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o�Og11404N% Town of Southold 2/26/2016 P.O.Box 1179 to 53095 Main Rd .•44..0 0 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38121 Date: 2/26/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1225 Jacksons Landing, Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-5-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/17/2015 pursuant to which Building Permit No. 40370 dated 12/23/2015 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 an existing one family dwelling as applied for. The certificate is issued to Farrell J T&L K Revoc Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40370 1/14/2016 PLUMBERS CERTIFICATION DATED 1 Authorized Signature ,. uFFel� TOWN OF SOUTHOLD 0"0 `0; BUILDING DEPARTMENT las } TOWN CLERK'S OFFICE SOUTHOLD, NY o� w. 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#: 40370 Date: 12/23/2015 Permission is hereby granted to: Farrell JT & LK Revoc Trt 1225 Jacksons Landing Mattituck, NY 11952 To: install roof-mounted solar panels as applied for. At premises located at: 1225 Jacksons Landing, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-5-8 Pursuant to application dated 12/17/2015 and approved by the Building Inspector. To expire on 6/23/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ' C $100.00 T• .1: $200.00 Building Inspector li t4 ( �i� I Form No.G t' TOWN OF SOUTHOLD " s BUILDING DEPARTMENT h TOWN HALL 'S'` 765-1802 „ t 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 natOral'or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%;lead. 5. Commercial building. industrial building,multiple residences and similar buildings and installations,i"a'certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings,and "pre-existing"',land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. , C. Fees I. Certificate of Occupancy-New dwelling$50.00.Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 401,� J(ALtuc1O L(1 ut_.; u�c� �-Ick House No. Street Hamlet Owner or Owners of Property: -J o- -e-ph `4" 1-1 s U ►'re_ I Suffolk County Tax Map No 1000, Section II Block Lot LS Subdivision Filed Map. Lot: Permit No. 401)(3 Date of Permit. Applicant: ' _ Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: RequestTemporary for: Tem ora Certificate Final Certificate: (check one) Fee Submitted: $ b o f 40, Applicant Signature /'e,i ..............._ 1�� 4 $oUjgo Town Hall Annex � . Telephone(631)765-1802 54375 Main Road 4 Jig Z Fax(631)765-9502 P.O.Box 1179cr'. � p roger.richertRtown.southold.ny.us Southold,NY 11971-0959 . .4` i r 'lye®UNTY,� ,,� r� •,... I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Farrell Address: 1225 Jacksons Landing City: Mattituck St: New York Zip: 11952 Building Permit#. 40370 Section: 113 Block. 5 Lot. 8 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 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 NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.190 KW Roof Mounted Photovoltaic System to Include 26 - LG 315 Panels with 26-Enphase 250 Micro Inverters Notes: Inspector Signature: _ OF Date: January 14, 2016 Electrical 81 Compliance Form xls L-k),-3 / LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 - (631)543-2953 •fax(631)543-1526 Cell 631-747-7495 E-mail: Ics4d@aoLcom Saturday, February 13, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty(26) 315 W P.V. Roof Top Solar Panel Array, 8.19 kW Total Output,for Farrell Residence— 1225 Jackson Landing Mattituck, New York 11952 I have reviewed the solar energy system installation in the subject topic on 01/30/2016. 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 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. 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 with the governing codes and standards applicable at the time of submission, conforms with reasonable standards of practice with the view to the safeguarding of life, health, property and public welfare. Sincerely, r Luigi Claudio Sciandra, Professional Engineer /OF NEvy It) 6v, 6C SCIgNO 1 * (1.111ECIENE � ji41, 2% o610930 e — FEB 2 5 2016 AROFESSIOo BUI DING DEPT. TOWN OF SOUTHOLD YIELD INSPEOTTQN REPORT DATE • CLOIYIN S 1 7 I , i Y. I Imo.r,�� . 'W :- s .. . J •• .. ... 9.,. ... ..A. 1 :, .J• . ' .. -rte:►.. , . ' • .. .. . . _ I. e • FOUNDATION(1ST) , --+-- , ' ,. . , • ••••..-1 0 44 FOUNDATION(2ND) ', , N O 0 ROUGH FRAMING& ............""'*'!' I-- PLUMBPLUMING TN'G . —• —; , , • — •....--. • • . . t , • • H INSULATION PES N.Y. "—"'"'".4_"' STATE ENERGY CODE , I' , , , . . • • , ' to • ThTYAL • I F-, 1.. ,.. s- ,. . �' i' ..1•` L , rv; t• • ,e u P -,° , : �•:,:'...,'?•. . , . 1. t . , ....... ,n ; ° d tc teeeJ (9- Lei- Nr 1 ...! `<_.4� . �pi • IrD1 o f-i .. J . • A 1 . 1 )- . • •• m f H .•••••...10.1•,1,*low' TOWN OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKi ;1,'f BUILDING DEPARTMENT Do you have or need the following,before applyi'? TOWN HALL Board of Health `r",1,,' , , , SOUTHOLD,NY 11971 4 sets of Building Plans 'a9,q r4 TEL:(631)765-1802 Planning Board approval ; .0:11,%,' FAX: 631 765-9502Survey 't SoutholdTown.NorthFork.net PERMIT NO. Check '.t5I; Septic Form ;1,',},f1, N.Y S D E.0 ,t,-,, `i" Trustees 1`1,d: Flood Permit ,, ; _,t, Examined ,20 Storm-Water Assessment Form Contact:tai r n Grey- , S.4 S M S �� ��� Approved V� 20 K----,pMail to 1 St _I i w Disapproved a/c 'I°W //I Vic_ r .. f t i -��/';, ;'' Phone lP3\—� 1--`�t l7U�t �' Expiration 20 ; i, IL' �,, l;',,,,,,,1, ,� Li Building lnsoector ;. is .,,,-;..,. APPLICATION FOR BUILDING PERMIT DEC 1 7 2015' Date .20 r _i INSTRUCTIONS I ;,i ]i, 11 1 11 ' ii,,,, i , ,I,1, t a.This application MUST be completely filled in by typewriter or in ink and submitted ti re—B1-1.11 Mg inspector wrth4 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,,F^ areas,and waterways c The work covered by this application may not be commenced before issuance of Building Permit ' - d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit , shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of , ' issuance or has not been completed within 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,m 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 he cin described.The ' applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit ' _ authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name.if a corporation) -1 Lilo S outr� Ave_ ;"' ' W9 cii iulit a�ddres�`plplicai;_jt5,5,... State whether applicant is owner,lessee,agent.architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises J O r\+ t..-1s a va ire. ( I (As on the tax roll or latest deed) If applicant is a corporation.signature of duly authorized officer (Name and title of corporate officer) ,moi ( Builders License No. l� g� — A Plumbers License No. /� Electricians License No. .o2Go'KG! 11l 1. Other Trade's License No. , 1. Location pf land on which pr posed work w' I,be done: A A I'i I_ L�j ' House Number Street Hamlet ' , County Tax Map No. 1000 Section / / Block 5— , Lot O Subdivision Filed Map No. Lot ,t f � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (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 i 6. If business.commercial or mixed occupancy.specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1 ' 8. 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 district in which premises are situated 12.Does proposed construction violate any zoning law.ordinance or regulation9 YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES_NO Le�v�c9.t L/ p—f 14.Names of Owner ofpremises ((Li Address I�&SJltL O \ Ph ' ) °�-_ — l �`�CI Name of Architect l 4 2 9 `Ql ,t/c, Address 5 ," :'i• '31 t �- i- Name of Contractor (11 i J� Address 0 4 '1. r'one No. (i) t—Z 1'Lea) 15 a.Is this property within 100 feet of a tidal wetland ora 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 ° ¢s D Jc(W1 I _ I'VL i f1Y)I -4 being duly sworn,deposes and says that(s)he is the applicant wZ O -0 (Name of individual signing contract)above named. cr)o 0 eo Ott n (S)He is the 5 D (Contractor,Agent.Corporate Officer.etc.) a` m D of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, oa O > that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be 5 C c z < performed in the manner set forth in the application filed therewith m o a Sworn to before me this c O C/Ta llrw day of GU C /:,-a- 20 !S-- 70 o //Q. �,t� a. Notary Public Signature of Applicant i',,! .tl1 ,6 ,q 114 ,,lL f ttffff , ,,,I l:., 4a SUFFq Scott A. Russell ,.•,ii,- (6 ST(0)RMCWA'1[,:IER SUPERVISOR `� M[ANA(Gr]EM) N T SOUTHOLD TOWN HALL-P.O.Box 1179 V � , ''e 53095 Main Road-SOU[HOLD,NEW YORK 11971 L '1 ,&-N„0 Town of Southo.id - ,1'!': CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET' ( TO BE COMPLETED BY THE ;APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING' ,," CHLCi� ALL 1HAI APPLV Ye:, No ' D . Clearing, grubbing, grading or stripping of land which affects more,, , '' ❑Bthan 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. 0 C. Site preparation on slopes which exceed 10 feet vertical rise to ' I ❑p/ 100 feet of horizontal distance. , D. Site preparation within 100 feet of wetlands, beach, bluff or coastal- ;; erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. j,; 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management- Control Plan was received by the Town and the proposal included '. 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 8. County Tax Map Number! Chapter 231. 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 your Building Permit Application. APPLICANT (Propeln U\\n.'r De-tgnPtnfr-.=total Agent Contractor.Otnerl S.C.i'�l 1000 Date ,ct NANIE fotim1t 14.1A I i(J _ 11'-a - �� Section Bloch Lot f ... - -- - - ... , J� ��� ®� l;Oli B� 1LDiN" DEPART I i LSI l,)�i• i Contact Information le Revin\al B\' ' li � Date: l ! Property Acklre��/ Location of Construction Work I `1�c /, /� :\ppto�-etl IN p oces,Ing Biking Pelmtt opS�n �� .&( _' �-Y�Vit—1d l- Storm�oater Management Contiol Plan Not Rettuiied `ko,MP tk ❑ Stoiin ater Management Control Plan is Requlte'l (For R al ci to Engineering Depai tment for Rev few ) FORM * SMCP-TOS MAY 2014 - - ' w1l / • Yftom',-.7.,j:17,-1)L C o _ " fig'" mss° _ k 3' . -- TOWN OF SOUTHOLD P OPERT� .RECORD C 1 �> ® q0310 /1,7 - 317 OWNER VILLAGE DIST. s B. LOT ,4ucre/I Pelvo�7 /. A c `,Fa A/51(?a Ery /11 A !fie )c e \ - d.�rt.,�,�c.e �A_ FORMER OWNERi!7�- (L•K�'"Fe{Vy / 1 -r- E ACR. / 67 �.�° a ,r-e_al All ‘ ✓-2s-rtu 22 I /'' 'I' S W TYPE OF BUILDING i M . ( ,moi,/,- 2 ) '/Yt La ia�, g_ �1�� RES. /6 VL. / FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS gl (. C.) . 'KO 0 ''"/ .,,-si!I i47-/ 7 / ' -6 = --e . 4/ /7 ".--.2- �-- q f 2 ® '"--dr,-Far 0- CD / C> D f� / v n o / r'( ! a_ ) -) i -774.610,/,F/ So / `1// a .7-4,._ i j o 721 a.e o Yy, it r 5, r/,t7 Z /r7 ,' 0 `3-1'-d--0 <A ' �/�--2 f 7 3//�/� d 5»i c��Y.>, ���e-t/ Ce 4x 90 0-, �- / r-a�> Ser t�-0 G / S"/i o if %//g-9-Zr't/R4el. ® ° D 7 a %T;nv� — o?�.n�n?", r_.- / 2 a-7-)-) -7 l,�o 0 ?'S 6c)0 /iii :f p /9.2 -i3P '*n9 o,si'c: Q ---(D el y-). . /44;71;()), 4r) b we.11;/13 - it 11- .nren, 2./TA 4C-141'N/4% -Br'a 38)i t -'''')A021-171s6. V..tiretf, e. .che4 /zoo 6300 7500 J I Ect 9 105Ee1 -Mao)mbar-o' -i F4 rre_f)4 ,or----77 .301-)IDD r A _-§ — BU, DI GCO-�, r-d CODITI - • 5 l.? //% 7/Zl�ll(SC !off'/( ....\53.00 • NEW1 z3c2, (,-N4rye-, .�E �LOoW x "drzn X,E 31130 -sc i° Jas -5aoO FARM Acre Value Per iSL ie BC} ( 1"/P(00 j ) Or/ D9 - Goao�///o -(�Lo ITIIIQJOI 30 0 5-75-0 a 1..3//hi FRONTAGE ON WATER z/z3/S— L /Z517p(OA_Pa(Ie//h ti r It 71,/-. Wo an +---- 6coo ✓ 3 / f(S FRONTAGE ON ROAD / 3D v 1 Meadowland DEPTH //7 o if-VC, House Plot - BULKHEAD S/0( S /J : - ,F — - 6-1--.4/7e-1 Total DOCK - — ......„ .... ........., ..... .. .. _ . ._ .. . .. t ; i '• . ' -' , '-', ' .,'. ' ,. ",, ' - . -"-:-.., ,. . • .-,,„, ,, -. ..... COLOR , . .. ... „ .. 2'24,74'. TRIM I '-•• ,c,:---.7.....,--13-... .----,-,.. - : ' . . -- 44vr.A.--,-4iiiti": ' , , 0. ,„ ‘ . , . , I., 4 .„,. 1 . ,.x-rffr ..my,,,, .. 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' 2 c Bath- --- - - 1 - / - Dinette -L 0, Lii'e)i."" d , ::, -A- , .?2( Foundation li .":;-.-- beivivi / /-/ f --.'-- ' /1 - I,...Porch . •k " - . , Basement , _ , .. tiqy Floors - _ K. - 1,• . . h LR. --•*- - -- za 6: - Interior Finish S.. ie - - - - t- Porch?..,&.-,cti' if x .‘.5 (5 -..--. 1/T•70 .,- ' ' , r 2.g /v.c., 'Ext.Walls • t t P- Heat rt DR. , • °•••"'.-7----- --- ' -----t — • --1 - e„,e., ;*-,.P i - / Fire Place ; .., . 1,1, • _ ' " TypeRoof ' - ROOMS,1St Fiddr 6.•;.•• - BR: , 2 IS . .6--.)•,.) : . , FINI. B I - - - ---- Rooms 2nd Floor .., „.,-- ' • . _ , • Recreation Room . ,,. Dormer . • Driveway / e-,0 , . _ ..._ . ... ., • - . , ' . , ... , .0,,,, .44.4.(1 ' --I --- I • - 7 ro7-4/4.,15.a.st,-..1)0, - ee,a(2.-s'e-te ociary A . _ . itiv.24,4J-;,.4"-: •,,; , •,),,7-44, 97 - ', ,-.. 7.4,..X6*?"- •`( :,‘,, __ ,_ __ _ ,0-,.- 32.:5;*;) i ... r%), - 1 { d,'4;; 1. 1,1 ;i l 1. r ,ISI 1' 1'r CONSENT TO INSPECTION IE; d' , I Pi ,the undersigned, do(es) hereby state;:;lr;; Owner(s)Name(s) That the undersigned (is) (are) th ownerO o the re ises in the To( ffwn Qf Southold, located at 1�o�5 3-6.1. l � �em -I which is shown and designated on the Suffolk County Tax Ma as District 1000, Section j 13, Block 5 , Lot That the undersigned (has) (have) filed, or cause to be filed, an application in'the g pp Southold Town Building Inspector's ffice for thetVing: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with, respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may'. be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 11 J 11b (Signature) (Print Name) (Signature) (Print Name) -I, 7 'I0��i®r sOL/4:— Town Hall Annex 1 : Telephone(631)765-1802 54375 Main Road sig ; Fax(631)765-9502 • P.O.Box 1179 • G Southold,NY 11971-0959 -® ® ie lyc4UNTY,e 1" February 17, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Farrell, 1225 Jacksons Landing,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Need certification letter stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) 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 - 40370 — Solar Panels SIF 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 AAAAAA 204209085 EASTERN ENERGY SYSTEMS INC ' 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015 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 06/08/2016, 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 06/08/2016 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/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER.750453194 U-26.3 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 la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY_ 11952 1d.Federal Employer Identification Number of Insured 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. 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 I, //U/ (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.B 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,NV 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 hislher 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. DB-120.1 (12-13) Additional Instructions for Form DB-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"la"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 EASTEI O OP ID:SV ACSORO° DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 07/17/2015 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 WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME CT A.Joseph Stepnoski Neefus-Stype Agency,Inc. PHONE FAX 711 Union Avenue (A/C.No,Ext):631-722-3500 (A/C,No): 631-722-3591 P.O.Box 2340 anEss jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoski, INSURER(S)AFFORDING COVERAGE NAIC# INSURER A.Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B Keri Peterson 7470 Sound Ave INSURER C Mattituck,NY 11952 INSURER D. 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. ILTRR TYPE OF INSURANCENSD SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MM/DDIYYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP7066979 07/14/2015 07/14/2016 DAMAGES(Ea ocTED 10 OD0 PREMISES(Ea occurrence) $ r MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY J RE T LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/NSTATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? n N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION 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 PQLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0-- trtI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ' - I , . I Enphase®Microinverters Enphase® M250 (-- _ ____ ,.. rj fir, '6, r, , ,, i, t '; I I t , . }{Icy •� YI it 3 I I� ';71. i� ! `I1.� li li Iii 1� 01. p', ,fir i, I ll ,,Ili, `i, it. , 6, t _ r,' _ . 4 The Enphase° M250 Microinverter delivers increased energy harvest and reduces design and installation complexity with its all-AC approach. With the M250, the DC circuit is isolated and insulated from ground, so no Ground Electrode Conductor (GEC) is required for the microinverter. This further simplifies installation, enhances safety, and saves on labor and materials costs. The Enphase M250 integrates seamlessly with the Engage® Cable, the Envoy® Communications Gateway'', and Enlighten®, Enphase's monitoring and analysis software. PRODUCTIVE SIMPLE RELIABLE - Optimized for higher-power - No GEC needed for microinverter -4th-generation product modules - No DC design or string calculation - More than 1 million hours of testing - Maximizes energy production required and millions of units shipped - Minimizes impact of shading, - Easy installation with Engage - Industry-leading warranty, up to 25 dust, and debris Cable years [e] enphase® ci. ENERGY C US 1 " • t ' 1 11 II " • I 1.I • ' Enphase®M250 Microinverter//DATA INPUT DATA(DC) M250-60-2LL-S22/S23/S24 Recommended input power(STC) 210-310 W Maximum input DC voltage 48 V Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AC) @208 VAC A @240 VAC Peak output power 250 W 250 W Rated(continuous)output power 240 W 240 W Nominal output current 1.15 A(A rms at nominal duration) 1.0 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60 0/57-61 Hz 60.0/57-61 Hz Extended frequency range* 57-62.5 Hz 57-62.5 Hz Power factor >0 95 >0.95 Maximum units per 20 A branch circuit 24(three phase) 16(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles EFFICIENCY ti CEC weighted efficiency 96.5% _ s Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99 4 % Night time power consumption 65 mW max MECHANICAL DATA Ambient temperature range -40°C to+65°C Operating temperature range(internal) -40°C to+85°C Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) Weight 2.0 kg Cooling Natural convection-No fans Enclosure environmental rating Outdoor-NEMA 6 _ FEATURES ---- -- — _� �_ __ . _ Compatibility Compatible with 60-cell PV modules Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35. Equipment ground is provided in the Engage Cable.No additional GEC or ground is required. Ground fault protection(GFP)is integrated into the microinverter Monitoring Free lifetime monitoring via Enlighten software Compliance UL1741/IEEE1547, FCC Part 15 Class B, CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 Frequency ranges can be extended beyond nominal if required by the utility To learn more about Enphase Microinverter technology, ] enphase® visit enphase.com E N ER G Y ©2014 Enphase Energy All nghts reserved All trademarks or brands in this document are registered by their respective owner APPROVED AS NOTED ED DATE:1' 3 L 1 B.P. ^��`F ��`�` �,'is'z ALL CODES OF COQYORK STATE & n CODES FEE:a JIiI ODES 765-8 13UILDIiv1 U1�} TP ENT E AS REQUIRED AN 7C5-1801 8 AM 10 4 PM FOR THE �TU4NNZE;� . , FOLLOWING INSPECTIONS: 1. FOUNDATION ION - TWO REQUIRED —�S� j ' 1 • `41\ '4';;BOARD POURED CONCRETE _ - _ — j, yr,, �•�STC�S 2. ROUGH — FRAiVIING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.0, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEIN YORK STATE. NOT +,ESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR RETAIN STORM wATE ERU236�F PURSUANT TN CODS USE IS UNLAWFUL pF THE Tpw WITHOUT CERTIFICATE OF OCCUPANCY l',41.1'1. ('' ir' kt Ti" {ta tl4," I I I 1,i li , �' ' I Ill R}i IR 1l +' s ,,, novation fo( i' Life's Good h ,h ' f' �) ,ta;'�B{.� et:tear" i: I;" . ' .,,: ) fil-i',114" rlt.i 1 f i • t /D LG 2 hM )1 LG's new module,LG NeON""2,adopts Cello technology Cello technology replaces 3 busbars with 12 thin wires APPROJED PRODUCT to enhance power output and reliability-LG NeON'm 2 D VEc E C(ED us 6 demonstrates LG's efforts to Increase customer's values �''S I I '��� beyond efficiency It features enhanced warranty,durability, I t Intertek ' '_ I "',564573 55156 215 performance under real environment,and aesthetic Ono;,,,,o:-,-,tn,:, design suitable for roofs IQEnhanced Performance Warranty 9 High Power Output Fol LG NeONm 2 has an enhanced performance warranty ggg®- m- Compared with previous models,the LG NeON°''2 The o nnual degradation has fallen from-0 7%/vr toa9i{I� has been designed to signtncantly enhance its output 0 6//yr Even after 2 S years,the cell guarantees 2 4/,p MN efficiency,thereby making it efficient even in limited space more output than the previous LG NeONT"'modules 1 of,,,,''';, Aesthetic Roof Outstanding Durability LG NeON"'2 has been designed with aesthetics in mind, With its newly reinforced flame design,LG has extended Tillythinner wires that appear all black at a distance IIMP the warranty of the LG NeDN'"'2 for an additional MIR •he product may help increase the value of 2 years Additionally,LG NeONT"2 can endure a front a property with Its modern design load up to 6000 Pa,and a rear load up to 5400 Pa ®0o Better Performance on a Sunny Day �� Double-Sided Cell Structure LG NeON"2 now poi forms better on sunny days thanks The rear of the cell used in LG NeONT"2 will contribute to lllllto its improved temperature coefficiency ������ generation,Just like the front,the light beam reflected from 1R4 the rear of the module is reabsorbed to generate a great amount of additional power About LG Electronics LG Hectron,cs IS a global player vibe-,'as been rormi,,'d to neaand,nq in cupacte;a,ed ore...alp,energy busncss as its future g'owth erg,re tNc rmb,r,rd on a cola'cne•cy source rosea-ch program n 1965,suppo-ted by LO Group's rich er pt.nence in sane-conductor LCD chemistry,and material;industry We successfully released the first Mono Y-series to the roar net,r 2010,tid',cn auerc exported cc 32 countries en the folLnvn;f 7 years tne•eaf ter In 2012 _C Net,\';p•es,ou'I,4nt,,e.'s Moro r^NeON)non"Intersolar Award',.h,rh proven sG,s toe leaser of nnovaoor in the industry LG N eO '''2 °LG31*iit-`00. Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 315 W Cell Vendor LO MPP Voltage(Vmpp) 33 2 Cell Type _ Vlonccrystalline/N-type MPP Current(Impp) 9 50 Cell Dimensions ___ 156 75 x 156 75 rem/6 inches Open Circuit Voltage(Voc) •136 s of Busher _ r 12(Multi Wire Busber) le Short Circuit Current(Isc) 10 02 —— Dimensions(L x W x H) 1640 x1000 x 40 mm Module Efficiency(%) 19 2 64 57 x 39 37 x 1 57 inch Operating Temperature(°C) -40--90 T Front Load 6000 Pa/125 psf 0 Maximum System Voltage(V) 1 000 Rear Load 5400 Pa/113 psf 0 Maximum Series Fuse Rating(A) 20 Weight 170±0 5 kg/37 48 n 1 1 Ibs Power Tolerance(%) 0-+3 Connector Type MC4,MC4Compatible,IP67 'STC rs;aadan est Cordmw',irr,naetee1000Vase'r&a,reTempt ra:ure25TC ca115 •The nasep'ate mat,Map,5 mezwredjra deter•e to;by L Elec,m^Ics a,.ts n'e ore „a dscrc:ior Junction Box 1P57 with 3 Bypass Diodes •The}p¢a,rtange°moluie efFc earl rt Zoo 0.0m n relate-1 to 1000 N.5en'.5 2 01: Length of Cables 2 x 1000 mm/2 x 39 37 CLh Glass -sigh Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Module Type 315 W Certifications and Warranty Maximum Power(Pmax) 230 Cei tifications IEC 61215,IEC 61730-'/-2 MPP Voltage(Vmpp) 30 4 tSC 62716(Ammonia Test) __ MPP Current(Impp) i 53 - IEC 61701(Salt M St Ce,orlon Test) Open Circuit Voltage(Voc) 37 3 ISO 9001 Short Circuit Current(Isc) 3 03 UL1703 is'OCT(Noble.Opt at••x Ce'Temnera's'P, a__m,,SOO A',r -711,00,dwr- .1',nose 1t^r. J--- Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORO C1703) Dimensions(mm/in) Product Warranty 12 years pmt _ -- Output Warranty of Pmax Linear warranty' 0 •1)•,t,ee-50%2;A4e-2nc yea-O c%Gar--a.e,cda-•c-3103 sY,'or S wean Z� Temperature Characteristics _ ^( 1 n,. NOCT 46 3°C •i I,,.. a �' °,,,, (/ H 1 Voc -0 233%/°C Isc-- — 0035'./'C . . .__ c-' Characteristic Curves \ �.w ,' ~' 1 __,,, ,owl anew _ /1 j qy1\ --- it 1. WOW ear. —t 60311/ 1 4001" / :::.::,': )_aa - - WNW I a b .L OW 5G5 1500 taco 05°0 3000 3500 1000 4500 !t ,, a ;? e€ s p til X1,1;' fi( F @ .r` -2 '3 4 t 1 I I ea i Pa. I -.rtlt(11 oI SII li ;�! �� 1 imrattrce(,) t 151 i:. 1 �I—I is Ila I II I�i�l .I l I• 10 -23 5 25 s0 °0 •it,0.rn,e LLIWFCr Ibe Correa et Nen r,e^Jh1na^4l0l•,ci-ti S LG P1ayt t Amerca Sala,Eustress Team LG E0cvo,eS USA he Product sPdc fit atlons are sub ct to nan00 vnc,lcu;acture Dy-N2-60-C-- r-CN-50,127 llfec Good tOOC Sy,va^A;e Erq'ecra^rJ ark,N,07632 , =cpyu,nc©?015.G eur0,lt.s MI,17,-is re:e•ved Innovation for a B¢ fe e-� Se4 Contact,9 solark@lge cam 01/04/2015 1"..' ,4 iit, tars I•JW:arusa Con; I j J_A IR©NRIDGE Roof Mount System _-- - ---___-- _-- XR10 Rail XR100 Rail XR1000 Rail Internal Splices -. �t r •3 t . -----------••-•-.-_klAil• t •- - • ' -F-_-,,,.:,, ----------..ffii_ - ‘...._ i �-,.r.="` " ,, .e,4 A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices - w -` for regions with light snow solar mounting rail rail for commercial protects for seamless connections. - , '- 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws _ • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails - 4'- • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps altered yyy '' FlashFoot Slotted L-Feet Standoffs Tilt Legs i_7 _ \ - -, Anchor,flash,and mount Drop-in design for rapid rail Raise flush or tilted Tilt assembly to desired with all•in•one attachments. attachment systems to various heights angle,up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC&IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black anod finish • Lengths from 3"to 9" • Fixed and adjustable CI1i71.1L,&L',"0•n,••.'.1 ------ -- --- — — — IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and proven in extreme environments. End Clamps Grounding Mid Clamps t , T-Bolt Grounding Lugs, i Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products pie fully certified,code compliant and backed by a 20-year warranty. G f� Zit , c t ii r i-R 0 Strength Tested r _ ? PE Certified _,_... !I '4 =1� ;"r — ___,a_. ti•� r ;t1 ,',',--3,,, All components evaluated for superior i�I�,},V, Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and - _ i structural performance ` _, available in most states. modules at ends of rails. in the middle of the rail rail's top slot organized look for rails • Mill finish&black anod • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates pre drilling • Perfected End Caps Class A Fire Rating _—i I Design Software • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer fi s , Certified to maintain the fire resistance ;, -''I Online tool generates a complete bill of ': _ rating of the existing roof - j materials in minutes _ _fli Design Assistant I NABCEP Certified Training `- >--.,.i Integrated Grounding j- -_`• 20 Year Warranty -", �4 .1 i i, (l Go from rough layout to fully •r..-'-- �•- Earn free continuing education credits, j i;i•, • -r t - ,engineered system For tree a •- while learning more about our systems UL 2703 system eliminates separate Twice the protection offered by I` .__ module grounding components I _:-_I competitors - 1 r �• =i7_+. 2�J• •.} .gin. a� �`s:� -u,r- �i� ;.i� ,f;;., ,fb� ~',", teii AUTHORIZATION TO MARK Installation Overview , , Install Roof Attachments •Install appropriate roof flashing andlor standoff for root type This authorizes the appllcabon of the Certification Mark(s)strewn below to the models described in the Products) •Attach L-Feet to flashing or standoff Covered section when made in accordance oath the conditions set forth in the Certification Agreement and Listing - - - -— Report This authorization also applies to multiple lister,model(s)identified on the correlation p 7ge of the Listing Report Prepare Rall Connections - - applThts document Is the tiopof t of Int ylAu resting Services and Is not transferable Thu certification marks)may be •Insert splice into first tall,then secure with Grounding Strap and applied only al the location o!the Party Authorized To Apply Mark self-drilling screw Applicant •ronRidge Inc Manufacturer IrnnRidge Inc •Slide second rail over slice,then secure with o osite end of Address 1495 Zephyr Ave 1435 Daechtel Road p PP Hayward,CA 94544 nddress Willits CA 95490 Grounding Strap aEkf'3 fnlhng screw " i Country USA Country USA Contact Yann Schwarz Contact Jim Norsworthy Phone (000)227-9523 Mount&Ground Rails - - • (510)225-0973 Phone (000)227-9523 ' - FAX (707)459-1633 FAX (707)•59.1833 •Attach rails to L-Feet and level rails. I , Email yschwarz n ironndge corn Email )nersworthy@ironndge coin •Install one Grounding Lug per row of modules Party Authorized To Apply Mark Same as Manufacturer Report Issuing Office Lake Forest,CA - -j.•r,,, .,,,_ I 1 r c y1( •Connect Grounding Lug to grounding conductor Control Number 4007559 Authorized by for Thomas J Patterson Certification Manager EFL CLASSIFIED - Install Modules&Clamps - -- -- ---- - - • rot Install first module using End Clamps and Grounding Mid Clamps 11 us •Install additional modules using Grounding Mid Clamps Intertek •Finish row with a second pair of End Clamps - This document supersedes all previous Authorizations to Mark for the noted Report Number :«wv � ,.,wu Testing&\Certific — — CV,,a�;r';, t ation "•,rn ,. a` ryti "`, ro„.n,", M"no•r,•, _,.-,,,,ra,•,,,..,.,,r.,.•,x W- ";.; '„,M,P� : a o Module Frame Compatibility , ; �Kk -,,nn.�",.>,a,M „<r ." rr�" „u,,,r."„' The IronRidge Integrated Grounding I Intertek Testing Curnees NA Inc f -- -- -- - --- -—--e System has been tested and certified to Tr ! Dimension Ran P 615 Cast Algengwn Read Aibnglon Heights,12-2e3L 5 UL 2703 b Intertek Group plc - ---- --- - - :- 1 , TNephone 830.3 t5-3851 cr 6717-439-56,157 Fee 312-283-1612 y p A 31 Omm-51 Omm Standard(s) UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Fiat-Plate UL 2703 is a proposed UL standard ” B _ 5 08mm(minimum) I Photovoltaic Modules and Pantos,Issue Number 1,October 4,2010 for evaluating solar module mounting Any module frames whose parameters are eel listed in the Product XR Rails with Integrated Crowdingand clamping devices It ensures these provided table have not been Tested for compatibility Brand Name NiA _ devices will maintain strong electrical and i Models' S1-010D•005 51.610D-0038 51-5000-001 and 51-65-001 mechanical connections over an ertended ' period of time in extreme outdoor The Grounding Clamp has proven robust in grounding 60-cell and i environments 72-cell solar module frames with box construction and a range of anodrzation thicknesses. The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction of UL 1703,the solar module testing within the parameters stated above are compcJ:ble with thb standard,including temperature and IronRldge Integrated Grounding System humidity cycling,electrical and mechanical ' load testing,and manufacturing quality '; reviews -- Arm for Report 101541132LAX-0b2 Page 1 of 3 ATM Issued 10-11ov-7014 Z Ate'j.= ....-2:3-_,J!, IRGNRiDGE XR Rail Family ( �\ i— j v Starling Madison Lofquist, Inc. >>a:,r i- t`•+,'r^I ;;Iv,Ct,; ty - 5224 South 39t1'Street,Phoenix,Arizona 85040 , tel:(602)438-2500 fax:(602)438-2505 www.smleng.com Over their lifetime,solar panels experience countless ^'. �' ��� extreme weather events.Not lust the worst storms in years,, R - F � ` ey .' but the worst storms in 40 years.High winds capable of '�,�...����_ � IrunRulge ,loot 16,2014 ' , ripping panels from a roof,and snowfalls weighing ,.� � Z �� I495 Zephyr Ave Page I of 11 enough to buckle a panel frame,- : ---.- c* -.A141'��,' I layward.CA 94544 • i�`�- 't-^::�q;:�� . ^ -` XR Rails are the structural backbone preventing ;y,c�?:-.,r,::`��=-_,,.mise;-.- "�q� �a°� q these results Theyresist uplift,protect -:':'=•c,%% "' C''-''' ,I,'''''74--3 :-%"c'.7 ' r z,¢�_ - �r, Ann Mr.David F Tag tan,�ice Piesidcnt I'roducls ( a t against buckling and safely and efficiently --', -/'•.';.+,c"�•„t ':��i;��-��'__�, �� ��� transfer loads into the building Structure -'--;:::::::".•.`---/•--, '.- eesem_"_;gyp J i Subject IronRicl e X1210 Rail.Roof flush Mounting S sten,-Structural Analysis Their superior spanning capability .f" •C-• y ser(`:_"n-ii `;;(-n r,3n °C .fin: l 'Y Y reducrequiies ng ngf the numberroof tof rootents, ' - <a -;.-_„-:-'L,;„:::_//:: _ . 1,,57,3�i.,,{;T y„ penetrations and the amount /-. ._- -Jur=:, 1-.4 4::-'4'.-N. Dear Sir of installation time "-` :: ',i.3,::::•-----,..:',t,‘ -,-.4,7-'-,',d1,---:•;,i' r'r- : ';',. =- - '- < ) _�,) We Bove analyzed the IronRidgc\R II)Rail for the subject solar nodule support system and if' • ` t ` ;",'`-> 11r=i_ -i- -i, determined that,for the configurations and criteria described below,it is in compliance with the y -_•-•---_,'!:".'e4' t,'^+• -- ) applicable sections of the following Reference Documents , _/ ;; ,; Codes.ASC C/SEI 7-10 iv1in.Design-Loads for Buildings&Other Structures Y--1 -it I . , ' international Building C'odc 2012 Edition ,rc California Building Code 2013 Edition_ ,-----,-,•-•---=-7---,.--_, t l(I Other AC428.Acceptance Cries for Modular Flaming Systems Used to Support PV s f{ * Modules,dated Etlecuve'Novet20l21;y tCC-ES ,..�f'1 ' , ,h it Aluminum Design Manual,201(1 Edition r, •h/ rr,r- "b '`^i/ - s'4 .J 1 he Iron Ridge\RIO Rail is an estrudcd almnnmin section with an overall depth of 175 in.and a net ;s l y)`'' Force-Stabilizing Curve 'y area ol'0 363 sqin De rails arc used to support solar modules,typically,on the roof of a building ' -`.'-' -^y•.: . _.-,-� Sloped roofs generate both vertical and lateral ''2 support I Y, e ^e•''x- ..1 torte:on mounttrig rads which can cause them See Exhibit A—attached 7 he rails are clamped to aluminum angle brackets that arc either attached F = -•I ,to bend and twist TI•e cursed shapeof XR Rads -- - ---— - i" - =•idirectly to the loot framing or attached to a stand that is screwed to the roof training The rails arc t -. '„-�''�,Li� - t{ ,s uses ally tlosgrwd to increase strength in both 1' - ,a4'" / •r direction whinros,sting the hawing,Tots unique mounted across the slope with a small clearance(flush mounting)to the underlying roof structwe - %; i d -. feature ensures greeter,ncunty during extreme Die installed solar nodules arc at the same slope as the underlying roof structute 1` s - i r . .i 4' ncaiher and a longer system lifetime #', r,• All loads are tr:utsfcncd to the roof training through the angle brackets by simple bi-axml tlest ie of 1, - the tails The maximum span of the rails is governed by either the mud-span flexural stresses or the deflection requires'nt that the rail not cone into contact ii ab the roof The effect of seismic loads(tut all design categories A-I-)have been determined to be less than the effect due In wind loud,in all load conditions and combinations Therefore,the maximum allowable spans for common load cases are shown in Tables 1,2&3 helms for 0-6 degree slopes.Tables 4,5. i r .6 below foi 7-27 degree slopes.and Fables 7.8&9 below for 28-45 decree slopes. f Compatible with Flat&Pitched Roofs 1 Corrosion-Resistant Materials - f-"-}-`}}I XR Rails are 7--.;l IronRdge offers €€€1 At XR Rmis am'node of marine grade yl�y. I I, t --�p,d compatible nnh (L 9:,..t.,`,..;, 1 a range of 1111 lee I aluminum alloy,then protected wits an r� - IIip� 7 FiashFool and !i ',1 oplrons for flat anodtznd hntsh Anod,nng prevents sot lace lh�p��it I 1`,y di t othor pitched root (� �.lt roof mounting arid strusinral camston wade also prov,dtng 1 i La-r___e]attachmorns - -i applicallens a more attractive appearance i _ Starling Macleoan I.ofgmsi,Inc Cenvrlririg Structural and Forensic ung.»ccrs Z m ? r. 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Taggart Page I I or I I IronRidge XR 10 Rail.Roof Flush Mounting System-Structural'Analysis IronRidge XR I0 Rail.Roof Flush Mounting System-Structural Analysis Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes-Tabulated values are based on the lollowiug u'term XRIO Wind Ground Snow Load Rail Speed t Building mean roof height-30 0 10 20 30 40 50 60 70 80 00 2. Risk Categoiy I Exposure mph 0 psf psi psi psi psi psi psi psi psi psi 3 SoIm module long dimension=67 5 in 100 59 59 55 49 43 39 35 33 31 29 4. Provide 2 in clear between tool and rail 105 56 56 55 49 43 39 35 33 31 29 5. Ind t.,uthlever span(nm\)=0 40 a ala\IIIIUmmi span fritni above tables 110 54 54 54 49 43 39 35 33 31 29 6. No tail splices at rad spans Cate o 120 49 49 49 49 43 39 35 33 31 29 7 No tail splices in middle 1/3 of interior spans a rY 130 46 46 46 46 43 39 35 _33 31 29 0. Single simple span(%) Spans listed in the 6tbles above may be multiplied by I 011 for 140 42 42 42 42 42 39 35 33 31 29 continuous rails oil of more spans. 150 40 40 40 40 40 39 35 33 31 29 160 37 37 37 37 37 37 35 33 31 29 170 35 35 35 35 35 35 35 33 31 29 Out analysis assumes that the talk,including the connections and associated hmdsuuc•arc installed 100 50 50 50 49 43 39 35 33 31 29 nt a workmanlike manner in seem dance with the•'ImnRidge Roof Mount Installation Manual'by 105 48 48 48 48 43 39 35 33 31 29 IionlLtlgc and generally accepted stanch ds ofconshuclion practice.Additional joint mat it ion is 110 45 45 45 45 43 39 35 33 31 29 available at the honRldge swb site.ImnRidge.cotn. Vctifk,ilion ofI'V Module capacity to suppo]I 120 42 42 42 42 42 39 35 33 31 29 Category the load.:associated pith thegiven allay shall be the responsibility of the Conanclm rn Qsvnci and C 130 39 39 39 39 39 39 . 35 33 31 29 not ItonRidge or Starling Madison I uliluist. 140 36 36 36 36 36 36 35 33 31 29 150 33 33 33 33 33 33 _ 33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 The adequacy of the supporting roof funning is to be determined by others 170 29 29 29 29 29 29 29 29 29 29 100 46 46 46 46 43 39 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please Leel lice to contact me at your convenience it you have any questions 110 42 42 42 42 42 39 35 33 31 29 120 38 38 38 38 38 38 35 33 31 29 Category 130 35 35 35 35 35 35 35 33 31 29 /' - D 140 33 33 33 33 33 33 33 33 31 29 Respectfully yours, 150 31 31 31 31 31 31 31 31 31 29 ={f I% oy Alts Jb A9� ^• s�,C(^•F^� 160 29 29 29 29 29 29 29 29 29 29 °j QF �;•-( vF9 r ? _. _ --- - - - 170 27 27 27 27 27 27 27 27 27 27 'f les Wainer,P.Li• (_ �x to Nntcs-sec rap:I I Design Division Manager : -3,;I (��0 u, Oar, a,-•�`,rQ 007991 A� VlJPC5S10 i ? •`/fG - e .. -.... -_. .. .......-.—. .-..-- _- .. �^� Stariiiig"L+dtcon Lofquist,Inc. Consulting Srrnentad and I orgastic Enginecrs Si,ulmg Sladison L,f piist,Inc. Consulting Structural and Forensic Engineer'. 7 -11- - LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:lcs4d@aol.com Monday, December 14, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel.,631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re; Twenty(26)315 W P.V. Roof Top Solar Panel Array, 8.19 kW Total Output,for Farrell Residence—1225 Jackson Landing 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 VisitNerification 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, 2"x8" Douglas Fir rafters at 16" on center, 1/2"thick plywood roof decking with 27°roof pitch,2"x8" Douglas Fir ceiling joists at 16" on center,2"x4" Douglas Fir collar ties at 48"on center. Our review of the photos 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): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array 1, Dead Load: 2.7 lbs/sq. ft. 1 s Total Weight of Array 1: 1232.5 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 2010 Residential Code of New York State,the 2001 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, c\i_5 uigi Claudio Sol-ndra, P. E. of NEW ). 4iPJ ; r. SOPE WORK 1�I DESI� BY: JAMIE M NNICK - - �- - = NASCEP cEM"IFIED TO INSTALL A 8.190 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE 511 i 0 1"a�t39 FARRELL RESIDENCE, LOCATED AT 1225 JACKSON LANDING,MATTITUCK, NY 11952. f. h 1 ' , : , ' f % I , " I •.- 1 I i ' • t , 1, Y 1 ' THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED i. 'f' a x p m F I I4.T s f; t " o V REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. F 1• ', ' , �Jr 'p I ,' 4,F a '° I.. ],. t 4a 4 'f f I } x l £^ i �, E "r. _ @' ' (MSC 1333-1 GATE �• THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. f 1` t ' ; ` d t 4 I! + j` l[ 1 Q w' -- - , SY;fi EIV] RATING 1 1 1(1 , yI ` •' ' 4 ORIGINAL 11-27-2015 11111 s tiF x ya f :F x '.I' !` J j ar v l 1111 8,190 kW DC STC 1 5.980 kW IAC PTC p F II ` I . 3 , , If ! , ' E ''', p I i { "± `F s I + , n 7 + f , 1 1 f' r , ! a situ . ,,,,,: 9I' Is � IE �1 IPi1 EI IT SUMMARY l 1 � 1 : - �� 11, _ Nli " x „ d k w ,; 6 1 a w ( 1 I . rc�' 4 ,P; 1 x ID r - - — �'. Y, { a' X4+1 ^fi T AP , , " T .. ..i .a. .�.. 26 LG315 NEON 60 PV MODULES ], 4'"` �. , , '} ��. , +' ,I• n. ,• , `. - _ - - iy„ „ •, I +t. cONTRACTOR 26 ENPHASE M250-60-2LL-S22 MICRO INVERTERS I, i F 1', ' A �r $ '; 4 1 I SO4t14A ret+Q �` rY t I w I IRONRIDGE XRS1000 MOUNTING SYSTEM I "• I• I ,k t Q 0 U t 1 a _ - apw - ,• ,,Ir ,,, a1 _� 1 .�• ,t 6x�' �"t 1 i s ^'' '{I': '' ' ��atay I• R, I,. - 1 E �I b` .YM - _ J y� g. r' I 1 N a A,1 d �( , SHEET I D EX / ' w 1,.,-.;,.1 . ,.; , 1 V l` [ '' , •'fi 11: " u� III \ , '.„« r�: w 3i PrP '�4 Ir �, " -1m 8 r F � I I A 3./I 1 '� 9 4 a PV-1 COVER S, 42- - ,11 1 1 ' , PV-2 SITE PLAN ,� na,,.,»n,,, mweAvea. 1 4 It° a + r t, SOLAR UNIVERSE PV-3 ROOF r V LAYOUT "� . i r 13 3. I' > ;, ,. a, 4, 0 4, 7470 SOUND AVE PV-4 STRUCTURAL/ DETA4LS & SECTIONS MATTITUCK, NY 11952 GOVERNING CODES I LICENSE#43889tH PROJECT LOCATION PRO.EC NAME E 2010 RESIDENTIAL AL BUIILDING COD,E OF NEW YORK STATE 2011 NATIONAL rzLECTRICAL CODE (Of NLS PO• Ii, UNDERWRITER,$ LABORATORIES I.IL) STANDARDS ,C. CLAN J G O, tV OSHA 29I CFR 1910.26) �� , ' U `- GENERAL NOTES al * �" r W Z _ r �' Ill � U..- ay r _-.i e�' _ *. 'i!i+., !, 3,� + , k ,� � 1, CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS � u� 0 *' .•., _ .. ,, ; • i. s, i a" R �' w ,b �/� —) >' } aR AT THE SITE PRIOR TO STARTING TO WORK ANIS SHALL 40, F 060935-�` `a42 >t I TM ` „ «', FAMILIARIZE HIMSELF WITH THE INTENT OR THESE PLANS O A ,' , ttor „1 t - r"` ,r," 4 ' "t W AND MAKE WORK AGREE THE 1AME, ROFESSION� I II, , - - ; ,, �, .,p „,* ' r- „c, y , � 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED 4-- V " ' ,,TI, ' Y' I ' .r , 4' t.,, , ' ;1 " ,, 4 Go 0 APPROVALS PERMITS, CERTIFICATES OF OCCUPANCY '.* 4 P." -•' '" '''- ^^ "� - ' J ' 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. " " ,1 ;1 J INSPECTION APPROVALS, ETC,, FOR WORK PERFORMED ACT OPERATION, ETC..ADEQUATE FOR THE " . FROM A(3ENCII S HAVING JURISDICTION THEREOF, IF CONTRACTORS LIABILITY, WORKMAN'S S COMPENSATION, s et w r 1 .1,, - �,• ,�I ° fog COMPLETED O O ' : .- - , (9 ..7 { ' i t , "e W fX _) , I REQUIRED. PURPOSES OR THIS PROJECT AND I��URNISH PROOF OF •' w .'. 'r •1 o► ' ' "' '� > 4 ��,�. '' 3, ALL WORK SHALL CONFORM TO CONSTRUCTION CODE '• Q_ I-- ANC) ALL RULES AND REGULATIONS OF THE RESPONSIBLE SAME PRIOR TO COMMENCING WITS I WORK. I;rr++�' ''� "1 '*. °¢ ,� 1 ar r."^ "+ ,� 11, EACH SUBCONTRACTOR SHALL DE RESPONSIBLE FOR , .. + ,i;1 ; JURISDICTION,, • ] - i 1 N MAINTAINING SAFETY ON THE JOB SITE DURING THE I ,( I _ , 1_, 1 �' , t 4 , V-- 4, IF IN THE COURSE OF CONSTRUCTION A CONDITION +�' 1 N CONSTRUCTION PHASE TO COMPLY' WITH THE (REGULATIONS ' C •� R I * . #.2 , , I. I EXISTS WHICH) DISAGREES WITFl THAT AS INDICATED ON AND REQUIREMENTIS OF TETE OCCUPATIONAL SAFE AND y .*"'- _ - 4-• ` THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND �` r Ott ;_ r 'f "` rv` _ HEALTH ADMINISTRATION, THIS SHALL INCLUDE., BUT ARE r1.,- -,�' " .� NOTIFY IIFiE ENGINEER. SHOULD HE FAIL llO FOII1_O�J THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER , �� s '' '` �'# e ', SKEET NAME"' PROCEDURE AND CONTINUE WITH THE WORK, F E SHALL BRACING SAFETY RAILINGS AND SECURE FOOTINGS FOR 1' a . 0 A f r '' is �' t,t '* ti ASSUME ALL PESPOINSIBIILITY AND LIABILITY THIaREFROM ` ' ` 5, ALL STRUCTURAL STEEL SHALL BE A-361 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WALL AS '" . PERMANENT CONSTRUCTION. ''' # ",.•, ,�`� � i i ;� \'C FABRICATED AND INSTALLED AS PER LATEST AtI,S.C " r "^ 1' ''' ` COVER 12), FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE r,,,— '",. ' SPECIFICATIONS. x "4' n'I t DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY i # , I t -. t ik. M 6, ALL ELECTRICAL WORM:SHALL, BE BOARD OF FIRE �, t _, { J" . "* ,_ 34 EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY it { �"� I ' ) �` * " UNDERWRITERS APPROVED AND IN ACCORDANCE WITH Ir • EXISTING CONDITIONS PRIOR To ORDERING MATERIALS AND � `I `� +'I a IC , N.E,.C. & NYS CODES & REGULATIONS 1 z I +� a lr `' ` -"', * , ` ... . . DI=AuvINc?fi><,r�LE' 7. ANY DEVIATION FROM THESE; PLANS WITHOUT THE COMMENCING WITH WORK. I;Alt, � * ., x. � k #- 13. CONTRACTOR TTO REMOVE ALL DEBRIS CREATED BY THIS a ,, 4 . WRITTEN]CONSENT OF THE ENGINEER WILL NEGATE THE. * . r„a� y„., �” 4 �'^'` ` #. •- '`r ' ' ENGINEER'S CERTIFICATION IV OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL *. „ i,� * . r w a � ' " - MANNER ON A WEEKLY BASIS OR SOONER IF CONbI" IONS 1, ,� 4 8. THESE DRAWINGS AS IIHSTR�JCMEIMTS OF SERVICE ARE 'J't *4 a".°` , AND SHALL REMAIN THE PROP RTY THE ENL ]NEER -- WARRANT. •• - .._ i .a:.... °? .. 0 . t ' ,0-' i ` n .+r- y I ANDS WHETHER THE PROJECT FOR WHICH OF ARE MADE IS 14, AT THE CALL OF WORK, THE SITE TOIA BE µ - EXECUTED OR NOT, THEY ARE NOT TO BE USED ON ANY CII EARED OF ALL DEBRIS AND EXCESS MATERi 61LS. lIRE �HIEET N MBEt OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT FACILITY IS TO BE LEFT BROOM CLEAN AND WORK ISTO BE AERIAL VIEW ` ' 9, CONTRACTOR SHALL PROTEXTENSIONS PATCH PD REPAIR ALL COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER P V -1 PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. • " 1110,._ .._ .„e._ ,..... e.rm. • DESId`ilel&DRAFTING 13Y: IAMIE M f� lcI NASCEP C:F@TIINFIED 05111x,129 a.... m REVISIIONS I: DESCRIPTION DATE I; ® I EWA ORIGINAL 11-27-2015 I ,� ,ry -- `1 11.11.1111 _. ua at=ammdlist.smum11#13tresal. CONTRACTOR LEGEND W !� a I wr Ex1srINC ciurf�—51 ! • ffk I MAIN SERVICE PM03 /^� 4� A C DI. LONNENEI S a �L! (� ell SOLAR UNIVERSE 1 coCBlrtC O -ems 7470 SOUND AVE INVERTERS .,,. GND ELEGYFDDE MATTITUCK, NY 11952 ^ *:'!.x NV MODIORE ! CO ' - - -- - - 1111 I. 1••••• _ 1 LICENSE # 43889 H o °�l". .. . ...� tc •,.. a RACKING RAIL N, et PROJECSK NAAMEram O ATTACHA,JEVV POINT __ ._. _ _...... ,. _... - 'SLAFTER$ 4-Jtl ROOF PIfISH ANGLE ( 1 'r SUNRUN'METER E `•/ ® Cn F. VENT .. ■e n �� �! 0 PLUMBIN0 VENT 0 _ >.. ,. m SKY LIGHT' CO Z o UJ Z CHIMNEY 0S0MPOSite SHINGLES 5000 Ci1NORhON CDFIOTENT1 L SI-LADING ISSUES' TRIM/REMOVE AS NECESSAW O _II -74- ,,„..._,,..T._ •I QIF"Ln I SHEET UWE 1 OF NEW y SITE PLAN (�G A 5SP G.SCIq ;i �'�li ,®_... �" .yrs-._ ��� e .(1 dIiFAWING SCALE hir Ail. 41 CONSTRUCTION NOTES � s o -Is? ,...eem..� 1,),ALL EQUIPMENIT•SHAIIL-L BE INSTALLED IN ACCORDANCE WITH THE ��p 6pg35- �'� SHEET NIIJM� � MANUFACTURER'S INSTALLATION INS1RUCTIONS, ROFESSION4- 2..} ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 3.) ALL LOCATIONS;ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ....... pbtemi Rim,,.....d>„eta,...—L .„.—ee.lti'soe.—k . ur_got...mca+ov®a qM . x ...gt—h+ ww. ,.... w—. Ip....,...—.a 4w+.,6**, .....L . ., ..,,q.,,.. .....towPJ„. .ra,q*. _. .. ._R.—_-'maw .„;,....... . ... _..«— •16... _„,.,• DESIdli9&DRIlAF11ING SY. r JAMIE MIIIJNICK CONSTRUCTION NOTES NAP,CEP CEsf'STIIFIED . 051112'in 1.) AL.L, EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE sorisitimstmEtakimmniNammeniga MIANUFACTUIER'S INSTALLATION INSTRUCTIONS. ;, 2.) AILL OUTDOOR EQUIPMENT SHALLE RAINTIGHT WITH MINIMUMNEM4 3R RATING. J REVISIONS 3.) ALL LOCATIONS ATE APPROXIMATE AND REQUIRE FIELD VERIFICATION. t. CESCWIPf1°N _,_ATE REV ORIGINAL 11-27-2015 9Mk l_EGENIl7 � – .-- re,, EXISTING num METED - CONSTRUCTION SUMMARY L. MAIN SERVICE(PANE_ _, - r NEW FV SUB-PANELS _ A/C DISCONNECTd (26) LG 315N1C-G4 PV MODULES., 8.19 kW DC STC COMBINER (26) ENPHASE M250-60-2LL-S22 MICR?INVERTER'S UNFERTERS (50) ATTACHMENT POINTS 0 64” OC MAX. 4-1 END ELECTRODE(50) (175.5) LF IRONIRIDGE XRS1000 MOUNTING SYSTEM pv MODULE Roar TYPE = ASPHALT SHINGLE RACKING RAIL ROOIr/ARRAY #1- PITCH: 27°, AZIMUTH: 237” Cl ATTACHMENT FEINT i' ROOF STRUCTURE = 2X8 DOUGLAS FIR RAFTERS 116' O.C. -.t-��ERS 1,� 2X4 DOUGLAS MR COLLAR TIES 048" O.C. NOTE: 4.-ROOF PITCH ANGLE ARRAY #1 } SOLAR UNIVERSE iI .5:° r, SUNRUN METER i1, 26 MOL ULIES 1S, SPACING BE7INEEN P\I� MODULES 1TYP. VENT 7470 SOUND AVE 27° P111'GH DIMENSIONS ARE FROM EbGE OF PV MODULES I MATTITUCK, NY 11952 287° AZIMUTH TO EDOS OF Floor SHINGLES TYP. PfluMeddvG vE144 i` LICENSE # 43889 H ECSKY LIGHT r„�...rimmaaie'+ • f �J CHIMNEY nm / 7/ /ff fff/ ! f 18” FIRE SI£TBA4'Ew'° c(� RIDGE ��/ �f, '�� � ///, coMansRESH�tGLEs PROJECT RIME 11 / / / / / /// f' 1 // // / / >// / - / //,/ / �f /J / // / // / / _ GOOD CONDn-ICw (. ... ...:,:.. -l... � tv W.,,.. ,. . -1 ..,w... ..„.... .. .., ....,..,...r- .., rc.. . .. - .. ... .... POTEfUI"IAL SHl'+FbING IS9NE6" 0 I I .,. I .. I ' t I i _ - ._. ,I TRIM/REMOVR AS NECEsS..ARY z cn I I i I 1 1 1 z 1 f 1. I I 1 1 1 _ ILLA eN J ___ ! J — f .�,.–. 1— . 1 —1 I ”, w Z Z I 1 1 I I I 1 1 1 I I U) U NEw i1 I I i I I I I I I1 Ii i /� �o�14 j ;' ---m ckiitiiiik I _... I E I im® r6.As�w,N.k��.�m® rcp�HH T1 Q Q 1 1 I f O � � dI 1 . i i ' I I i ; 1 ,, , I I O ,,,,, 06.936.., , ......................• . 'OR.. I f t 1 1 o�Esso0° SHEET 11AME 1111111.11111111 J JLT 'I ROOF DETAIL; 0) o Io DRAWING 10CALE •••••• ..41434:Z.......c li::'0 o 6 N N N j SHEET NuPsER E., x i tt A II PV-3 7 ,r ' , L'OA,D CALCULATIONS ARRAY X1-1.- ITEM DESCRIPTION ARRAY #1,2 DESIGNI&DRAPTYNG Ely. Module Weight -__ _37.48_Lbs (R) Rafter _ 2x8 D_FIR @16" Q.G. JAMIE MI1ONICK # Of Modules =. _ _ __26 (D) Decking 1/2" PLYWOODNAEMEPCE.EITIFIED 051112,129 Total Module Walpht 974.5 tbs of NEM/ y', (C) CollarTio 2x4 D-FIR @48" O.C. �. �m�! Total Length of Rail _ 175.5 Ft �,�4' (J) Joist 2x8 D-FIR @16"O.C. �� - ••• l Rail Weight per_Foot 0.9_Lbs �V%. " I EVISIr tdS (P) _Pitch #1-27 ' Total Rail Weight _ 158 Lbs < t ''�� (V) -Hot ht 68" _ - OESCPIPT1ON DATE ®,• # of Standoffs -_ � ' �I%�. 01�n',-;. * (H) Sian Width 1680 ORIGINAL !1^2T•2015 �; Weight per standoff _ 2 Lbs ;�`r,w.1f f Total Standoff Weight _ 100 Lbs f 11W'J1 �� -- Total Array Weight 1232.5.Lbs Point Load 25_Lbs •y� �s0935-� O= (�� - ii Total Array Arm_ 462.8 Sq Ft �d ARo �,�'� �<� - -- ■y Array Dead Load` 2.7_Lbs/S[LFt FESSIO� CD) __ �,.: i !is per ASCE 7 - Method 1: s� 0 (fig 6-2)'- # F-(table 6-1)_" 1 I o� l y I.net °El Kzt I r�rlet3C5 (eq 65-2) Kz (sec 6.a.7) I -�riet30 (table 6�3) # - _ CLIMACTIC AND Ground Ind Speed Live loath, Point lax fastener f - ooNrRA TOR GEOGRAPHIC DESIGN Category Snow Load 3 srlc gust pn�it130 peg pullout loatil Fasteher Type spacing along f CRITERIA Pg pip ASCE7, psf Ib. rails kIn. A # -_ 20 120 # 468 5/1 " x 6" Stainless Steel - f ------- , , Y✓r u B # TYP. fiYfy. # 1fYf>. Lag bolts ��•� ._,.�. -_�._.._..-.� Roof Section � 6�t'' �'� ✓�� //.� (p) (C) SOLAR UNIVERSE y # ;r/ 7470 SOUND AVE r�� / _ MATTITUCK, NY 11952 --- ----- -- ----- --- - - --- -� �� �� LICENSE # 43889 H ryp^,p�I c - 'i-- -- 1- —1 — -- %''. K_�� _ -- _ (H)—_ = ._ Y N�Ie7L� ��� I.eG YI '. �. .. pF�OJECT NAM CLIMATICAND GEOIG PH C DESIGN CRITERIA] - .� �I I I . I _ I / _, 'I WIND MALIECtTO DAMAGE FROM i / j W z NI GROUND' SEEDd - _ FROST ------ — - (J) 1 Ii 0 SNOW 3 SEC SEISMIC LINE - ICE SHIELD _ Z I LOAD GUST DESIGN _ DEP11-I TERMITE° UINDEI LAVAIENT FLCIOD W Z ROOIF FRA�y1ING DETAl11 - (PSF), (MPH) CA1EGORr WEATHERING' (FT-IN) REWIRED' HAZARD - 20 110 C SEVERE 3'-0" _MODERATE 'YES NO SCALE: 1/ " = t'-0" z it -- -- -- -- _,- - TO HEAVY - - W Z For SI 1 pound Per square feet=O.ltl479 kN/m2,11 mile Viler hour--;1.t:09 kin h `-� t CC a. Weathering may require a higY1er strength concret0 or grade of masoni(y than necessary ti)satisfy the structural ---I Y l requirements of this code.That weatheringsolum shall be filled with the weatheringindex (i.e.,"ne Il ible,'�' MODULE MOUNTINA CUP _I 4W - 0 9 (,} i' "maderatr''or"severe'`))for ce,perete as determined from the Weatherring Probability Map[Figure R301.2(3)].The N \ t W < 1-- grade ". SOLAR MODULE—, grade of r1ii1<lsonry units shall he determined from STM G 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652. =,,., i Cr -, I- Sr•4rNLESS STEEL 3/8`P a 1..{_ I— b. The;frost�Ihe depth may requll(e deeper footings tlltan indicated in Figa re R403.1(1).The jurisdiction shall fill in the - _ - .OLT AND NU�T.�� f < Lfl ii frost line depth column with ti' minimum depth o footing beloNnfinish grade, .; `• Jl/' Y jLL CNJ c The urisd otion shall fill in this art of the table to indicate the need forprotection depending on whether there has % Al --� .._;---- --7.—=----------------------- "� J�'I j ( p 1 p 9 --- r ' ,, been history of local sUbterrall Ean termite damage, „.....----"J',.., / ' ALUMINUM "L'''BRACI5ET- J d Th jurisdiletion shall fill in this part of the table with the wind speed froI(h the basic Wind spaded map(Figure ,'_; ,• \ SHEET NAME R301.2(4)�).Wind exposure category shall be determined on a Site-specific basis in accordance with Section - -Ali.UMINUM FLASHING 8301.2.1.1. �\ f�� /'�— ‘ `STRUCTURAL e. Theyjurisdi(ction shall fill in this part of the table with the Seismid Desigill Category determined from Section 'Y_.� I 2 X 8 RAFI'Er. R301.2.2:1. '\ ' J ------ - ` ASPHALT SHINGLE ROCYF ,----------- �y�J 5/16"Ai 6" STAINLESS ^•" ,' f. The jurisdli�tion shall fill in this part of the table with (a)the date of the jI trisdiction's entry into the National Flood -,� STEEL LAG BOLT Wl1 H InSarance Program(date of adoption of the first chile or ordinance for Management of Hoed hazard areas),(b)the —7 %l '''----2 1/2" MIN THREAD DRAINING CALE date(s)of the currently effectlY,e FIRM and FBFM, or other floodlhazat'd map adopted by the community;as may be PENETRATION sFJ1LEe I-- WITH GEOCEL 4500 AS NOTED ' i amended, I V ; 9 In accord Ince with Sections R005.2.7.1, Rf105 4.x;.1, R905 5.3,11,R90.6.3.1, R906.7.3.1 and R905.8.3,1,where \ there has been a history of loaal damage from the effects of ice damn ling,the jurisdiction'Shall fill in thiSipart of the tablb witharYES"Otherwise,dile jurisdiction shall til in this part of the tfible with"NO;" [7....„..._- SkEETT N t�BER t i. The grouted snow loads to be Used in determining the design show loads for roofs ace given in Figure R301.2(ii)for MOUNTING DETAIL P " 4 sites at elevations up to 1000 feet Sites at elevations above 11100 feet shall have their greund snow load increased - - -_ - -- Ell from the mapped value by 2 psf for every 100 feet above 1000 fbet. SCALE: 1 1/2" - 1'-O" •.,.,.. �s �rw,t�ao..amd« {€s�wes ,N�+m®�wa�lgr ®rpt�u�mm. ,yrm�...�r �.... • _._....:... ...,: