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u:=- Town of Southold 2/24/2021 P.O.Box 1179 0 o ! 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41829 Date: 2/24/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2750 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-44.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2019 pursuant to which Building Permit No. 43404 dated 1/18/2019 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 one family dwelling as applied for. The certificate is issued to Lojac,Peter&Menegassi-Lojac,Femanda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43404 12/11/2019 PLUMBERS CERTIFICATION DATED Authonz�ed SiSignature of BI4,e TOWN OF SOUTHOLD Pk BUILDING DEPARTMENT 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#: 43404 Date: 1/18/2019 Permission is hereby granted to: Lojac, Peter 195 Skunk Ln Cutchogue, NY 11935 To: install roof-mounted solar panels on existing single-family dwelling as applied for with flood permit. At premises located at: 2750 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-44.1 Pursuant to application dated 1/14/2019 and approved by the Building Inspector. To expire on 7/19/2020. Fees: SOLAR PANELS $50.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $300.00 B 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: 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 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 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. 1 A/U11 New Construction: Old or Pre-existing Building: 7/ (check one) Location of Property: a7SU h]/'hnetiahQ Sou ��lcitdV�-1 11935 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision I Filed Map. Lot: Permit No. O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF sovP�®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �► • a� sean.devlina-town.southold.ny.us ®lyc®UiVT`i,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Peter Lojac Address: 2750 Minehaha Blvd city,Southold st: NY zip: 11971 Budding Permit# 43404 Section 87 Block 3 Lot: 44.1 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 X Indoor X Basement Service Only X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A 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 Combo SD/CO Other Equipment 46- Roof Mounted Photovoltaic LG335NIC-A5 Modules, 46- Enphase IQ7-60-2-US Micro Inverters, 1- Load Center w/ 3- 220 Breakers and 1-AC Disconnect w/ 60A Fuse, 10 Kwh - Notes. Battery Storage, 200A DC Disconnect, 50A Disconnect in Panel and 2-220 Breakers in Panel for Panel Disconnects Inspector Signature: Date: December 11, 2019 S Devlin-Cert Electrical Compliance Form As "02,7 56 /41 TOWN -OF SOUTHOLD.BUILDING DEPT. 765-1802 INSPECTION - - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING" [ ] FRAMING /STRAPPING [ ] FINAL [ ']- FIREPLACE & CHIMNEY [ ] .FIRE'SAFETY INSPECTION [ 1 ,FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I INSPECTOR LuIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court-Smithtown,NY 11787-3011 -(631)543-2953-:'fa)f'(631)--543=I526'% "7 Call.631-747-7497 E-mail:Ics4d(5aol.com "' , Saturday, March 14, 2020 FEB 2021 Town of Southold T- 53095 Route 257 PO BOX 1179 Southold, New York 11971 Re: Certification Letter- Forty-six(46)330 W PV Roof Too Solar Panel Amay, 1&41 MN Total Output for Lolac Residence—2750 Minnehaha Boulevard Southold, New York 11971 1 have reviewed the solar energy system installation in the subject topic on 02/29/2020. 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 Residential Code, the 2017 NYS Supplement to the Uniform Code, ASCE 07-10 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, J/) Luigi Claudio Sciandra. Professional Engineer NEW y�v`G`C S % kt.1, a 5A FESSIO FIELD INSPECTION REPORT DATE COMMENTS .b FOUNDATION (1ST) ...................................... 'FOUNDATION (2ND) � �O rn ROUGH FRAMING& PLUMBING ® y t 1 INSULATION PER N.Y-. i �y STATE ENERGY CODE i f , FINAL i ADDITIONAL COMMENTS t f r•. 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 South oldtownny.gov PERMIT NO. 4301 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Q� Flood Permit Examined L u ,20A Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c l e r•,�ti i- h�,� Phone: to 3 1 —77 7 99 3 Expiration 20 JAN l- JA�� 1A�PkWA FOR BUILDING PERMIT Date �44 A , 20 ` °v r" INSTRUCTIONS TO o i�04T?SOUTHOLD 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 throughodthe 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 completedwithin 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. 42 (Signature of applicant or name,if a corporation) 7,y7D 5_octnoJ 19Ufr bia--ff;f ek ,pil (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C,On tr-ac - O-, r- �t°e-4-Y,1 e 1 z h / 1 Aye Irt Name of owner of premises P•e'Fer Q mot Fe r vl ot-n d a- L_._•o 'ac (As on the tax roll or Idlest deed)* If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 6-9,40.9lfl_!MF Other Trade's License No: .� 1. Location of land on which=proposed;work,will be done: `v`.dA. j c�u� Leo l VU H 19 House Number Street Hamlet County Tax Map No.-1000 Section '' Block 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 T1'e s L oP �-h t I'a t b. Intended use and occupancy s I d L-"'F I 'a.- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 5o6, PI) Sy,s+-a.- 1 f i+t a» (Description) 4. Estimated Cost Fee (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 r-Number,of Stories 8. Dimensions of entire new construction: Front i Rerp De th 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 Loo-OL e (31 A 5o u-tLc)lb 14. Names of Owner of premises I9efer-�- 6-nna-a0.- Address a 76-6 h-),nne LAa Phone No. Name of Architect Address Phone No Name of Contractor U lem eht 4 LL C Address 7 y ro Svca h,,p Y-I-ue. Phone No. 6-;)- '77q- -7 9 5;',?- 1'>1a.H,rt-ue_(c, dU'( 1196-P 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_Sa C�.� M l Ll-tA m_ LAwT-btJ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the L1 C I bZ-.. (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 NOTARY PUBLIC-STATE OF NEW YORK Sworn to before me thi No. O1 MA4676634 —R-4A day of be,- 20 /IF Qualified In Suffolk County f iv commission Expires Mcich 30, 20.= Notary Public rSignature of Applicant BUILDING DEPARTMENT- Electrical Inspector i >� p TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ►ol,. ,,, Telephone (631) 765-1802 - FAX(631) 765-9502 roper.richertO-townsoutiiold:r--LJ1 APPLLCATION FOR ELECTRICAL INSPECTION _ - - - - r - - - - - - -- Date:. ----__-- i REQUESTED BY: Company Name: C i t _ r L Name: c�h, V7-1 C-1-1c License No.: 1_ ���_�9_-j�+ - - email:_ Yp, e 2 s •c o" Address: _- 7 U S oc-nd Q H;� Phone No:: I _ 779 7.4�� ---- -- - - _ -__ - - - - -- JOB SITE INFORMATION: (All Information Required) Name: I0�-�er ,- P eh v% cznc��- L Address: 5--D -- Cross Street: - Phone No.: 1, 3 (- ,7-1q- 7q f S - - - -- - -- - - - Bldg.Permit#: _ email: M ka w- :o v, - I' - - _ - - ; Tax Map District: 000 Section: — `7 Block:- _ _- _ _ Lot:_ i _ -- BRIEF DESCRIPTION OF WORK(Please Print Clearly) t�.cna� SoLa� til syS`��M vl b� LC4t 3 �IIC-?�5 Py MOL�VtS (33�vaA�S_ Oto .�nlPNihS�. _�Q'1 -V0-2-_US tv►�crzv tr cJ�-nr¢.S ,G 1 �D WI ZDa 8pu6L ALE- -&ab 6)Ae-MSL. wl (DOA FOCS; Circle All That Apply: Is job ready for inspection?: YES /® Rough In Final Do you need a Temp Certificate?: YES /�D Issued On Temp Information: (All information required) Sorvice°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: - --_ - - - -` PAYiVIENT_D-UE"WITH-APPLICATION ------ry - 82-Request for Inspection FormAs I I Obi pE SOUjy®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ BUILDING DEPARTMENT TOWN OF SOUTHOLD December 30, 2019 Element Energy 7470 Sound Ave Mattituck NY 11952 Re: Lojac, 2750 Minnehaha Blvd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy Note: Engineer's Post Installation Certification letter still needed. c (� L' V Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT -43404- Solar Panels 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 A = ^^"^^^ 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-I WWW.NYSIF.COMICERTICERTVAL.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 1�® DATE(MM71201 ��(.►(,J� CERTIFICATE OF LIABILITY INSURANCE 7/zo/z0ls THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). C TAC PRODUCER NAME: ROBERT S.FEDE INSURANCE AGENCY PHONE FA No 23 GREEN STREET,SUITE 102 E-MAIL ADDRESS: HUNTINGTON,NY 11743 ROBERTS.FEDE INSURANCE INSURERS►AFFORDING COVERAGE NAIL# INSURER A: INSURED INSURERS:STATE INSURANCE FUND Element Energy LLC INSURER C:AMTRUST NOR 1H AMERIUA ELEMENT ENERGY SYSTEMS INSURER D: 7470 SOUND AVENUE INSURER E: 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 ADDL SUBR POLICY EFF POLICY EXP LIMITS L•I TYPE OF INSURANCE INSD VW6rVD POLICY NUMBER MMIDD MMIDD COMMERCIAL GENERAL LIABILITY X CL00274149 7/14/2018 7/14/2019 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F1 OCCUR PREMISES Eaoccurrence $ 100,000 A MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GEMLAGGREGATELIMIT APPLIES PER, GENERAL AGGREGATE $ 2,000,000 POLICY❑JEC F]LOC PRODUCTS-COMPIOPAGG $ 2,000,000 $ OTHER: OAUTOMOBILE LIABILITY Ea accciiden 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.cadent UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION #24494445 X STA UTE ER AND EMPLOYERS'LIABILITY YIN 7/14/2018 7/14/2019 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA 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 WDLI0279340 7/14/2018 7/14/2019 _F1 DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,maybe 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 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Robe-FtS. Fe" Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD . r T. TERRY f= _'y �G I un hall. S lllUS �•I�►►► N � .� • r o- nor 117a TOWN CLERKr'' C ' ,�'� Snwhcrlll Nc%.• Turk r Izk clsfnnR or VITALsrnTlslIcs F�> (S 1(,1765.I R 2 MARRIAor-.Orr1CI.R _ Tcicphonc (51(11 7(15. 1 RECORDS MANAGEM ENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE Or THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit l�cpplication" [FDP(93) ) , and 'Certificate of Compliance fir Develcpment in Special Flood Hazard Area (C/C(93)] . TOK4 OF SOUTHOLD /Jd/th T . Terr Y Southold Town Clerk -- -- -- -- ----- August 25,1 9 9�—------- -- —---- APPLICATION f PAGE I of 4 TOWN OF SOUTHOL.D FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sig-0- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements arc made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if i,o work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. .. (APPLICANTS SIGNATURE) // DATE Z2 (SECTION 2: PROPOSED DEYEIOPl- ENT (Tr-,-be completed by APPLICA-b'D NAME ADDRESS TELEPHONE APPLICANTC &WIAI LU 141D Sot*jr>kt NIDWgJCL N IASZ j•"'"199A BUILDER E�CAW54T ,Mo`-rrrrtxY., 1�1�Z bbl•�'f�-'t ENGINEER fulfil SGMff S�v�1E,SL�yA�I SM1'T�`TUvJ�1 1rT11 te31.543-Z9�3 PROJECT LOCATION: To avoid delay in processing the applicadoa, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest inlcrsccting road or well-known Landmark A skelcb attached to this application showing the project location would be hclpfW. g1so N111-►,sCV3.A-+AA 0Wt,,I smsi-loci, FI-i 1�1q�S c ?271 3t_c ctz 3 L.arl` 474A FDP(93) t � APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check ad] appbuble boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure []"Residential (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) M"Alteration ❑ Non-residential (Floodproofwg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DcmdUtion' ' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling O Grading Cl Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including.Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roaf), Street or Bridge Construction t ❑ Sub�djvision (New or Expansion) / / ❑ [dual Water or Sewer System G Other (Please Specify) After completing SECTION 2, APPL[CANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION fTo be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated Thr, Proposed Development: ❑ Is 140T located in a Special Flood Hazard Area (Notify the appUcant that the application review is complete and NO FLOODPLAIN DEVEL)OPMENI' PERMIT IS REQUIRED). ❑ Ls located in a Special Flood Hazard Arca. FIRM zone desigpation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Uoavailablc ❑ The proposed dcvclopmcnl is located to a floodway FBFM Panel No. Dated ❑ See Section 4 for additional instructions SIGNED DATE : APPLICATION 4 PAGE ] OF 4 SECTION 4 O.DDfTIONAL fNFORMATION REQUIRED (To he completed by LOCALADMTNISTRATORI The appbcant must submit the documents checked below before the application can be processed: ❑ A site plan_shoN Mg the location of all crossing structures, water bodies, adfaeeot roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where appbcabie: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor, details of floodproofing of utilities located below the First floor and details of enclosures below the first floor. Also Cl Subdivision or other development plans(If the subdivision or other development oxceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new FiII elevation Ft. NGVD (MSL). ❑ Floodproofulg protection Ievcl (non-residential only) ht:NGVD (MSL). For floodproofed structures, ippUcaot must attach certification from r.i-gislered engineer or 11 - architect. / ❑ Certification from a'registercd engineer that the proposed activity in a regulatory floodway will not result in anY increase in the height of the 100-year flood. A copy of all data and calculations supporting this Finding must also be submitted. ❑ Other. SECTIONS PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A- O Ls B. ❑ Is not in conformance with provisions of Local Law 19_. The permit u issued subject to the conditions attached to and made pari of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Dcvclopmcnt Permit upon payrneo( of designated fee if BOX B i5 checked, the Local Administrator will provide a written summary of deficiencies, Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of AppcaJs • APPLICATION PY PAGE 4OF4 APPEALS Appealed to Board of Appeals? O Ycs O No Hearing dale: Appeals --- Appiovc;0 01 Yes Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of ComDlianCe is issued The following information must be provided for project structures. This section must be completed by a registered profcssion.al engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal Hieh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 1 L Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL). NOT Any work performed prior to submi(tal/of the above iaformation is at the risk�[ the Appl;.'a /� f J SECTION 7• COMPLIANCE ACTION (To be comolc(ed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete (bis section as applicable based oo inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Comph-occ issued: DATE: BY: { Attachment B i BAMP,LE j CERTIFjICATE PF COMPLIANCE / Area For Development in a Special Flood Hazard TOWN OF SOUTHOLD 1 CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (()WrNRR. MAST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING 0 VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLLA..NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, A.S MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93) LUIGI CLAUDIO SCIANDM, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953•fax(631)543-1526 E-mail. lcs4d@aol.com Thursday, January 03, 2019 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Forty-six(46) 330 W PV Roof Top Solar Panel Array. 15.41 kW Total Output, for Loiac Residence—2750 Minnehaha Boulevard Southold, New York 11971 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 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 a single layer of asphalt shingles, '/"plywood decking, 2"x8" Douglas Fir rafters at 16"on center,2"x8" Douglas Fir ceiling joists at 16"on center,with 70 roof pitch for array#1. Our review of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. 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. 1 Solar Array#1 dead load: 2.8 lbs/sq. ft. Total Weight of Array 1: 2394.1 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 supportthe 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, 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 information,do not hesitate to contact me. Sincerely, igi Claudio Scia dra, P. E. of NEw YO g JAG`C.SCIq�O,p�'f V 4 060935-1 pROfiESS10NP� 2 APPRVEDAS NOTED DATE: B.P.# `3 RETAIN STORM WATER RUNOFF FEE: D° BY: s PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING_INSPECTIONS: ',a,F,•g 1. FOUNDATION - TWO REQUIRED _ w 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 YORK STATE. NOT RESPONSIBLE FOR 9NSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -seHeL-awze� FLOOD ?QN �, g 0ARC ,silk A N C A °TER 1.48 4QUTHGI,949VVN-TRUSTEES ;L(%DD,'4iAAGLc, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY SCOPE OF WORK DE51GN d DRAFTING BY - - s �• ,.— - E� JAMIE MINNICK TO INSTALL A 15 41 KW SOLAR PHOTOVOLTAIC(PV)SYSTEM AT THE LOJAC RESIDENCE, f4 -' {� J. NABCEP CERTIFIED LOCATED AT 2750 MINNEHAHA BOULEVARD IN SOUTHOLD, NY 1 1971 051112-129 THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED # WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENTaij4 „r' DE5CWTONVISIO DATE REV SYSTEM RATING ,� S"'°;l , � Ra,, {" ' , ` _ - _ -- ORIGINAL 9.20-2018 15.41 kW DC STC %.<�' ®` P�,E�•- �� ' `L�' 1 - - - - ,- � >..vcS ,, r--� � , � � ,- .` ` `; ,; • - dei '-- ;' •- - ,,, EQUIPMENT SUMMARYj – W fi " ` �,; nQay"ewRd - . �° 4G LG ELECTRONICS LG335N I C-A5 PV MODULES 46 ENPHASE IQ7-60-2-U5 MICRO INVERTERS IRONRIDGE XR100 MOUNTING SYSTEMCONTRACTOR - — '' �° --�- tie- :�--...•.,- 'S.� ,w,x ' `f I� ��• w _ , 2759,IMnnehaha'' � SHEET INDEX `I ;;� :r evlF PV-I COVER ,.: s; t' Ry ELEMENT ENERGY, LLC. N ! ,L, f, fir' diq 8aYvie d 7470 SOUND AVE PV-2 SITE PLAN 0° Fr ,, w R PV-3 ROOF PV LAYOUT ARRAY#I ' ,r" MATTITUCK, NY 1195 PV-4 STRUCTURAL/DETAILS t SECTIONS ' �ydm'` _ `i�j N1 w v r' , LICENSE# 43889-H PV-5 3-LINE ELECTRICAL DIAGRAM - "" -s y� �� LICENSE# 52689-ME W 270'-=::l 900 E GOVERNING CODES 240° 120° s�" �' -: a,. .. r {' 210° 150° 2014 NATIONAL ELECTRICAL CODE 180° }' ` - PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 201 G SUPPLEMENT. M= UNDERWRITERS LABORATORIES(UL)STANDARDS S 05HA 29 CFR 1910.2G9 \,I.-- J GENERAL NOTES PROJECT LOCATION U m zQ - 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT W THE 51TE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE }- HIMSELF WITH THE INTENT OF THESE PIANS AND MAKE WORK �•'` � ,� .. ,',,~°"'f �=? _ z AGREE THE SAME (s _ >e• 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED s" _ �" a''e � W LL..I APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, ' 9 'i » - "• z 10 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM . _ ,4.- ,- O AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. CONTRACTORS LIABILITY, WORKMANS COMPENSATION, COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES � 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE OF THI5 PROJECT AND FURNISH PROOF OF SAME PRIOR TO O O JURISDICTION. (— COMMENCING WITH WORK. ! ".:, D 4 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS -:�� „. ".�:�= I 1. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR s Ln O WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, MAINTAINING SAFETY ON THE JOB SITE DURING THE � �;,=•,- taF- CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND `W ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ' F CONTINUE WITH THE WORK, HE SHALL ASSUME ALL HEALTH ADMINISTRATION. THI5 SHALL INCLUDE, BUT ARE NOT LIMITED TO. PROVIDING FOR ADEQUATE AND PROPER BRACING, - _ t RESPONSIBILITY AND LIABILITY THEREFROM ;, 6 SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY $� ,' SHEEP 5. ALL STRUCTURAL STEEL SHALL BE A-3G AND SHALL BE NAME FABRICATED AND INSTALLED AS PER LATEST A.I.S,C SCAFFOLDING, STAIRS, ETC.. AS WELL AS PERMANENT CONSTRUCTION. ` /� SPECIFICATIONS. 1 2. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE �O = V R G. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.0 tCONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING w.•- NYS CODES t REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND - 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN "x'47-'S" COMMENCING WITH WORK. CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S X DRAWING SCALE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS '`}` CERTIFICATION OF THESE PLANS. 5. THESE-DRAWINGS AS INSTRUCMENT5 OF SERVICE ARE AND WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON 0. A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. w�=, N ,T,S SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE H 14. AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. ALL DEBRIS AND EXCESS MATERIALS. THE FACILITY IS TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE `�•� _ -• EXTENSIONS TO TH15 PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF } , -,may 5HEET NUMBER 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS AERIAL VIEW PV- RESULT OF HIS WORK. LEGEND ®_ EXISTING UTILITY METER \ DESIGN 4 DRAFTING BY MAIN SERVICE PANEL \ JAMIE MINNICK NEW PV SUB–PANELSN V NABCEF CERTIFIED A/C DISCONNECT 'A O 051112-129 COMBINER Oo� ° INVERTERS p Q GND ELECTRODE � ° op REVISIONS FM PV MODULEOo � soft— p DE5CRIFTION DATE REV —RACKING RAIL CA ° ORIGINAL 9-20-2018 o ATTACHMENT POINT o O CO ---RAFTERS ° 0° - 36"x 36"GROUND ACCESS ITYPICAL ---ROOF PITCH ANGLE m 1SUNRUN METER ®VENT j. PLUMBING VENT O ®SKY LIGHT ®CHIMNEY CONTRACTOR COMPOSITE SHINGLES ®GOOD CONDITION /j�!� zl"� ❑POTEN AL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY, LLC. 7470 SOUND AVE MATTITUCK, NY I 1552 LICENSE# 43889-H ARRAY#I j LICENSE# 52689-ME /�/� ❑ 46 MODULESjM 83*AZIMUTH �, , , G• o .%/;moi'• r '/ i'ii;!„Jv //'// Al,%/ /, i if i,/�/,•f `� %/'1 ,'ice / i/,i :%i%/i�,�% �' / ! ,!% f / I B,FIRE'SETBACK'®'RIDGE ,i /'' / , i % / / ' / //i���iifi,fi.fi,��ii, ' � PROJECT NAME J% '/ /i" j % LLJ —i �1 W Z j z O //'////z/ fJ, is" %/,; '! {— o /,/ Ln O CV tu) 70, %� - % ��` SHEET NAME SITE PLAN EMf if / C DRAWING SCALE 36"x 36"GROUND ACCESS(TYPICAL) CONSTRUCTION NOTES 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER MANUFACTURERS INSTALLATION INSTRUCTIONS. 2.)ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA SFIELD VERIFICATION R RATING. FV-2 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE ,t DESIGN£DRAFTING BY JAMIE MINNICK N- 1=- NABCEP CERTIFIED W' 051112-129 V' �►v U REVISIONS Q N O Oo Q DE5CRIPTION DATE REV CD 0 V ORIGINAL 9-20-2018 U7 '' Q w , CO ED C) tu- Lu m'- s p ARRAY # I 4G MODULES o 07°PITCHm 01 , m 83°AZIMUTH ' CONTRACTOR , :, ,n . Y I ,1 ,I, ,i } ;,}; •,,r �1i, / , YY,/ ,;'/ t� / n // , , /;i � �I }' /, LB-FIRE'SETBACK @;RIDGE ,.;% ,' ,I i , �- -" ;%// �� ��/��'/ / 18"•F,I 5 B AC ELEMENT ENERGY, LLC. 7470 50UND AVE i i ', /y/, 1 ,,�i%a;; /�'/,• /r i a= MATTITUCK, N 1952 LICENSE#438(59—H 11 1 1 11 1 11 LICENSE# 52689—ME L. i I ! ! I PROJECT NAME LLJ 'Y, 1 III W I C) Z ' R/ r O O LEGEND iQ N 1 P �e�6 MAJN SG MCEUTILITYP NELER or� . iya ciai MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT NOVERTERS MBINER SHEET NAME GND ELECTRODE PV MODULE ROOF DETAIL —RACKING RAIL r e• 060 - �t-�C,y/ o ATTACHMENT POINT , `Vv � _ 4—ROOFEPTCH ANGLE DRAWING SCALE ®i SUNRUN METER CONSTRUCTION NOTES I�I .T. 5. 5. CONSTRUCTION SUMMARY NVENT I v I 1,) ALL EQUIPMENT SHALL DE INSTALLED IN ACCORDANCE (46) LG 365Q I C-A5 365 WATT PV MODULES 0PLUMBING VENT WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (46) ENPHASE IQ7-60-2-U5 MICRO INVERTERS ®SKY LIGHT 3G"x 36" GROUND ACCE55 (T(PICAL) 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH (I 1 O)ATTACHMENT POINTS @ 64"OC MAX. SHEET NUMBER MINIMUM NEMA 3R RATING. (5 1 3) LF IRONRIDGE XR 100 MOUNTING SYSTEM. ®CHIMNEY 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE ROOF TYPE = ASPHALT SHINGLES, SINGLE LAYER cOOD�CONDlnTE SHINGLES FV-3 FIELD VERIFICATION. POTENTIAL SHADING ISSUES 11TRIM/REMOVE AS NECESSARY LOAD CALCULATIONS ARRAY#I Module Wel ht 39 G8 Lbs ITEM DESCRIPTION ARRAY#I DESIGN 4 DRAFTING BY #of Modules 4G Rafter 2 x 8' D-FIR P I G O.C �' A� 1 JAMIE MINNICK Total Module Wel ht 1825.3 Lbs (D) Deckin 112"PLYWOOD NABCEP CERTIFIED (C) Collar Ties N Total Len th of Rall 51 3 Ft (J) Joist 2/x 8" D-FIR fi' T'�'� St+/,�`, �� osl I I2-129 Rail Wel ht per Foot O G8 Lbs @ I G"O.C. `: a`� , A,, (P) Pitch 7° - Total Rad Weight 348.8 Lbs �w �,. � s REVISIONS #of Standoffs 1 1 O (RB) Ricicie Board/Beam 2"x 10"D-FIR ? +}.^ ,. t- DE5CRIPTION DATE REV Wei ht per standoff 2 Lbs (H) 5 an Width of Rafter (R) 144" 4 ORIGINAL s-zo-zoie Total Standoff Wei ht 220 Lbs Total Array Wel ht 2394.1 Lbs � V Point Load 2 1.8 Lb54��� ® Total Arra Area 85 1 S Ft (R) � t F, Array Dead Load 2 8Lb5/5q Ft CONTRACTOR ELEMENT ENERGY, LLC. 7470 SOUND AVE As er ASCE 7 - Method I: g - (table - I ( ) MATTITUCK, NY 1195 P net =A Kzt I Pnet30(e G-2) Kzt(sec G 5.7) 1 net a e - # CLIMACTIC AND Ground Wind 5peecl Live load, Point Max fastener LICENSE#43889-11 GEOGRAPHIC DESIGN Cate9 o'Y Snow Load 3 sec 9ust pnetSO per pullout loa Fastener Type spacinq alon9 LICENSE# 52689-ME CRITERIA Pg mph A5CE7, psi Ib. rails, in. A # 20 130 # 4G8 5/1 G"x G"Stainless Steel G4" Roof Section B # TYF. TYP. # TYP. Lag Bolts # (J) PROJECT NAME For SI:1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. (H Q a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural LL I _>_I 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 U m 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 the minimum depth of footing below finish grade. ROOF FRAMING DETAIL I 1 I 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 C) Q = subterranean termite damage. = z d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. LU 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 Z C) International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience MODULE MOUNTING CLAMP U z as determined by the building official. QO 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 g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLESS STEEL 3/8' O O 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 minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, ---I Ln O as amended or revised with: I.The accompanying Flood Insurance Rate Map(FIRM), NMDGE ALUMINUM RAIL N 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 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." p p 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 5T RU CT U NA 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 Ox G"STAINLE55 STEEL LAG BOLT WITH Freezing Index-USA Method(Base 32°F):' STEEL 1/2"MIN THREAD k. 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 A5 NOTED 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 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 lbs/ft2 for every 100 feet EFFV EET NUMBER above 1000 feet. (*) See Figure R301.2(4)B. _4 MOUNTING DETAIL I DESIGN 6 DRAFTING BY• SOLAR ARRAY 15 41 kW JAMIE MINNICK (4G)LG 335N I C-A5 SOLAR PV MODULES NABCEP CERTIFIED (2)STRINGS OF(I G)MICRO-INVERTERS AND(1)STRING OF(14)MICRO-INVERTERS-3 STRINGS TOTAL' SOLAR MODULE TIPICAL 051112-129 �7 TO UTILITY GRID REVISIONS STRING #I #G _ _ _ _ _ = DESCRIPTION DATE REV ENPHA5E ti ti F— --------------- -- c c c c c c c c c c c c c BRANCH ORIGINAL 9-20-2018 _— I TERMINATOR 1 �L2 N I f ---- --- _ — TYPICAL O 131-DIRECTIONAL UTILITY METER j 1-PHASE, 240 V STRING #3 t L2 N I I ------ — c c UJI c c c c c c c CONTRACTOR �E-- »"�)_`i-- ----- ----- ----- _--_ __-- _-- ----- — — —_--- _---_ ----- _--- ---- AC DISCONNECT t L2 N POINT OFINTERCONNECiION I I ENPHA5E BRANCH PER NEC 240 21(8)(1)t 690 G4(A) I I CIRCUIT CABLE TYPICAL 50 D D223NR13 LENGTH OF TAP CONDUCTORS i 240 VAC,GOA SHALL NOT EXCEED 10 FT I I -0-- '� f es, MICRO-INVERTER NEMA 3R,UL LISTED I i} ��P`J " MAIN SERVICE DISCONNECT ELEMENT ENERGY, LLC. ENPHASE IQ7-60-2-US (2)60 A FUSFS a� 240 VAC, 1 0 A 240 V.200 A S �'0I'd8--��ff - �'� NEMAC6,CU15TEDD EFF 60 A MATT TOUGKO, NY IAI 95 ' TYPICAL LI a LICENSE#43889-H I ENPHASE AG COMBINER BOX ` v7o f" ' I 24DVAO.BOA , Q N i i L2 Lz LICENSE# 52G89-ME I I NEMA 3R.UL UBTED 111 1 (3)20 A pOUBLE POLE BRPAKERS I 1 G N L2 LI G N LI I; ) i-----------c _____ G ___�___i LI LI 2D A I 20 A E�Y-l° ft�' I I L2 L2 I I " I I LI L1 PROJECT NAME 1F� L2 L2 MAIN SERVICE PANEL . .G7 ,! Q — G N L2 L I ) I-PN,3-W 1 240 VAC 1 1 ' l ` 200 A LLl n� N U vJ ( 7 — LLJ ------J �-------------J ELECTRODE SOPS GROUNDING Q / ---------------------------------------------- f----------------------------------------------------------------- /f1 =LLJ z WIRE It CONDUIT SCHEDULE vL/J z C) CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop M U z O I.D # ORIGIN DESTINATION SIZE PER POLE QUANTITY DERATE INSULATION 51ZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DEBATE DISTANCE 310 1 5(5)(3) 310 I S(B)(2a)/(3c) STRING AC COMBINER AWG#10 1 G 0.8 U5E-2/PV Wire AWG#8 I BARE CU R EM R I" 709C 0.65 50 FT 0.8% O O J 'n O (2) AC COMBINER AC DISCONNECT AWG#G 1 3 I THWN-2 AWG#8 I THWN-2 CU PVC I" 45QC 0.87 25 FT 0.6% I n (3) AC DISCONNECT MAIN PANEL AWG#G 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 10 FT 0.G% N V J ELECTRICAL NOTES SHEET NAME I )ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 2.)ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOO V AND 909C WET ENVIRONMENT 3-LINE DIA. 3)WIRING,CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY #I PV Source Circuit Wire Ampacity Calculation CONFIGURATION TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY. [NEC G90.8(B)(1)3: (Isc)'(#of 5tring5)'(1 5G)= 20 A Modules per 5trin I G+I G+14 4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL AWG#10,ampaclty'Temp Derate'Conduit F111 Derate= 20 8 A COMPLY WITH NEC 110.26 20 8 A> 20 A,therefore DC wire size Is valid. Modules per Inverter I 5)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Number of Inverters 4G FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIE5 TO FULFILL #2 Combined Inverter Output Wire Amp(Inve Calculation Record low temp I OsC APPLICABLE CODES AND STANDARDS Inverter Output Circuit OCP Calculation(Inverter Imp)'(I.25) =57 5 A DRAWING SCALE G.)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, AWG#G,derated ampacity'(femp Derate)'(Conduit Fill Derate)= 65.25 A Voc Temp Coefficient -0.27%/0G THE CONTRACTOR SHALL 51ZE THEM ACCORDINGLY 65 25 A>57.5 A,therefore AC wire size Is valid DC SYSTEM SPECIFICATIONS CALCULATIONS �j 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. O eratln �I Current 9 8 A =(#of strip s)'(Im ) ' ` 'T•`�-� ° 8.)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE #3 Combined Inverter Output Wire Ampaclty Calculation Oreratinej Voltacle 34.1 V SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION Inverter Output Circuit OCP Calculation(Inverter Imp)'(1 25) =57 5 A =(#modules in series)'(Vm ) 9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G E C VIA WEED LUG AWG#G,derated ampacity'(femp Derate)'(Conduit F111 Derate)= G5 25 A Max.System Voltage 44 9 V = (#modules in series)'[(((-###%V/,C'O I)'(Lo Temp##BC-25))'(Voc))+(Voc)] OR IL5CO GBL-4DBT LAY-IN LUG G5 25 A>57.5 A,therefore AC wire size 15 valid Short Circuit Current 13 1 A =(#of strtngs)'(Isc)'(I 25)per Art G90 8(A)(I) 5HEET NUMBER 1 O)THE POLARITY OF THE GROUNDED CONDUCTORS 15(positive/negative) AC SYSTEM SPECIFICATIONS OR Max AC Output Current 57 5 A PV-5 1 O)THE DC SIDE OF THE PV SYSTEM 15 UNGROUNDED AND SHALL COMPLY WITH NEC G90 35 O eratln AC Volta e 240 V