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Town of Southold 11/2/2017 3 P.O.Box 1179 o _ 53095 Main Rd jol �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41680 Date: 11/2/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 465 Harborview Ave, Mattituck SCTM#: 473889 Sec/Block/Lot: 100.-3-10.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/23/2017 pursuant to which Building Permit No. 41680 dated 5/30/2017 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 Adler,Jerome&Lebowitz,Beth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41680 8/9/2017 PLUMBERS CERTIFICATION DATED Authorized Signature o�SUF taco TOWN OF SOUTHOLD �a o BUILDING DEPARTMENT y ar TOWN CLERK'S OFFICE 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#: 41680 Date: 5/30/2017 Permission is hereby granted to: Adler, Jerome 134 Sixth Ave Brooklyn, NY 11217 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 465 Harborview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-10.14 Pursuant to application dated 5/23/2017 and approved by the Building Inspector. To expire on 11/29/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 i B tl g 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. Swom 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$15.00 Date. 5 New Construction: Old or Pre-existing Building: (check one) �� /� Location of Property:4_6 r,]- 9,W,-/I c1)r 1/1 ed A UPJ /K(t //_4-� House No. /� , )Street Hamlet Owner or Owners of Property: o��(7YYl�Q� AAt PJ`- Suffolk County Tax Map No 1000, Section l d® Block Lot ®d. Subdivision 1 Gl Filed Map. Lot: ` Permit No. `l by Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary_Certificate Final Certificate: (check one) Fee Submitted:$ A licant Signature OF SOUr�®! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road CP Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(aD-town.southoId.ny.us Southold,NY 11971-0959 Q C4wn�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Jerome Adler Address: 465 Harborview Avenue city,Mattituck st: New York zip: 11952 Building Permit* 41680 Section: 100 Block- 3 Lot: 10.14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 11.76 KW Roof Mounted Photovoltaic System to Include, 42-28OW Panels with Enphase M 250 Micro Inverters. Notes: Inspector Signature: Date: August 9, 2017 0-Cert Electrical Compliance FormAs LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953 •fax(631)543-1526 Cell.631-747-7497 E-mail'Ics4dC_aol.com Thursday, October 19, 2017 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter- Forty Two(42)280 W PV Roof Top Solar Panel Array, 11.76 kW Total Output,for Adler Residence—465 Harbor View Avenue Mattituck, New York 11952 1 have reviewed the solar energy system installation in the subject topic on 10/10/2017. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2015 International Residential Code,.the 2016_New York State Supplement to the Uniform Code, ASCE-05 and NFPA Standard 70 "The 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, OF NEW YO"" 5 C.SCIq/V p'f' v "9 pRcFESS100�' = QCT, 3 1, 201 Luigi Claudio Sciandra, Professional Engineer. EUMDtNG DEPT. TOWN OF SOUTTHOLD SOUlyolo 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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) REMARKS: ,4;,Am'L L--1-1 Tg, ox-- /ZtL-) /9 DATE 1 INSPECTOR FIELD 1N5`I'EO'ON V- R�Okr DATE Civ �tx Fomip Atox(IST) ................�, , .............. FOUND�TI4N�(2NI5) � O ROUGH YRAIW Q& PLU.Y.MVG P INSULATION PEA N,Y. STATE ENERGY OQI)E FXNA.Y 02-SM-Ml TOWN OF SOUTHO7 D BUILDING PERMIT APPLICATION CHECKLIST 'BUILI}INC DEPMkTMENT Do you havo or need the followyng,before applyin'? TOWN HALL Board of health SOUTIIOLD,'iVY:11971 4 sets of Building Plans TEL:(631)765=1302' Planning Board approval FAX:(631)-755-9502 Survey SoutholitTown.NorthEorlr net PC,WV1I'1'NO. Check Septic Fort N.Y.S,D.E.C: Trustees CA_Application Flood Permit Examined ,Lo Single&Separate Q2 Storm Water Assessment Folin' p J =o Contact: A Approved 4 ..0 a-n&lair!to: X7417 0. Disapproved a?e I�►4 W i L N t d I q-5Z. P—e a d Expiration _ ;20 Eastern Energy Systems Inc. D Hcy VE In. for CesysMatftdc�( 79.44000141- Bui dt r LWATION FOR BUIL'D&GPERMIT MAY 2 3 2017 Date 5 23 ,20 i 7 INSTRUCTIONS i - ST be completely filled to by typewriter or in ink and submitted to the Building Inspector with 4 s a scale.Fee according to schedule. TOWe�dt strip oflot and ofbu'sldings'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 Buititrng Permit d.Upon approval of this appfication,'the Building Inspector will,issuen Building permit to die applicant:Such apcnriit shall be kept on thepretriises available for inspection throughout the wort -No binding shall be occupied or:used in wholwor in pari for any purpose what'so ever until the Building Inspector issues a Certificate'of Occupancy. f'Ever,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 IR months from such date.If no zoning-amendments,or other regulations aMpttmg the ptopetty have been enacted in the interim;the Building Inspector tray authorize,in writing,theeXtension,of the-Permit"bi an addition six months.Thereafter,a new permit shall-be required. APPLICATIQN IS HEREBY MADE to the Building Depattmenf for the issuance of Buiidirig Permit pursuant to the Building Zane Ordinance of the Town of Southold,Suffolk County,Nbw'Y'ork,and` r applicable laws;Ordinances or Regulations,for the constricii6ii of buildings,additions,or alterations or for retnoya demolition as heicia described.The applicant agrees to comply with all applicable laws,ordinances,building code,he g code;and cegutatioai,and to admit authorized inspectors on premises and in building for necessary inspections. gnature cf applicant or vectis:.if auuporatiou) 3 ,y F a;ltnga sss i ear ticant) Y State whether applicant is owner,lessee,agent architect,engineer,general cun�traetor,'el ctaiy plttrilie�ro�r 1ullder Ow✓A,r /� ` Name of owner of premises ��tJ�Q1��7 H d t�J r (As on the tax roll'or latest deed) If applicant is a corporation,signature of'duly authorized officer (Name and titleo c,iijjrpora u'officer)14 Builders License No. US FS� — Plumbers License'No. Electricians License No. Other Trade's Licerise No. 1. Location of land on w ich proposed work will be done: X165 l rba t- Vjp� A vim. /V14 �-u-F��<A �rg5 z HouseNuruber Street Hamlet` County.TaxMapNo.1000 Section /00 Block Lot' 10 , 14 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use.and occupancy of proposed construction: a Existing use and occupancy b. hkended,use and occupancy 3. Nawm,Ofivork(cheetc-tvkiich"applicable):NetvBuilding Addition .Alteration Repair, Removal Demolition Other WorkrAwn k«{ d,. f trroF (Description) 4.'Estiniated Cost Fee (To bepaid,on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units oAeach floor If garage,number of cars, 6. Nbusiness,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any-Front Rear Depth Height Number of Stories Dimensions of same structure with•alterations or additions::Front Rear Depth Height Number of Stories S. Dimensions of entire new construction:Front Rear. 'Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former.Owner 11.Zone,or use chstrict in which premises are situated 12.Does proposed construction violate any zzoningg law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NO'S/ Nihil excess fill be removed from premises?YES_'NON/ v 14.Names of Owner o premis P�Ya1�1 Z ��Address ar yt� AVNo. a I rr•$I q - �4 Name of Archireci i An A Address hone No 631'� 9'2q 53 Nameo£Contraeto 4jro,.� dress PhoneNo. 621;rlrlq "a�— 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.R.-this property,within 300'feet,6f a tidal wetldnd2*YES NO. *IF YES,D E.d,'kkMITS'MAY BE REQUIRED. I6.Rrovide survey,,to scale;with accurate foundation plan and distances to property lines, 17.Ifelevation at any point an property is at 10 feet or below,mustprovide topographical data survey. 18.Are there any covenants and restrictions with respect to this properly?*YES NO IF YES,PROVIDE COPY_ STATE OF NEW YORK) J�tTO' SS: e_ CQUNTY OF being duly,sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above.named, (S)fIe is the ��tlpjr (Contractor,Agent,Corporate Officer,etc) of said owner.or owners,and is duly authorized to perform or have performed Elie said work and to make and Me this appli ti sn; ; that all statements contained in'this application are true to the best of bis knowledge and belief;and that the walk will he. performed in the manner.set forth in the application fled therewith. , SW m to before me tb' ��i „ 1. day of�20 1-1 MARIAN ECI � Wr� Signature of Applicant Notary Public-State of IVew York NE.01606325437 Qualified in New York County My Commission Expires May 26,2019 esu STcO>>E�I� MV.A\,T1E1k Scott A. Russell r� , sUPERVIs®R U MANAG]EMI]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 � � r">y 53095 Main Road-SOUTHOLD,NEW YORK 11971 s .Town of Southold CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TES PROJECT ;[N17OLyE . OF THE FO•LLfl WIHNIG. YesCHCCn -\LL "IH�1 APPLY! ' i\o Q A. Clearing, grubbing, grading or Stripping of land which affects more than 5,000 square feet of ground surface. ❑ , Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ® E. Site preparation within.the one-hundred-year floodplain as depicted on FIRM Map of any watercoui ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Storm«pater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date s County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with pour Building Permit Application. -- - ------ - —=---_-.-_-- : _--_-:------_— -- - :- --- -- S.C:1'.i\�1. A. 1000 Date APPLICANT• (Propeth Onner.Dc,tgn Piofe stonal Agent.Contractor.Othen — Dl.-tri NAME: OUoit� 100 —3 M] Section Block Lot ell :�"FOR, BUILDING DEPARTl(EXT USE 0`(_}- Contact Information ';�, Q Trl�-t ►!'rill P.e\iewed Br: = — — — — — — — — — — — — — — — — — Date: ii Property Address/Location of C'on5tRIO loll Work- _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — �pprn.erl for processing Building Permit. -�a,5` 09iC�ac lbw AVP Storm«ater Management Control Plan Not Required. ALI14L-6l &L 1 q'5? Storm° ater Management Control Plan is Required. ® (Forwaid to Engineering Department for Review.) FORiV1 SMCP-TOS Ivl AY 2U 14 i �O,�Qf SQ�/ryo! ' 4 Town Halt Annex Telephone(631)765-1802 54375 Main Road ci+ Fax{631)76595Q2 P.O.Box 1179 G Q raQer.richert(ctown.southola.nV.us Southold,NY 11971-0959 BUHII DING DEPARTMENT TOWN OF SOUT HOLD APPLICATION FOR�ELECTRICAL,INSPECTION REQUESTED BY: -0�0WL.Q) A clle f Date: 5 2S Zi Company Name: ceneoki Y12 Name: I t�SZ QJ a EaSlemEOergy8yslelhtSGt�- License No.: sysMaNuckeNiii%2 (631)7794004 I Address: Phone No.. rnq 400 4 JOBSITE INFORMATION: (*Indicates required information) II `Name: *Address: 4CS 14a 1'bar LAS aQIiP� *Cross Street: *Phone No:: 13111 r7 rl Permit No.: 0 Tax-Map District: 1000 Section: O� Block: 3 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S01GI r �nS�dc �► � - i (Please Circle All That Apply) j *Is job ready for inspection: YES NO Rough in en- *Do-you deed a Temp Certificate: YES! NO Temp Information(if needed) *Service Size: FIPha)s 3Phase 100 150 200 300 350 400 Other *New Service: rd-connect Underground , Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION j !r I 82-Request for Inspecfion Foran I MAP OF LOT 14 MAP OF EAST INLET ESTATES' p FILED MAY 1, 1975 FILE NO. 6249 OR ApENUE p X497 a E AT MA=UCK H N898.10 a-�2 »a.2s TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. N708'40'E tn 1000-100-03-10.14 2��0.30 N ms SCALE: 1=40' NOV. 1, 1985 -O moo, i JAN.15,1986 (REWSION) O. rT $ Q _ MARCH 20,1986 (FOUNDATION LOC.) 9frn a Z� ' 0 AUG. 1,1986 (FINAL) GS r,' �'� �� o ►C-. SEPT. 11, 1986 (CERIIF.) �' �p� Vol 1 FEB. 1, 2016 't O�V GPS 209# G ' 0 , 11 1,0 ' s ; '.s 1p a ' sem, c-, k k0 sF2 556y 5s0-rIN kv! f7 A=PIPE A=STAKE \ CERTIFIED TO. C e ■=MONUMENT JEROME A. ADLER BETH F LE13OMTZ ELEVATIONS ARE REFERENCED TO MEAN SEA LEVEL CHIGAGO TITLE INSURANCE A 40 '• N.Y.S. LIC. NO. 4961 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOZA77ON \� TOTAL AREA = 51,055 sq.ft. EG 0� YOBS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CERPFICATIONS ADD177ONAUY TO COMPLY WITH SAID LAW THE TERM ALTERED BY P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR OF ANOTHERS SURVEYORS MAP.TERMS SUCH AS lNSPEC7ED'AND 1230 TRAVELER STREET 85-381 WHOSE SIGNATURE APPEARS HEREON. BROUGHT— 70—DATE'ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 11971 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE 1d.Federal Employer Identification Number of Insured MATTITUCK, NY 11952 or Social Security Number 204209085 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box 1a": TOWN OF SOUTHOLD DBL254520 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 4.Policy covers: a. Z All of the employer's employees eligible under the New York Disability Benefits Law b. FJ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above, Date Signed 6/3/2015 By wid Af (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-13) Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box"3"on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The Insurance carrier or Its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder In Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box"3c". Please Note:Upon the cancellation of the disability benefits policy Indicated on this form,if the business continues to be named on a permit,license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a)The head of state or municipal department, board,commission or office authorized or required by law to Issue any permit for or in connection with any work involving the employment of employees In employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing the Issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee if so employed. (b) The head of state or municipal department, board,commission, or office authorized or required by law to enter into any contract for or In connection with any work involving the employment of employees In employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an Insurance carrier Is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13) Reverse 0 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^"AAAA 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE : MATTITUCK NY 11952 ' L� r6 i Scan to Validate POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE PO BOX 1179 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455663-3 454836 06/08/2016 TO 06/08/2017 5/31/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1455 663-3 UNTIL 06/08/2017, 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 SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) 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 This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:600834499 U-26.3 EASTE10 OP ID:MN ACORL�� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) `� 1 11/17/2016 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 be endorsed. If SUBROGATION IS WANED,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). CNTA PRODUCER NAME:cT A•Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE 631-722-3500 pCNo:631-722-3591 711 Union Avenue A/c No Ext P.O.Box 2340 E-MAIL nsainsure.com Aqueboggue,NY 11931-2340 ADDRESS:jstepnoski@nsainsure.com A.Joseph Stepnoski INSURERS)AFFORDING COVERAGE NAIC# INSURERA:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems, Inc INSURER B:Ohio Casualty Insurance Co 24074 Solar Town LLC DBA Solar Universe East End INSURER C: 7470 Sound Ave INSURER D: Mattituck,NY 11952 INSURER E: 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 TYPE OF INSURANCE DDL BR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE a OCCUR CBP7066979 07114/2016 07/14/2017 PAMAGE TO RENTED REMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 JECTX POLICY L PRO- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER 1 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA LIABOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE 0L. e z ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks ofACORD A PP AS NOTED DATE: B.P.# � _Z_ ELECTRICAL FEE: INSPECTION REQUIRED -4&-L NOTIFY BUILDING DEPART NT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL- CONSTRUCTION MUST BE COMPLETE FOR C.O. RETAIN STORM WATER RUNOFF ALL CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 REQUIREMENTS OF THE CODES OF NEW OF THE TOWN CODE. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS OF S-9114.00 Re so>�eEe�euw�Rls OCCUPANCY OR USE IS-UNLAWFUL WITHOUT vC'ERTIFICATF OFOCCUPANC.y LUIGI CLAUDIO SCIANDRA, P.E. -5 Wesleyan Court.Smithtown, NY 11787-3011 . (631)-543-2953•fax(631)543-1526 E-mail:les4d@aol.com -Friday,May 19, 2017 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel.-63 1-779=4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Forty Two (42)280 W P. V. Roof Top Solar Panel Array, 11.76 kW Total Output,for Adler-Residence—465-Harbor View Avenue Mattituck, New York 11952 -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 asphalt shingles, '/" plywood decking,2"x8"Douglas Fir rafters at 16"on center,with 240 roof pitch for Array 1, 2"x 8" Douglas Fir ceiling joists at 16"on -center, 2"x4"-Douglas-Fir-collar ties-at 48"-on-center.-Our review ofthephotos-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-(3 sec.-gust): 130 mph 1 Ground snow load: 20 lbs/sq. ft. Solar Arrays 1-3 dead load: 2.7 lbs/sq. ft. Total Weight-of Array 1: 2037.76 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design-loads, indicates that the-existing-roof-rafters-will-be-able to supports the additional panel weight without damage, if installed correctly. The onsite inspection-and the photographs show that the roof framing is in-good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the-solar-panels-be-cleared-of-accumulated-snow more than-one-(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional-loading imposed-by the-solar-panel-arrays. This evaluation is in conformance with the 2015 International Residential Code, 2016 New York State Supplement to the Uniform Code, the 2015 Wood Frame construction Manual, 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, uigi`Claudio Scian ra,-P. E. �Qq�c of SEW y0 J\G,p SclgfV RIr AROFESS04 2 SCOPE OF WORK EN:ABCEP DRAFTING BY MINNICK CERTIFIED 112-129 TO INSTALL A 11.760 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE ' ADLER RESIDENCE, LOCATED AT 465 HARBOR VIEW AVE., MATTITUCK, NY 11952. �`° THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED �t,°�' REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQU)PMENT. 4`_ Culctroguo DESCRIPTION DATE REV THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. SYSTEMRATING ° ORIGINAL 05-15-2017 7a@ftuck 11 760 kW DC STC SoundAvenuo laurel EQUIPMENT SUMMARYBohiniHollow 42 TRINA 28OW TSM-28ODD05A.05(II)ALLMAX PLUS 60 CELL PV MODULES Wallin River`' __- 42 ENPHASE MICRO INVERTER M250-60-2LL-S22 Aqw uo CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM i ' "� sr � t�'d NcxlhSoa SHEET INDEX '` of PV-1 COVER _ in / Nun �r inn , — o� PV-2 SITE PLAN Calverlon 'S f PV 3 ROOF PV LAYOUT 3 ids i� � ' + SOLAR UNIVERSE .°'•`. PV-4 STRUCTURAL/ DETAILS &SECTIONS ossPxeeo: a '= =< ,� _;rte _ w` i--f^�- r 7470 SOUND AVE PV-5 3-LINE ELECTRICAL DIAGRAM MATTITUCK, NY 11952 GOVERNING CODES LICENSE # 43889 H 2014 NATIONAL ELECTRICAL CODE: PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2016 SUPPLEMENT. OF NEIIV y SUPPLEMENTUNDERWRITERS LABORATORIES (UL)STANDARDS coO SCIq R w C!d OSHA 29 CFR 1910.269 � " PROJECT LOCATION U > Ln GENERAL NOTES w _ 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL Fp 060935 A �a0 > z FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS pROFESsIw AND MAKE WORK AGREE THE SAME. 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED ® () APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S FROM AGENCIES HAVING JURISDICTION THEREOF, IF COMPLETED OPERATION, ETC. ADEQUATE FOR THE w REQUIRED. PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITH WORK. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR � Lr) JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE "° '_04. IF THE COURSE CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS A d" EXISTSS WHICH DISAGREES WITH THAT AS INDICATED AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOTIFY THE ENGINEER. SHOULD HE FAIL FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL SHEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE ry UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS r' COMMENCING WITH WORK. 4` + DRAWING SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE :'., ` 13 CONTRACTOR TO REMOVE ALL,DEBRIS CREATED BY THIS WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE WORK FROM THE SITE AND DISPOSE OF IN A LEGAL N.T.S.ENGINEER'S CERTIFICATION OF THESE PLANS. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE ° EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY SHEET NUMBER _ OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. b RESULT OF HIS WORK. DESIGN&DRAFTING BY JAMIE MINNICK NABCEP CERTIFIED OF NEW 1, 051112-129 5 p,SCI OR'F' v 9 REVISIONS DESCRIPTION DATE REV DRIVEWAY ORIGINAL 05-15-2017 z z� �ti`� 06093r�'1 �aC9 pROPESSIONp" LEGEND EXISTING UTILITY METER MAIN SERVICE PANEL NEWPV SUB-PANELS CONTRACTOR - A/C DISCONNECT COMBINER INVERTERS e GND ELECTRODE PV MODULE RACKING RAIL 0 O ATTACHMENT POINT 0LAR UNIVERSE RAFTERS 7470 SOUND AVE n o -ROOF PITCH ANGLE MATTITUCK, NY 11952 SUNRUN METER LICENSE # 43889 H VENT �0° 00 00:7 0PLUMBING VENT PROJECT NAME ®SKY LIGHT ®CHIMNEY W COMPOSITE SHINGLES COMO N OD CONDITION W /> Ln EPOTENTIAL SHADING ISSUES 1 T TRIM/REMOVE AS NECESSARY LJ \ V' W S U) > Z W 0 2� SOU LL1 Ln 9„ 24,_$.7 �\ \ SHEET NAME SITE PLAN 16,_$ 13'-5' \\ DRAWING SCALE N.T.S. SHEET NUMBER PV-2 - 2 \\ DESIGN&DRAFTING BY. JAMIE MINNICK O CONSTRUCTION SUMMARY NABCEP CERTIFIED 051112-129 O (42) TRINA 280W TSM-280DD05A ALLMAX PLUS 60 CELL PV MODULES, 1 .760 kW DC STC. (42) ENPHASE MICRO INVERTER M250-60-2LL-S22 REVISIONS (62) ATTACHMENT POINTS @ 64" OC MAX. DESCRIPTION DATE REV OF NEW> (282) LF IRONRIDGE XR100 MOUNTING SYSTEM. ORIGINAL 05-15-2017 cl O SOI o ROOF TYPE = ASPHALT SHINGLE. J ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR RAFTER @16" O.C. ROOF STRUCTURE = ASSY #1 2X8 DOUGLAS FIR JOIST @16" O.C. * * ROOF STRUCTURE = ASSY #1 2X10 DOUGLAS FIR RIDGE BEAM z� 060935'A �aG AROFESSI) - CONTRACTOR NOTE: ARRAY #1 42 MODULES 6" SPACING BETWEEN PV MODULES TYP. 24° PITCH DIMENSIONS ARE FROM EDGE OF PV MODULES SOLAR UNIVERSE 240° AZIMUTH TO EDGE OF ROOF SHINGLES TYP. 7470 SOUND AVE MATTITUCK, NY 11952 ` 0�do LICENSE # 43889 H "/, 'v/• /, /,�/i„%/"%i/ %, �i/': ',, ../ i, ,/i ,/ , i%, .,/j/,,i.-'/,;'% ii.^'/.//,•' , �� ,: 1`VD SETBACK" @RIDGE //- , / // /. �i//;' // / i% PROJECT NAME 90 co I T I I 111111 j /ice%O� -I 1 7- ;/U)�/'/ / LEGEND EXISTING UTILITY METER MAIN SERVICE PANEL NEW PV SUB-PANELS I I I A/C DISCONNECT I F i I I I ,/,, m COMBINER SHEET NAME + •�/ %'% INVERTERS GND ELECTRODE z/ QPVMODULE ROOF DETAIL ix —RACKING RAIL 6'-11' _0 ATTACHMENT POINT RAFTERS DRAWING SCALE ROOF PITCH ANGLE N.T.S. SMETER UNRUN ®VENT CONSTRUCTION NOTES a" ® �M SKYL HT 7'-5- SHEET NUMBER 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ®CHIMNEY MANUFACTURER'S INSTALLATION INSTRUCTIONS. TE SHINGLES PV-3 ITION 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. GOODTIAL SHADING POTENTIAL SHADING ISSUES 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. TRIM/REMOVE AS NECESSARY LOAD CALCULATIONS ARRAY #1 Module Weight 41.00 Lbs ITEM DESCRIPTION ARRAY #1 DESIGN&DRAFTING BY # of Modules 42 R) Rafter 2x8 D-FIR @16" O.C. JAMIE MINNICK Total Module Wei ht 1722.00 Lbs of NEW Y (D) Decking1/2" PLYWOOD NABCEP CERTIFIED Total Length of Rail 282.00 Ft �P�� OR (C) Collar Tie 2x4 D-FIR @48" O.C. oslllz-Izs Rall Wel ht SCIA Foot 0.68 Lbs 5 IA (J) Joist 2x8 D-FIR @16" O.C. Total Rail Wei ht 191.76 Lbs v� (P) Pitch 24° REVISIONS # of Standoffs 62 * * (RB)l Ride Board/Beam 2x10 D-FIR DESCRIPTION DATE REV Weight per standoff 2 Lbs t, (H) San Width 268" ORIGINAL 05-15-2017 Total Standoff Weight 124.00 Lbs Total Array Weight 2037.76 Lbs sF 080935-^ Point Load 25 Lbs pp (R) (RB Total Array Area 756 Sq Ft RoFEssloN� Arrav Dead Load 2.7Lbs/S Ft (D) As per ASCE 7 - Method 1: D fig -2 to e - P net =0 Kzt Pnet30 eq 6-2 t sec 6.5.7 1 net to e - # CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CONTRACTOR CRITERIA Pg mph ASCE7, psf Ib. rails, In. A # 20 130 # 468 5/16" x 6" Stainless Steel 64" Roof Section B # TYP. TYP. # TYP. Lag Bolts ___LE R301.2(1) (C) TABSOLAR UNIVERSE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ; 7470 SOUND AVE i MATTITUCK, NY 11952 GROUND WIND DESIGN SEISMIC SUBJECTTODAMAGE FROM WINTER ICEBARRIER FLOOD AIR_ MEAN LICENSE # 43889 H SNOW Speed°Topographic Specialwin_d Wind-borne DESIGN Weathering° Frost line Termite° DESIGN UNDERLAYMENT HAZARDS°FREEZING ANNUAL_ LOAD" effectsk region' debris zone' CATEGORY' depth b TEMP! REQUIRED' INDExI TEMP! Ibsife mph °F 2 (H PROJECT NAME 20 130 _YES_ NO YESB __SEVERE __3'-0' _MODERATE 11 ___-_YES NO 452 - —� _ — —T 1 mile TO HEAVY For SI 1 pound per square foot=0 0479 kPa,1 mile per hour=0 447 m/s. (K) (J) W a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural N requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as U Q Lr) determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 or C 652 z b. The frost line depth may require deeper footings than indicated in Figure R403 1(1) The jurisdiction shall fill in the frost line depth column with ROOF FRAMING DETAIL `— the minimum depth of footing below finish grade SCALE: 1/2" = 1'-0" Q W C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure w Y category shall be determined on a site-specific basis in accordance with Section R301.2 14. O U e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience CO as determined by the building official. (r �-- C The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301 2 2 1 WJ Q g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and MODULE MOUNTING CLIP 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 0 Q minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, SOLAR MODULE Q as amended or revised with: BOLT AND STEEL 3/S" I.The accompanying Flood Insurance Rate Map(FIRM), ii Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this Section. ALUMINUM"L"BRACKET SHEET NAME h. In accordance with Sections R905 12,R905.4.3.1,R905.5.3.1,R905.6 3 1,R905 7 3.1 and R905 8 3 1,where there has been a history of local damage from the 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" STRUCTURAL I. The jurisdiction shall fill In this part of the table with the 100-year return period air freezing index(BF-days)from Figure 8403 3(2)or from the LUMINUM FLASHING zxa RAFTER 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 327)." 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 5i16"x 6°STAINLESS Freezing Index-USA Method(Base 32°17)" STEEL LAG BOLT WITH k. In accordance with Section R301 2.1.5,where there is local historical data documentingstructural damage to buildings due to topographic z NE MIN THREAD DRAWING SCALE 9 9 P ASP INGLE ROOF PENETRATION SEALED wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 table AS NOTED I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and m. In accordance with Section R301 2 1 2 1,the jurisdiction shall indicate the wind-borne debris wind zone(s) Otherwise,the jurisdiction shall indicate"NO"in thisart of the table. P SHEET NUMBER 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 abov_a 1__000_fee_t_shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet PV-4 above 1000 feet MOUNTING DETAIL (`) See Figure R301 2(4)B SCALE: 1 1/2" = 1'-O" 1 SOLAR ARRAY(11.76 kW) 1 DESIGN&DRAFTING BY (42)TRINA TSM 260DD05AAs(n)SOLAR MODULES TOTAL SOLAR MOD UF (42)MICRPAN INVERTERS CONNECTED IN PARALLEL PER BRANCH GRCUIT JAMIE NABCEP CERTIFIED MINNI I FIED 051112-129 STRING#1 STRING OF 14 MODULES _ AND 14 MICRO-INVERTERS _ _ _ — — — — — — — _ — — ENPHASE r_ ____________ ___ RANCH REVISIONS TERMINATOR(TYP) DESCRIPTION DATE REV r_ _________________________ G G G G a G c G G a G c G G ORIGINAL 05-15-2017 MICRO-INVERTER STRING#2 ENPHASE 1.0 A 0-60 -S2X TO UTILITY GRID STRING OF 14 MODULES 240 VAC,1A A I AND 14 MICRO-INVERTERS 96 5%CEC-WEIGHTED EFF . c — — — — = NEMA 6,UL LISTED(TYP) I J BI-DIRECTIONAL �— ---------------- c c o G c o c c o G c c --c --o O UTILITY METER I _____ _____ _____ _____ _____ _____ _ OF NEIv Y 1-PHASE,240V jSTRING#3 C, O SCI STRING OF 14 MODULES AND 14 MICRO-INVERTERS = _ _ - _ _ _ _ _ — _ — — CONTRACTOR T_ It PER�____o P NEC INT OF INTER LEN"OF AP CONDUCTORS _ ENPHASE BRANCHc sF0 060935•1z,�,�aG SHALL NOT EXCEED ID FT JUNCTION BOX CIRCUIT CABLE(TVP) A 'zf- MAN SERV CE DISCONNECT BID —240 240 V,200 A 24 V. 4 LISTED UL LISTED A 4 AL1 L1 SOLAR UNIVERSE I I SOLAR LOAD CENTER � Lz Lz 7470 SOUND AVE Y N L2 Li N L2 L1 Y N L2 L1 SOD HOM612LIWRB AC DISCONNECT MATTITUCK NY 11952 240 VAC,100 A I I I NEMA 3R,UL LISTED SO D D22]NRB L1 L1 (])20A2-FOLE BREAI�RS 2b VAC,60A r----- LICENSE # 438 9 I I I NEMA 3R,UL L15TM 12 L2 I I I (2)60 A FUSES I I I I I 60 A n Lt )� I L14L2 PROJECT NAME G N L2 L1 G N L2 Lt G N L2 L1 / 20 A I I 1 i L2 MAIN SERVICE PANEL •PH AC W 1 N ' 1 1 ; 240 VAD �[ 200 A `J I � N G I r ___— �� � W � Ill �1I --------------------- — -------- G --20A I ELECTRO ELECTRODE , 2 ------------------------------I— -------- G -- f ❑ 20A W I I z O U N CO WIRE & CONDUIT SCHEDULE J < �- CIRCUIT CIRCUIT CIRCUIT CONDUCTOR CONDUCTORS CONDUCTOR CONDUIT FILL CONDUCTOR GROUND GROUND GROUND TYPE CONDUIT CONDUIT AMBIENT TEMP ESTIMATED Voltage Drop(% ❑ I.D.# ORIGIN DESTINATION SIZE PER POLE QUANTITY DEBATE INSULATION SIZE QUANTITY INSULATION (CU/AL) TYPE SIZE TEMP DERATE DISTANCE Q 31015 B 3 31015(8)(20/00) STRING COMBINER BOX AWG#10 1 9 0.7 USE-2/PV Wire AWG#8 1 BARE CU FREE AIR V. 70°C 0.76 120 FT 0.8% OR PVC (2) COMBINER BOX AC DISCONNECT AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 452C 0.87 180 FT 0.3% (3) AC DISCONNECT MAIN SERVICE PANE AWG#6 1 3 1 THWN-2 AWG#8 1 THWN-2 CU PVC 1" 45°C 0 87 10 FT 0.6% SHEET NAME ELECTRICAL NOTES CALCULATIONS FOR CURRENT CARRYING CONDUCTORS 3-LINE DIA. 1)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,AND LABELED FOR ITS APPLICATION #1 Inverter Output Wire Ampacity Calculation CONFIGURATION 2)ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 V AND 909C WET ENVIRONMENT Inverter Output Circuit OCP Calculation (Inverter Imp)*(1.25) = 17.5 A 3)WIRING,CONDUIT,AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY AWG #10, ampacity*Temp Derate-Conduit Fill Derate= 21.28 A Modules per String 14+14+14 TO,AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE,HIP,OR VALLEY 21.28 A> 17.5 A,therefore DC wire size Is valid Inverters per Module 1 4)WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110 26 #2 Combined Inverter Output Wire Ampacity Calculation Load Center to AC Disc. Number of Inverters 42 DRAWING SCALE 5)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS CONTRACTOR SHALL Inverter Output Circuit OCP Calculation (Inverter Imp)*(1 25) = 52.5 A Record low temp -109C FURNISH ALL NECESSARY OUTLETS,SUPPORTS,FITTINGS AND ACESSORIES TO FULFILL AWG #6, ampaclty*Temp Derate*Condult FIII Derate = 65.25 A Voc Temp Coefficient -0 29%/9C APPLICABLE CODES AND STANDARDS 65.25 A> 52.5 A,therefore AC wire size is valid. DC SYSTEM SPECIFICATIONS CALCULATIONS N 6)WHERE SIZES OF JUNCTION BOXES,RACEWAYS,AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY Operating Current 8.8 A =(# of strings)*(Imp) 7)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. #3 Combined Inverter Output Wire Ampacity Calculation AC Disc.to MSP Operating Voltage 31.7 V =(# modules In series)*(Vmp) 8)MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE Inverter Output Circuit OCP Calculation(Inverter Imp)*(1.25) = 52.5 AMax.System Voltage 43.0 V modules lnsenes)*[(((-###°/DV/°C*01)*(LoTempWC-25))*(Voc))+(Voc)] SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION 9 SHEET NUMBER 9)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER GEC VIA WEEB LUG AWG #6,ampaclty*Temp Derate-Conduit Fill Derate = 65.25 A Short Circuit Current 11.7 A =(# of strings)*(Isc)•(1.25) per Art 690 8(A)(1) OR ILSCO GBL-4DBT LAY-IN LUG. 65 25 A> 52 5 A,therefore AC wire size Is valid. PV- 10)THE POLARITY OF THE GROUNDED CONDUCTORS IS(positive/negative) AC SYSTEM SPECIFICATIONS OR - Max AC Output Current 52.5 A 10)THE DC SIDE OF THE PV SYSTEM IS UNGROUNDED AND SHALL COMPLY WITH NEC 690.35 operating AC Voltage 240 V