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HomeMy WebLinkAbout43155-Z q�,OUFF�I�Cpp Town of Southold 3/27/2019 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40283 Date: 3/27/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4735 Cox Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-10.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/10/2018 pursuant to which Building Permit No. 43155 dated 10/22/2018 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 existingbg as applied for. The certificate is issued to LIV2MAX LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43155 1/22/2019 PLUMBERS CERTIFICATION DATED Authorized Signature soFFnc�, 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#: 43155 Date: 10/22/2018 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: install roof-mounted solar panels on existing building as applied for. At premises located at: 4735 Cox Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 96.-2-10.2 Pursuant to application dated 9/10/2018 and approved by the Building Inspector. To expire on 4/22/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -COMMERCIAL $50.00 Total: $200.00 Building 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._ `�ALD I Qj New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 41S,5— COX L r- a W-1 my5_ House No. Street Hamlet Owner or Owners of Property: L!y 2ANA LLC.. — Suffolk County Tax Map No 1000, Section Q(Q Block o2 Lot is oZ Subdivision Filed Map. Lot: Permit No. -?,6 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SOU��®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 ®��® � a® roger.riche rt(aD-town.south old.ny.us OU 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To LIV2MAX LLC Address: 4735 Cox Ln City: Cutchogue St- New York Zip: 11935 Building Permit#* 43155 -- 43156 Section 96 Block: 2 Lot: 10.1 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 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 FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS El Other Equipment: 83.07 KW roof mounted photovoltaic system to include, 213-LG 390 panels, 2-SE-7600 inverters,5-SE-11400 inverters,400a AC disconnect Notes. Inspector Signature: - Date: January 22 2019 81-Cert Electrical Compliance Form As oP suulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ouuna 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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 �'� l INSPECTOR r LuIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court- Smithtown, NY 11787-3011 (631)543-2953 fax(631)5 - 26,-7 ,- Cell 631-747-7497 E-mail:lcs4d(Q_aol.com Li Sunday, March 10, 2019 MAR 2 7 2019 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Two Hundred Seven (207)400 W PV Roof Top Solar Panel Array, 82.80 kW Total Output,for Harbor View Farms LLC—4735 Cox Lane Cutchogue, New York 11935 1 have reviewed the solar energy system installation in the subject topic on 05/07/2019. The units have been installed in accordance with the manufacturers installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in conformance with the 2015 International Building Code(IBC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE 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. 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-YO CO SCIA A 06C)93 Sincerely,Luigi Claudio Sciandra, Professional Enginee . OFESS FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------------- 'FOUNDATION(2ND) t�J Z O ROUGH FRAMING& PLUMBING y INSULATION PER N.Y: y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS U-A- - t z m a Q d b .. ' y 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 Suryey Southoldtownny.gov PERMIT NO. Check Septic Form• N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,204-0— Single&Separate cn- 'J Truss Identification Form SEP 10 2018 Storm-Water Assessment Form (� Contact: , p Approved V 20� '2DMIG DE+l7' Mail to: I O-1AE,L �=10LD 1= Iv► ►. cry �.e. Disapproved a/c Phone: f n31--l�01--l�olJ Expiration ,20b B din spector APPLICATION FOR BUILDING PERMIT Date J U L_�-J i IEjr , 20 1 Q� 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 throughout the 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 Kertificate 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 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 nam`e_�,ff a corporation) E-(-ev11s-KT y LL-L 7Wio soon Agt:-, MA-n-rruclL, i N t G see (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �-O * T P-1 Name of owner of premises Ll\/21_4 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 7_ -lpMAG G*EPPEEa_ (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 52Co gq -, ftV Other Trade's License No. Jc55?q- }A 1. Location of land on which proposed work will be done: +-15S roc, L AtQ*' Lo(i VE', I�f 1 L q House Number Street- County treet County Tax Map No. 1000 Section 62 Block, ,�,,,,, f, y;pYe Lot Io 'f�i41•f J..l,.:��'34{: Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of prof q-sed construction:, a. Existing use and occupancy 1b. Intended use and occupancy f 3. Nature of work(check which applicable):New Buildin $ Addition Alteration Repair Removal Demolition Other Work Spthq_ l t.(STA�u 't oP 4. Estimated Costo ; q�n (Description) (2 CX--id on filing this application) 5. If'dwelling, number of dwelling units umber o eleach floor If garage, number of cars '" "q_, 6. If business?y comT.ercial or.,mixed occupancy, specify gture-q'ntr extenf'f each type of use. 7. Diirerisiori"s`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 Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. -Sizelof lot:Front Rear Depth 10. Date of Purchase . Name of Former Owner I L'Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO v' i 13. Will Jot be re-graded?YES NO ✓Will.excess fill be removed from premises?YES NO i --r"MA At,' L-1 PP15L- 14.Names of Owner of remises 1-kV2iVlAyia_t�. Cv12r1vUu� N� llgs'zL tp�l P Address �N,, Phone No. Name of Architect Address Phone No Name of Contractor Z mmem-- y LLP— Address-IA-7o So vr,t ANcy_,Phone No._U,5%% n q--1gg5 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 anyicovenarits and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF SS: t . . being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the . (Contrac or,Agent, Corporate Officer, etc.) G 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. Sworn`to before me this day of 20;/8 - P4Z, ,� r � NOTARY PATRICIA A MAY Notary Pubbl c' UBtICzSTATE OF NEW YORK Signature of Applicant No. 01 MA4676634 9uallfled in Suffolk County My Commission Expires MCrch 30, 2062 0L ILDING DEPARTMENT- Electrical inspector Q. TOWN OF SOUTHOLD c 10 Town Hall Annex - 54375 Main Road - PO Box 1179 '�.� • S�Q Southold, New York 11971-0959 Shone (631) 765-1802 - FAX (631) 765-9502 roger-:richertgtown:south6ld:ny°:.us APPLICATION-FOR ELECTRICAL INSPECTION REQUESTED BY: Mica-► ._ _ _ _ Date: 1 g, w;& Company Name: Name: JAAVW License No.: S 2.1o�3q-M� —- - email: Map 49,,'2 IS.csaM Address: --141c) sjovap �'�,� ih'--T %T-Uc4. Phone No.: (0�1 -�11Ck--'19S- —_ — - -- - JOB SITE INFORMATION: (All Information Required) Name: fr L Address: tZ-) LAS Um-110UtuC5 1,P1 \1q39- Cross Street: -- Phone No.: 6134i l0.31-414-U SS" - - - - Bldg.Permit#: email: , Tax Map.,District: 1 doo Section: Block: _ _-_ _- _ Lot: -0 BRIEF DESCRIPTION OF WORK(Please Print Clearly) g2 .�b U„W MtryWrU:D SoLp.�¢._.?Y �c.-A v �ra�-r�-e (2D��11 Lt�4ot)N2vq-AS'�oza�a�ynn�ou .s A�.cra (a)S LAO-EiDaS Sir A—uS 1 AND (Z) LoA>7 C D Circle All That Apply: Sm3-L�i-cE D A) Is job ready for inspection?: YES iv&U Rough In Final Do you need a Temp Certificate?: YES /(go Issued On _- n:_ _ i Timrnp Informatio {All information required) Service"Size 1 Ph 3 Ph Size: _ _- A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground - Overhead #'Underground Laterals 1 2 H Frame Pole Work done on Service? Y N- _ ;Additional Information: - PAYMENT DUE-WITH APPLICATION - WJ 82-Request for Inspection Form.xls /ti 1 V pF SO!/l�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 24, 2019 Element Energy LLC 7470 Sound Avenue Mattituck, New York 11952 RE: 4735 Cox Lane, Cutchogue, LIV2MAX LLC NOTE: Certification of installation required by New York State licensed architect or en i "a TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43155-Z &43156-Z (2 buildings with solar panels) Nunemaker, Amanda From: Terry, Mark Sent: Friday, October 19, 2018 3:57 PM To: Nunemaker,Amanda Cc: Duffy, Bill;Verity, Mike; Lanza, Heather; Cummings, Brian A. Subject: 8 Hands Farm Solar Panels Amanda, Sorry,for the delayed response from our department. I spoke to Bill Duffy and he indicated that as long as the solar panels are not going to be installed on the food trailer they can proceed. Mark Terry,AICP,APA Assistant Town Planning Director LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631)765-1938 Mark.Terry@town.southold.nv.us 1 0 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 m 0 ^^^^^^ 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. 2449444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW 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 11-9r,'A ' I ' A ® I DATE(MM2 ) CERTIFICATE OF LIABILITY INSURANCE7/20/7/2o/201s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.; IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME ROBERTS FEDE INSURANCE AGENCY PHONE FAX 23 GREEN STREET,SUITE 102 E MAILo Ext AIC,No HUNTINGTON,NY 11743 ADDRESS ROBERTS FEDE INSURANCE INSUREGE R(S)(S)AFF EMNGCOVER URANGE NAlca INSURERA, INSURED INSURERB STATE INSURANCE FUND Element Energy LLC INSURER C. ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURER MATTITUCK, NY 11952 INSURER F 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 SUER POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER I MMIDDIYYYY MM/DD/YYYY COMMERCIAL GENERALLIABILITY CL00274149 7/14/2018 7/14/2019 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED CLAIMS-MADE �_]OCCUR ' PREMISES Ea occurrence $ 100,000 P MED EXP(Any one person) S 5000 PERSONAL&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.cadent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I 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) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ NY State Disability statutory WDL10279340 7/14/2018 7/14/2019 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) ' I ' 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 12obe4,tS. Fade/, Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD T, 1 ' 04qticl RO ED AS NOTED DATE: B.P.# � FEE: BY- RETAIN STORfA WATER RUNOFF NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER 23G 765-1802 8 AM TO 4 PM FOR THE OF THE TOWN CODE. FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUC`ON MUST BE COMPLETE FOR C 0. 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 CODEC AS REQUIRED AND CONOITIONS 01- n,I IT 11 T 1 R „<Mnl ilua4'°L4pl ARD SO ES OCCUPANCY O USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY e. LUIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court.Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol com Friday, September 07, 2018 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Two Hundred Seven (207)400 W PV Roof Toa Solar Panel Array, 82.80 kW Total Output,for Harbor View Farms LLC—4735 Cox Lane Cutchogue, 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: 03/27/2018, Rev. 05/08/2018 Site Plan, PV-2: 03/27/2018, Rev. 05/08/2018 Roof 1, 2 Details, PV-3: 03/27/2018, Rev. 05/08/2018 Roof 3 Detail, PV-4: 03/2712018, Rev. 05/08/2018 Structural, PV-5: 03/27/2018, Rev. 05/08/2018 3-Line Diagram, PV-6: 03/27/2018, Rev. 05/08/2018 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"x12"Douglas 1 Fir roof rafters at 90"on center,for roof#1,2 and 3,2"x4" Douglas Fir webbing,2"x8" Douglas Fir purlins at 16" on center for the three roves, the pitch is 300 for roves 1 and 2, 18°for rof 3 (see Plan PV-5). The maximumspan for roves 1 and 2 is 168" and for roof 3 is 336". 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# 1, Dead Load: 2.5 lbs/sq. ft. Solar Array#2, Dead Load: 2.6 lbs/sq. ft. Solar Array#3, Dead Load: 2.4 lbs/sq. ft. Total Weight of Array#1: 2134.8lbs Total Weight of Array#2: 1930.5 lbs Total Weight of Array#3: 3029.7lbs 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, SEI/ASCE 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 informati , do not hesitate to contact me. Sincerely, u'gi Claudio S andra, PE V �TxFI 2 06093 % P'�F S..S1 �' DE51GN 8 DRAFTING BY: SCOPE OF WORK JAMIEMINNICK NABCEP CERTIFIED TO IN5TALL A 82.8 KW 50LAR PHOTOVOLTAIC(PV)5Y5TEM AT HARBOR VIEW FARM5 LLC., LOCATED 051112-129 AT 4735 COX LANE,CUTCHOGUE, NY 1 1935. THE POWER GENERATED BY THE PV 5Y5TEM WILL BE INTERCONNECTED WITH THE UTILITY GRID THROUGH THE D(I5TING ELECTRICAL SERVICE �' REV1510N5 EQUIPMENT. THE PV SYSTEM DOES NOT INCLUDE 5TORAGE BATTERIES. ,J" �/ DESCRIPTION DATE REV ('� t-Indr V Ineyarl ORIGINAL 03-27-2015 01 REVI5ED 05-05-2018 SYSTEM RATING Hr 82.8 kW DC 5TC ' 8 Hands Farm S�P� f.c�rO Pugliese Vineyards EQUIPMENT SUMMARY 207 LG 320N I K-A5 PV MODULES v 48 50LAREDGE 5E7 -U5 INVERTERS CONTRACTOR 000A 2 tX - 5 SOLAREDGE 5E 1 140OA-U5 INVERTERS btu 1 IRONRIDGEXRI00 MOUNTING 5Y5TEM = ysFo 080935- �� ELEMENT ENERGY, LLC. SHEET INDEXpROrESSlO r" bP00I -! 7470 SOUND AVE / MATTITUCK, NY 1 1952 FV-I COVER25 LICEN5E # 43889-H PV-2 51TE PLAN '1 LICENSE # 52G89-ME PV-3 R00F FV LAYOUT PV-4 5TRUCTURAL/DETAIL5$5ECTION5 ;f i PV-5 3-LINE ELECTRICAL DIAGRAM i . GOVERNING CODES PROJECT NAME 2014 NATIONAL ELECTRICAL CODE. U 201 5 INTERNATIONAL BUILDING CODE AND NY5 2017 SUPPLEMENT. UNDERWRITERS LABORATORIES(UL)STANDARDS OSHA 29 CFR 1910.269 PROJECT LOCATION W GENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT ;'' ,._ , '' „ y y~ ' � r iX • ,mow ,, ,. THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE "' _ " '- ' HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK, , }k• ''' UJ AGREE THE SAME, LLJ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIREDLn APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10, CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. " ;r• 3, �" INSPECTION APPROVALS, ETC„ FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY,WORKMAN'S COMPENSATION, AAA "_ _ �IU 'u AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED, COMPLETED OPERATION, ETC, ADEQUATE FOR THE PURPOSES •,t n O 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO r,'K r ( ••' t;s. 0 (� ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. jv JURISDICTION, 1 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ( 'r, ``' 'Y*r '` ''^ D 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB SITE DURING THE � � ' r*� Q U WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THE CONTRACTOR SHALL STOP WORK AND NOTIFY' AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ENGINEER, SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HE WORK HE SHALL ASSUME ALL HEALTH ADMINISTRATION,THI5 SMALL INCLUDE, BUT ARE NOT CONTINUE WITH T LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, , SHEET NAME RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY f ,,,. '` •#•i?��;' -, � ,�.1-;;`. D SHALL BE ' - .,'" p�• " E A-3G AN WELL AS PERMANENT 5. ALL STRUCTURAL STEEL SHALL B SCAFFOLDING, STAIRS, ETC., AS WE = , , _'' ` ER / p FABRICATED AND INSTALLED AS PER LATEST A.I.S,C CONSTRUCTION. rTfpt COV SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE G. ALL ELECTRICAL WORK SHALL BE BOARD OF FI RE DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING ,•-F IT;; UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. CONDITIONS, EACH CONTRACTOR SHALL VERIFY EXISTING NYS CODES t REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND E , 4 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. DRAWING SCALE OF THE ENGINEER WILL NEGATE THE ENGINEER'S "f f u.Y CONSENT 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CERTIFICATION OF THESE PLANS, N T.S. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON �,t . I� :,. ���. 8,THESE DRAWINGS AS IN5TRUCMENT5 OF SERVICE ARE AND "- Y, -,, A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14.AT THE COMPLETION OF WORK,THE 51TE 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 15 TO BE COMPLETED TO THE F+r "br, SHEET NUMBER EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 9, CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. AERIAL VIEW PV— I EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF MIS WORK. LEGEND DESIGN E DRAFTING BY- EXISTING UTILITY METER JAMIE MINNICK MAIN SERVICE PANEL NABCEP CERTIFIED C�y ONEW PV LS 051 112-129 O '�� ® A/DISCONNECT COMBINER INVERTERS a 0 GND ELECTRODE REVI51ON5 �0. O DE5CRIPTION DATE REV iL PV MODULE ORIGINAL 03.27-2018 ,(n�'Oo 1 Q —RACKING RAIL v' q0% Oo REVISED 05-08-2018 O, O ATTACHMENT POINT ---RAFTERS -*–ROOF PITCH ANGLE 5"°SUNRUN METER ®VENT OPLUMBING VENT ®SKY LIGHT ®CHIMNEY CONTRACTOR COMPOSITE SHINGLES GOOD CONDITION 1 POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 50UND AVE MATTITUCK, NY 1 195 LICEN5E #43889-H LICEN5E# 52689-ME PROJECT NAME J Ln m (nw � 22' _ z 71.10" R/ _ x Z ° ' a O I ` W LLJ > rLn `! 42'-I 'l T"�J O a 9 36"x 36"GROUND ACCE53 TYP. O 71'-10° vlj = U i • e a 36°x 30I ' 1 GROUND AGCE55 TYP e E SHEET NAME SITE PLAN NEW y y�P� 3CIgN 0 DRAWING 5CALE O s N .T.5. nm2s�O OB0835'1 aSHEET NUMBER ARopessiOr0� P V—2 •i ` S CONSTRUCTION NOTES ARRAY#I 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 38 MODULES DESIGN s DRAFTING BY, MANUFACTURER'S INSTALLATION IN5TR CTIONS. 30°PITCH JAMIE MINNICK �° . ALL OUTDOOR EQUIPMENT SHALL BE INTIGHT WITH MINIMUM NEMA 3R 123°AZIMUTH NABCEP CERTIFIED RATING. 3.)ALL LOCATIONS ARE APPROXIMATE AN osI 112-129 REQUIRE FIELD VERIFICATION. I 31_9411_ 1 1-611 REVISIONS 18°FIRE SETBACK RIDGE DESCRIPTION I DATE REV I _ ORIGINAL 03-27-2018 REVISCD OB-08.2018 m i - I - 1 gin w 3 ,�� NEW 1'p FAn I I 1 $fli _T SCLgN I N ----- ----- - FEEtj� ------- - I CONTRACTOR / 2s6p DB0935 aG� 1 - ARoFesslor I I ELEMENT ENERGY, LLC. IT Jl[�# 7470 SOUND AVE MATTITUCK, NY 1 195 LICENSE #43889-H 1 LICENSE # 52G89-ME \3(sil PROJECT NAME x 30 GROUND ACCESS TYP. ARRAY# 1 2 CONSTRUCTION SUMMARY(72) LG 40ON2W-A5 PV MODULES J L17 (2)5OLAREDGE 5E7000A-U5 INVERTERS J (� (1)SOLAREDGE 5E 1140OA-U5 INVERTERS (142)ATTACHMENT POINTS @ G4"OC MAX. W G (494.5)LF IRONRIDGE XRI 00 MOUNTING SYSTEM. Z _ �.� 2 ROOF TYPE = ASPHALT SHINGLE, o° ARRAY#2 Q } 34 MODULES X30*PITCH z moo O 123o AZIMUTH O LL! Q w U °o \ r nn 0o c� ° — J Ln V °0 0 18"FIRE SETBACK RIDGE "J O -- — — 1 — --- — — — -- r — _ O = LEGEND 1 G NO UTILITY METER { ®MAIN SERVICE PANEL i 11 DILI NEW PV SUB•PPNELS T # lot EXISTOW1p T OMBDINER NNECT INVERTERS ® GND ELECTRODE D 7 - - - _ _ L _ _ _ _ _- _ N :IRTM PV MODULE ilia 7< ` �I SHEET NAME RACKING RAILEE I ' ROOf DETAI O ATTACHMENT POINTFT ---RAFTERS O 4-ROOF PITCH ANGLE O 1 1 SUNRUN METER o_ DRAWING SCALE ®VENT = 0PLUMBING VENT 31_211 N . 1T .5r ®SKY LIGHT ®CHIMNEY I COMPOSITE SHINGLES -�_---1 SHEET NUMBER POTENTIAL SHADING ISSUES GOOD CONDITION P TRIM/REMOVE AS NECESSARY 31_9311 V_3 - 4 CONSTRUCTION NOTES LEGEI D DESIGN€DRAFTING BY: 1 .)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING UTILI Y METER JAMIE MINNICK r1 MAIN SERVICE ANEL MANUFACTURER'S INSTALLATION IN5TRUCTION5. O, O°?I NABCEPCERTIFIED ER NEW PV SUB- ELS 051112-129 2.)ALL OUTDOOR EQUIPMENT 5HALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. a�0, O ' A/C DIC NN CT COMBINE3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. INVERTERS�� REVISIONS O° � � GND ELECTRO E 0 r�7,ftPV MODULE DE5CRIPfION DATE REV 1 ARRAY# 3 CONSTRUCTION SUMMARY (� OR ORIGINAL G3-27-2GI9 ( • OO�0 � �O° �RACKING RAIL REVISED 05-08-2018 (I 35) LG 40ON2W-A5 PV MODULES O° �O° (4)50ALREDGE 5E 1140OA-US INVERTERS �� of NEVIr y0 o ATTACHMENT olNr (222)ATTACHMENT POINTS @ G4"OC MAX. 5�P SCIA ---RAFTERS (470.2) LF IRONRIDGE XRI00 MOUNTING SYSTEM. v --ROOF PITCH A JGLE ROOF TYPE = CORRUGATED STEEL SUNRUN METE r ®VENT J n (V� O PLUMBING VE ZF °@0935 1 O\� ®SKY LIGHT O pPpY 6� ®CHIMNEY CONTRACTOR O FESSION COMPOSITE S INGLES GOOD CONDITI N �TRIMNR MOVE AS NECESSARY ELEMENT ENERGY, LLC. ARRAY#3 7470 SOUND AVE 13518 ODPITCHLES MATTITUCK, NY 1 195 123'AZIMVM LICENSE #43889-H `1' F71 LICENSE# 52@89-ME ' , //.•:/; .�:. /,. .�, - � - .- .,. .J, 'IB'FIRE ACKQ RIDG2' / ,i: ;. - - / i ", �' / 'n ' - - - - - - - - - - -- - -- -- - - - -- - - -- - - - -- - - - - - - - -- - - - PROJECT NAME - - - - U Ln - - I I I i r Q xLL- z 6 44-H4 Ln U - X, m 0 (Z [� Z - O U I TR F- 1 Q D - 1E-rr - I3E - % - -- -- - - SHEET NAME Ham - -- -- - - - -- - - � ROOF DETAI .• :, 2 ,'/ DRAWING SCALE f 3G" x 3G" GROUND ACCESS TYP. 31-G2" N .T.S. SHEET NUMBER PV-4 LOAD CALCULATIONS ARRAY#I ARRAY#2 ARRAY#3 Module Wel ht 47 84 Lbs 47.84 Lbs 47 84 Lbs ITEM DESCRIPTION ARRAY#1*2 ARRAY#3 DESIGN E DRAFTING BY #of Modules 38 34 135 To t-Bottom Chords 2x 12 D-FIR 90"0.0 2x 12 D-FIR 90"O.0 JAMIE MINNICK Total Module Wel ht 1818 Lbs I G27 Lbs 6458 Lbs (D) Deckin 5/8"PLYWOOD 5/8"PLYWOOD NABCEP CERTIFIED Total Lenioth of Rall 2G0 Ft 234.5 Ft G91.5 Ft (W) Webbin 2x4 D-FIR 2x4 D-FIR 051112-129 Rall Wel ht per Foot O.GB Lbs 0 G8 Lbs 0 G8 Lbs (P) Purlins 2x8 D-FIR @ I G"O.C. 2x8 D-FIR @ I G"O.C. Total Rall Wel ht 176.8 Lbs 159.5 Lbs 470.2 Lbs IPitch 30' 18° REVISIONS #Attachments standoff 70 72 222 1San Width I G8" 330 DESCRIPTION DATE REV Wel ht per standoff 2 Lbs 2 Lbs 2 Lbs of NEW y ORIGINAL 03-27-2018 Total Standoff Weight 140 Lbs 144 Lbs 444 Lbs ser oRt REVI5ED o5-08-2018 Total Arra Wei ht 2134.8 Lbs 1930 5 Lbs 7372 2 Lbs `'v�G A'�o� (P) 2x4 PURLIN- Point Load 30 5 U951 2G.8 Lbs 33.2 Lbs Total Array Area 852.7 S Ft 785.1 Scfft 3029.7 5cl Ft Array Dead Load 2.5 Lbs/Sci Ft 2.GLb5/S Ft 2.41-bs/Sq Ft (R) 2x 12 TOP CHORD @ 90" O.C. ZsFp °60935-'% pROFessio (D) g" PLYWOOD CONTRACTOR ELEMENT ENERGY, LLC. As per ASCE 7- Method 1: 0(fi G-2) e - 7470 SOUND AVE I MATTITUCK, NY 1195 P net= Kzt I Pnet30(e G-2) Kzt(sec G.5.7) I ne a e - # LICENSE # 43889-H CLIMACTIC AND Ground nd Speed Live load, Point Max fastener LICENSE# 52689-ME GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib, rails, in. (R) 2x 12 BOTTOM CHORD Roof Section A # 20 130 # 4G8 5/1 G"x G"Stainless Steel G4" @ 90" O.C. 5 # TYP. TYP. # TYP. Lag Bolts # (W) 2X6 WEBBING TYP. PROJECT NAME For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. U In a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural __J m requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as 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 LOAD BEARING WALL LU 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 withzQ — the minimum depth of footing below finish grade. ROOF FRAMING DETAIL n J 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 — Q z subterranean termite damage. IL X 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 � O �l category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. MODULE MOUNTING CLAMP 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 W International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience SOLAR MODULE as determined by the building official. co O f. The junsdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. 5TAINLE55 STEEL 3/8" O (\ _ 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 U 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, CD �— as amended or revised with: R I.The accompanying Flood Insurance Rate Map(FIRM), NRIDGE ALUMINUM RAIL Q U ii.Flood Boundary and Floodway Map(FBFM),and = 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. 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 AL 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:' 5Tp I I CTIED A 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 I\lJ V FVAL 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)." 5/16"x G"ST LE55 k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic STEEL OLT WITH 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 2 1/ ' IN THREAD DRAWING SCALE P table. ETRATION SEALED 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 WITH GEOCEL 4500 AS NOTED (EQUIVALENT OR BETTER) of the table with"YES"and m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-bome debris wind zone(s).Otherwise,the jurisdiction shall 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 SHEET NUMBER 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 FV-5 above 1000 feet. (") See Figure R301.2(4)B. MOUNTING DETAIL 12 I INVERTER(OTY 3) TO UTILITY GRID DESIGN t DRAFTING BY: sOLARtcet 6e7cNa`J6 2A0 vN: SLI ,L2 N JAMIE MINNICK .7 A , ,VS%l cDTekc, G- rRONT MAIN BLDG.PHOTOVOLTAIC ARRAY SUMMARY NNA 3r.UL 119tt0 1ATPRNAI G°CI amm sm" 9TRIMp OV&ARRAYIuv n , NVERTER I.D. BI-DIRECTIONAL MOD=MODOG6. LEN- Ott aW fONtR 1D.A o UTWTYMETER NABCEPCERTIFIED ' L�NURLvn. 1o,D z 1u lrmw I I.PHASE,240 V 05 051 1 12-129 G r3i G it - -1 3w WANN>Vr n, 1- 2 ID 1-11 Z LI'L2 N 3, 13LN Yr ' i i i I REVISIONS 50LARLOAD C¢NTCR#I L ro,vr er ln}:�oNra�a;u ve5CRIPnON DATE REV L- ---- R I 11 9C D 240 MAL•ANA reR N"C 24p 21(N)(1I•GLO row 1 - G - nPMA3C NL6Z0 I I --- -1 AC DISCONNECT 1zh,^i+Cr ra•mv�u crs ORIGINAL 03-27-2018 '21'O A 1 PQEi UAn R9 I IM[GRArep ," I (H COA2 tOL^9U'A PQMAB VA^,•ACOA 6NALL NOT t4:e_p 10IT I 2 •• 10 I 2 • • 9 I Iatz=Ner - I eulconzrcu eRrn<tR Neh+aat mu62O REVISED 05-08-2018 A I IUL 1741,WWA3R i (2)AN A 11F_t9 MNN6tRVICPa6(.CNht�• --'-e.Ov ANA STRING I STRING 2 LI b LI LI STRINGS 3 6 4 ARE G G i I L2 1 L2 2 IOCNTICAL AND N ••• CONNECT ••• /-� I A (SECOND 12 tJUMBER2 = r T © I G , TOINVER ER NUMBER `,J I N ------------------ - a LI L------------ G j L2 G G Gti I ______________________ __ _ I I I I I I I c A � � LI LI I I 2 2 1-2 L2 I I IL ❑ I MAIN SERVICE PANEL I L__--_ M avr CONTRACTOR I G _____________________________________ G I zAa vnc i INreORAreO _____ I N AOpA I 2F• 121 1 2 ••• I I I I x mSCONNrcT I _ I IM1741,h4MA 3R , r_______ 1 eOA I G - T STRING STP114GG I i YA"16A'v'r' n ELEMENT ENERGY, LLC, I EXISTING 7470 SOUND AVE G G � G _- L_________J � ELECTRODE SYSTEM 6aacx;srl,4wALa 1A0 vrc -L- MATTITUCK NY I 1952 I 2 • I I 'i v:"ke�`2tl`t°pr '"�° LICENSE#43889-H I STRING 7 I LICENSE# 52G89-ME ' I • I I REAR LARGE BARN PHOTOVOLTAIC ARRAYSUMMARY INVERTER(CITY 4)6ouR !6e 11ANA us,240 va: i STRN0 STRING STRIh^. r.,9ARRAY INV, 0f 1% ftltptrPlG- I OF NEW OW f2R IDA MCOM MOOtL ICN C1Y NVERTER I.D.# PROJECT NAME 3:OON g p SC/gCONDUIT SCHEDULE3coDw 2 �J I `9 CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUIT CONDUIT r 1 1n LGANv<vi na ,2.1.11 3 3A 13ao0w 3 FRRIG G G N i I.D. ORIGIN �.J I DESTINATION QUANTITY TYPE SIZELn 1011 Lr.,NN2W as IHI+II 3 33 132 w 4 I I I 1 I 6PTeE7UK �v/•� I I 2 I ' STRING INVERTER 14 I-I/2° �f "J I I T I I 11 I 0� �!(/ INVERTER�® SOLAR LOAD CTR#I 9 PVC 1-1/2- - .1/2' ,^ W V-J I L__-__ SOLAR LOAD CENTER#2 I lJ , r 1 G --- --1 sppzA0vx.3NA I 2 �[� ', INVERTER® SOLAR LOAD CM#1 9 PVC 1-1/2' I I mTeGRArep I u:MA 30.uL Lrzmp I I tS A O SOLAR LOAD LIR.#I UNE SIDE TAP 3 PVC 3' i 2 •.• 12 LI 2 I•.• I I I I GC PSCONhTCT I (A1 60 A 2 r0'2 L4u•M[R4 I �O �D935- a ,1 V.1741.N[MA SR j I ) ARO w\- (((�����/ I I I WIN ISArusa i I FESSION 'T STRING INVERTER 24FREE AIR 2' Q STPIHGI STRING 1 I- ------- OR EMT --G ----� c G ! I .z INVERTER®Q®Q SOLAR LOAD CTR.#2 12 PVC P. 77 i I r' N SOLAR LOAD CrR.#2 50LAR LOAD CT"I 3 PVC 3' O L 1 2 .R. 11 ® 2 JF 1/�' I G 5TRING5 4 THROUGH 9 - _ W ARE IDE:TICALAND 9TRING3 G G G N 2 1 L_--_--- G -- U ••• CONNECT ... �_ TO INVERTER �/'� GNUMBERS i i i I I WIRE SCHEDULE L / (n I I c,A CURRENT co O jI I CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CARRYING ( ) N tJ CONDUIT PILL CONDUCTOR GROUND GROUND GROUND TYPE AMBIENT Tl'JvIP ESTIMATED VOLTAGE I.D.# ORIGIN DESTINATION SIZE CONDUCTOR DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TEMP DERATE D15TANCE DROP(%) O ' I I L-----• --=- ------ -- s1p.I6t3xz.JT3.J I I G _ _-- G QUANTITY 910.16(83 i 1NreGL ON I STRING INVERTER AWG#8 14 0,5 U5E-2/FV Wire AWG#8 1 BARE Cu 70-C OAS I I O Fr 0.5% 0 t�-- Til I 2 • • I I I I a a6coNhxcr 1 I I uL 17n,ueMa 3a INVERTER 00 SOLAR LOAD CiR#I AWG k6 4 0,8 THWN•2 AWG#8 I THWN-2 Cu 45aC 0.87 25 IT 0,G% v 1 ivnrn is AzusfS THWN-2 CU 45aC 0.87 IS IT O.G% "`- 5TRIHG 10 STRING 1 I I I IJ } INVERTER© OLAR LOAD QR#I AWG#4 2 0.8 THWN-2 AWG#8 I 50LAR LOAD CTR#1 LINE SIDE TAP GOO MCM 3 I THWN-2 AWG#1/0 I THWN-2 CU 45aC 0,87 I O FT 0 696 I 2 •�• II ry STRING INVERTER AWG#G 24 0.45 U5E-2?V Wire AWG#8 1 BARE Cu 70-C O.G5 I 1 O FT 0.8% INVERTER®®®2)30LAR LOAD CTR#2 AWG#2 a 0,7 THWN-2 AWG#8 1 THWN-2 Cu 450C 0,87 15 PT O,G% STRING 12 r 50LAR LOAD CTR#2 OLAR LOAD LTR#I 300 MCM 3 I THWN-2 AWG#6 1 THWN-2 CU 45aC 0,87 220 PT 2% SHEET NAME ELECTRICAL NOTES , 1.)ALL EQUIPMENT TO BE L15TED BY UL OR OTHER NRTL,AND LABELED FOR 1T5 APPLICATION. CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3-LINE DIA. 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90QC WET ENVIRONMENT, #I PV Source Circuit Wire Ampacity Calculation #5 PV Source Circuit Wire Ampacity Calculation CONFIGURATION 3.)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY [NEC 690,8(B)(I)]:(Isc)'(#of strings)'(I.5G) = 17.14 A [NEC 690,8(B)(1)]:(Isc)'(#of strmg5)'(1.56)= 17.14 A TO,AND LOCATED AS CL05E AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY, AWG#8,ampaclty'Temp Derate= 17.875 A AWG#G,ampaclty'Temp Derate=21.9 A Modules per Strin 12(MAX) 4.)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL 17.875 A> 17.14 A,therefore DC wire size Is valid. 2 1.9 A> 17.14 A,therefore DC wire size 1s valid. Modules er Inverter 34(MAX) III COMPLY WITH NEC 110,26. #2 Inverter Output Wire Ampacity Calculation-Inverters:#I t#2 #G Inverter Output Wire Ampacity Calculation-Inverters:#4 through#7 Number of Inverters 7 DRAWING SCALE 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS.CONTRACTOR SHALL Inverter Max Amperage output•(1,25)=39.5 A Inverter Max Amperage output'(1.25)=59.4 A Record low temp -I OQC FURNISH ALL NECESSARY OUTLETS,SUPPORTS, FITTINGS AND ACES50RIE5 TO FULFILL AWG#G, ampaclty'(Temp Derate)'(Conduit FIII Derate)=52.2 A AWG#2, ampacity'(Temp Derate)'(Condult FIII Derate)= 79.17 A Voc Temp Coefficient -0.2G%G/QC APPLICABLE CODES AND STANDARDS. 52,2 A> 39,5 A,therefore AC wire size Is valid. 79.17 A> 59 4 A,therefore AC wire Size Is valid. 6.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, DC SYSTEM SPECIFICATIONS N .T.5. #3 Inverter Output Wire Ampacity Calculation-Inverter#3 #7 Combined Inverter Output Ampacity Calculation THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY, P P tY O eratin Current 17.14 A (Inverter Imp)'(1,25)'(#of inverters)=59.4 A (Inverter Im )_ 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. p)'(I.25)'(#of Invertere 237 5 A Operating Volta a 350 V 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE PRAMS AND MODULE AWG#4 ampaclty'(femp Derate)'(Conduit FIII Derate) = GG,I A 300 MCM ampaclty'(Temp Derate)'(Conduit FIJI Derate)=247.95 A 66.I A> 59.4 A,therefore AC were Sze 1s valid 247 95 A> 237.5 A therefore AC were size is valid. Max.System Voltage 500 V SHEET NUMBER SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. Short Clrcult Current 15 A ` / 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEK LUG #4 Combined Inverter Output Ampacity Calculation OR I1-5CO G5L-4D5T LAY-IN LUG, (Inverter Imp)'(I.25)'(#of inverters)=37G I A AC SYSTEM SPECIFICATIONS 10.)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative)OR THE DC SIDE OF THE 600 MCM ampacity'(Temp Derate)'(Conduit FIII Derate)=413.25 A Max AC Output Current 376,I A PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC 690.35. 1413.25 A>376.I A,therefore AC wire Size is valid. Operating AC Voltage 240V-