ------------- R/ 77 WIRE CONDUIT SCHEDULE CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop 0 CIRCUIT CIRCUIT CIRCUIT CONDUCTOR, CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CO51ZE TEMP DEBATE DISTANCE I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE IN5ULATION 51ZE QUANTITY IN5ULATION (CU/AQ TYPE 310.15(8)(3) 3 10 15(13)(20(30 U STRING INVERTER AWG#10 0.8 USE-2/PV Wire AWG#5 1 BARE CU FREE AIR I., 709C 0.65 I [OFT 0.8% co OR EMT THWN-2 THWN CU PVC 1.� 45°C 0.87 25 IT 0,6% D U INVERTER COMBINER PANEL AWG#G AWG#8 1 -2 f 0 FT O.GTo AWG#6 3 THWN-2 AWG#8 1---r—WN-2 Cu PVC 45�C OiT COMBINER MAIN PANEL 511EET NAME ELECTRICAL NOTES 1.)ALL EQUIPMENT TO BE L15TFD BY UL OF,OTHER NRTL,AND LABELED FOR ITS APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3-LINE DIA, 2.)ALL CONDUCTORS SHALL BE COPPER,RATED FOR GOO V AND 909C WET ENVIRONMENT. #I PV Source Circuit Wire Ampacity Calculation 3)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC G90.5(5)(I)I: (15c)1(#of 5tr(n,35)'(1.5G)= 16 75 A CONFIGURATION TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE,hip,OR VALLEY. KING CLEARANCES AROUND ALL NEW AND M5TING ELECTRICAL EQUIPMENT SHALL AWG#10,ampacity*Temp Derate'Conduit Fill Derate= 20.8 A Modules per 5trinq 15, 15, 12 4.)WORKING 20.8 A> 18 75 A,therefore DC wire size is valid. COMPLY WITH NEC 110.26. Modules per Inverter -- I 5.)DRAWINGS INDICATE!THE GENERAL ARRANGEMENT Of SYSTEMS.CONTRACTOR SHALL #2 Combined Inverter Output Wire Ampacity Calculation Number of Inverters 42 DRAWING SCALE FURNISH ALL NECE55ARY OUTLETS,SUPPORTS, FITTINGS AND ACE550RIES TO FULFILL Inverter Output Circuit OCP Calculation(Inverter Imp)'(1.25) = 52.5 A Record low temp -109C APPLICABLE CODES AND STANDARDS. AWG#G,derated amparity'(Temp Dcratc)'(Concluit fill Dcrate)=G5 25 A Tp Coefficient -0 25%/QC G)WHERE 51ZE5 Of JUNCTION BOXES,ON BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, 65.25 A> 52.5 A,therefore AC wire 51ZC 15 Valid N .T.5. THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. DC SYSTEM SPECIFICATIONS CALCULATIONS 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 9.4 A =(#of 5tnncj5)'(Imp) 5.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE #3 Combined Inverter Output Wire Ampacity Calculation OperatinL3 Current �s)' n )�YL� Inverter Output Circuit OCP Calculation(Inverter lmp)'(1.25) = 52.5 A Operating Volta — le 33.12 V (#modules in 5erL SUPPORT RAIL, PEP,THE GROUNDING CLIP MANUFACTURERS INSTRUCTION. series _###%V/QC*.O 1)'(Lo Temp#PC-25))*(Voc))+(Vo 5)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG AWG#G,derated am act Dcratc)*(Condult Fill Derate)- G5.25 A Max.System Voltage 43.9 V = (#modules in se 5HEET NUMBER OR 11-5CO GBL-4DBT LAY-IN LUG. 65.25 A> 52 5 A,therefore AG wire size is valid Short Circuit Current 12,3 A (#of per Art. 690 8(A)(1) fDV-5 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(ro5itivalncrjative) AC SYSTEM SPECIFICATIONS OR 2Max AC Output Current !:5:2 OperatinAC Voitue. 5 A V g 10.)THE DC 51DE Of THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690 35 40