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ii' , SnFFot�.co� Town of Southold 4/8/2016 i la P.O.Box 1179 ai�', rt 53095 Main Rd ,'oy�l $�o� #'2 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38213 Date: 4/8/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 802 Bayview Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-10-14.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/27/2016 pursuant to which Building Permit No. 40449 dated 2/2/2016 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Reilly Jr,Norman of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40449 03-01-2016 ' PLUMBERS CERTIFICATION DATED Authorized Signature gu o• TOWN OF SOUTHOLD e7v-,i BUILDING DEPARTMENT . TOWN CLERK'S OFFICE SOUTHOLD, NY `ti y.Jjp1 � �a0� 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#: 40449 Date: 2/2/2016 Permission is hereby granted to: Reilly Jr, Norman PO BOX 235 Mattituck, NY 11952 To: install roof-mounted solar panels as applied for. At premises located at: 802 Bayview Ave., Mattituck SCTM #473889 Sec/Block/Lot# 106.-10-14.2 Pursuant to application dated 1/27/2016 and approved by the Building Inspector. To expire on 8/3/2017. Fees: • SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ' C $100.00 Tota : $200.00 I Building In -ctor Form No.6 ', TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL , 765-1802 ;i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the followitig: ';‘,?k A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%,1641. 5. Commercial building, industrial building,multiple residences and similar buildings and installations;acertificate 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 $15.00 • Date. New Construction: Old or Pre-existing Building: �uilding: (check one) Location of Property: go.: bu ie AI -I-\ ct ti House No. StreetfHamlet Owner or Owners of Property: J1 a n i U 9 Suffolk County Tax Map No 1000, Section 10 (9 1 Block ` 0 Lot [Li` 0-- SubdivisionFiled Map. Lot: Permit No. '(�((q , Date of Permit. Applicant: _ Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Ce ificate Final Certificate: ✓ (check one) Fee Submitted:$ Applicant Signature 0 %4ci S®(141' Town Hall Annex � ~o l0 Telephone(631)765-1802 lig 54375 Main Road iii t Fax(631)765-9502 P.O.Box 1179 G Q �� • , roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 % �� t� i �C®UNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Reilly Address: 802 Bayview Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 40449 Section: 106 Block: 10 Lot: 14 2 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 A/C 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: 11.340 KW Roof Mounted Photovoltaic System to Include 36-LG 315 Panels and 2-SE 5000 Inverters Notes: Inspector Signature: �-- Date: March 1, 2016 Electrical 81 Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953,fax(631)543-1526 Cell.631-747-705 E-mail:Ics4d@aol.com O DCECEV Saturday, April 02, 2016 D Town of Southold APR ' 4 2016 Building Department Town Hall Annex Building 54375 Route 23 BUILDING DEPT. P. O. Box 1179 TOWN OF SOUTHOLD Southold, New York 11971 Re: Certification Letter-Thirty Six(36) 280 W P. V. Roof Top Solar Panel Array. 11.34 kW Total Output, for Reilly Residence—802 Bay View Avenue Mattituck, New York 11792 I have reviewed the solar energy system installation in the subject topic on 03/24/2016. 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, Luigi Claudio Sciandra, Professional Engineer ( r` of N v).._ 4, 6 J\G\G SCikvt, V 9 ti;v- c1..t._ ;t.,2sC�`o cea935'` - ��G. p R0FEssioN0- r� FIELD INSPE4N REP'OR'T DATE COATS . IE . FOUNDA ON(1ST) , --^-7--- , • . . .�• � , . • t - ,, r. ' % ' . . FOTJNDA,TXON(2Nri) - ---. -. ' . t=1 e53 ROUGH & R 1 PLUMBING ._,._:._._ _ , . ' ' 1 . , . . `- . . .... . • ... • Norim....odommomitom , _ . .... . ' . . . .. e G INSULATXON PEA N.Y. '• - y STATE ENERGY CODE _ , . . . . . ___. , ... .. .. . . ,.. . , . , . .. . , . . .. . . . __ ........„... . . TAY . . . . . . . . �. ..-r .. l' 4 _ . _ FINAL r - - - — -' - , ,.. • ,..-1 / l i 1 , I 1 - _ CY . . . . 3 • . . . . . • . . . . . . I . ,, . . . . . • a . .. . • . .. 0:::, . .� , r' . Z---iit , .s • \ —' , . 71i,1.'; i' s. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CI-IECKLI$T;;, BUILDING DEPARTMENT Do you have or need the following,before applying?,t TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans ;I,,;l TEL:(631)765-1802 Planning Board approval 'I'li' ' FAX:(631)765-9502 ' ,—,—..fu , Survey ', SoutholdTown.NorthFork.net PERMIT NO. Check . ' ,, -- -�...� Septic Form I, p� f N Y S D E.0 i,',IY,,''", !`r. 1 _a ' , .,C �' t; TrusteestI Flood Permit ¢ ! Examined 20 ' Storm-Water Assessment Form '1;,'Ve_0(6 .'!i;`'1 di. E., kij t C tact: toCyzn k. Approved ' 20. 1 JAN 2 7 2016 _s� Mail„eo .r, Disapproved a/c I 1�lIll 1 l �L_{ --c2... Disapproved Ad, .,Pr Phone 't b pq Expiration ,20 I (, '1 I f ' Inspector- , Y p APPLICATION FOR BUILDING PERMIT 1- , Date .20 , INSTRUCTIONS ' • a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with'4, , sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or ' areas,and waterways c.The work covered by this application ma} 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.in writing,the extension of the permit for an, addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The ,, applicant agrees to'comply with all applicable laws,ordinances,building code,housing code,and regulatiyu.-and to admit authorized inspectors on premises and in building for necessary inspections. •/� ' yam, (Signature of applicant or name,if a corporation) 1°x"10 u11n CI Aie— ` et4F 1M lingeyldressofag,8li ) rL �,_ State whether applicant is owner.lessee.agent.architect,engineer,general contractor.electrician,plumber or builder -eke,t G 0 ,. • Name of owner of premises NJ( a-fl f—0 l l (As on the ta: 11 or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title oppf((corporate o�fficer) iIk Builders License No. °'f 31( Zc-(1 Plumbers License No Electricians License No. gej 1 (i ' Other Trade's License No. 1. Loc41 Aland or> `�;c;pr� Q1 wo �be do�v �4 u �� ` ,,', House Number JStreet Hamlet • County Tax Map No. 1000 Section / 0 L[' Block f 0 Lot I , Subdivision Filed Map No. Lot 44 '1 i'VI' 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 • i ;, 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 'o; (To be paid on filing.this application)'• :i ; 5. If dwelling,number of dwelling units Number of dwelling units on each floor i If garage, number of cars 6. If business.commercial or mixed occupancy.specify nature and extent of each type of use. ; . 7. Dimensions of existing structures,if any:Front Rear Depth 4' Height Number of Stories „,# ',, i', Dimensions of same structure with alterations or additions: Front Rear 1,t , Depth Height Number of Stories ?` 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 regulation?YES NO ' 13. Will lot be re-graded?YES p NO Will�excelss�fill,Qbe removed from premise?YES NO 14.Names of Owner of premises Norman man 2. 1l ddre�s H 11.1 k �. Ph Ane No. & 5iw" 06-0.4-01 Name of Architect Lk.), )St.A LIA r� Add s. es _-A C maw, i , , 1 3-- a 53,1 Name of Contractor id' C/cell �y Address Yid 0 (DJ Phone No r" — —1�� ~ 'co 1it- 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES.SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO , *IF YES.D.E.C.PERMITS MAY BE REQUIRED. • 16.Provide survey,to scale.with accurate foundation plan and distances to property lines. • 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?* YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF ) Z 0 —i _JIJi �`, ‘ NO1 V` being duly sworn,deposes and says that(s)he is the applicant . ' a8 (Name of individual signing contract)above named, Z -17 HO e (S)He is the o a o m a (Contractor.Agent.Corporate Officer,etc.) n 0 iTcH D n of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application. H F., A ,n that all statements contained in this application are true to the best of his knowledge and belief,and that the work will he , C 74.m performed in the manner set forth in the application filed therewith a FC TO D , .. 0 A z Swo _efore me this 4 c c Th day of /)07/`0- vfp /5. /� O _ w P3 Notary Public Signature of Applicant . . . , . .. ., .., ., ., A' L _0 ggggg re ..4, 4 SUFFQ./r • STORMWATER Scott A. Russell 4 e SUPERVISOR a 1 - ..; ... u... Q. . M[ANAGEMEST SOUTHOLD TOWN HALL-P.O.BOX 1179 1`. 0 lia. 53095 Main Road-SOUTHOLD,NEW YORK 11971 1. , cs,•-' ' Town of Southold .., ---. 0 ".1 oh ..., W . CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET , ( TO BE COMPLETED BY THE APPLICANT ) I„ 1 . '.! _., __. DOE5 THIS PROJECT INVOLVE ANI OF THE FOLLOWING: lt: No tCHECK ALL 1H A I APPLY 1 0 A. Clearing, grubbing, grading or stripping of land which affects mo 2/ than 5,000 square feet of ground surface. ,. . 0 B. 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 D. 100 feet of horizontal distance. 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastri,,,c', li erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted, on FIRM Map of any watercourse. 0 ar F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Managemeni, Control Plan was received by the Town and the proposal includeS , in-kind replacement of impervious surfaces. .'1.,. * If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Nanie, Signature, Contact Information. Date & County Tax Map Number! Chapter '236 does not apply to your proje4i. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Conti-ol Plan and a completed Check List Form to the Building Department with your Building Permit Application. , _. S.C.F.M. ' 1000 Date 4 APPLICANT (Propel ix Ow tier Dexon Proft-,tona I Agent Cc.ntrzetnr Othci) Dt-trct ...--km la a h I -__Jial P. niVit,..021 ,1-- . 10(0 l 0 1(1- 2_ dr' Sect ion Bloc!. Lot FOR 13U1L_DIN(', DEPARTMENT USE Ot). '" Condct In'onnat ion Ii' ----1-11 ---%-ioDLE Re\leecl B\ - 1 . Date ,1 Propert\ AcIcIret,s/ Location ) &f cotbtruction Work' - Al , 8DA bwreet0 App,in ed loi ptoces,,ing BtnIclinv Penni • „ , Stoi Ilm a i el Management Control Plan NOt Re(fiMrecl ct\kk---MA, rs&I 1\01. .. 0 Stolm\\atet Management Comic)!Plan i:,Requite/I, (Fol ward to Enginee,t ing Depai tment £01,Re4ew),, - - - - - FORM ' SME P-TOS-NI AY 261,1 , I�;'�14 }� . • Town Hall Annex �,'a { '• • lO Z :Telephone(631)765-1802SJ'1. ' 54375 Main Road y p,aaxx(631)765yy5pp '@��' ' P.O.Box 1179 G Q �� roger.rlCllerftiOWn.SOUthoI�:I1y:1ls " Southold,NY 11971-0959 �4. �``�O��1 ;' ,t BUILDING DEPARTMENT TOWN OF SOUTHOLD ' ,,:1, ;",d', APPLICATION FOR ELECTRICAL INSPECTION ''1,';g', ' • . REQUESTED BY: ' Date: an • ,.1 Com ; P Y Name: �S ✓n �^ SIA VIS ;? " -Name: Janie__ Minn. ttj_ - `: ' License No.: 5t l0a al' M l=. Address: lg1® Zouc aPw . -f 1 -6(1_ '`1' • .Phone No.: �b.31— -1-1q— t�o� r JOBSITE INFORMATION: (*Indicates required information) `{.; *Name: W o(r(\Gl n 1 R 1 *Address: gD; P3ci 1 e t Q.- R' '4u.a_,. r ' *Cross Street: ' _ ' *Phone No.: .6-1L0 r10 (2--LFA) I '`- „ Permit No.: L 04 49 ' • Tax•Map District: 1000 Section: 11,®C0 Block: 10 Lot: /c..f.r ,', *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . _ t �N� d D\()t( p1 -net ,;,s 11',i f' i (Please Circle All That Apply) , *Is job ready for inspection: ' YES I NO, Rough In Final•,,! ,,'. *Do•you need a Temp Certificate: YES/ NO . Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 ' 200 300 350 . 400 Other,,,' "', ' *New Service: Re-connect Underground , Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ; � . p:e ,c,, , ,. edke 'Si-Y;(4 - a 82-Request for Inspection Form . " ' f-f' CONSENT TO INSPECTION Nokimr) c i ` , the undersigned, do(es) hereby state:°' ); Owner(s)Na (s) That the undersigned (is) ( re)the owner(s)of tie gremises Irk the Town of , Southold, located at OR 61,L.G0 I e 0-14 T(�L which is shown and designated on the S olk County Tax Map as District 1000, Section !D(p , Block ID , Lot !LI. . That the undersigned (has) (have) filed, or cause to be filed, an application in the, So thold Town Building I iispectoy's Office for the f (lowing: '"I 1 I(I�Iikiet-d OW/ . u_ e 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: I\ 145- t_ .�.i_..//1 •, (Signature N07 /?9 !1 Cn6C y (Print Name) (Signature) (Print Name) , ,`O lo , Town Hall Annex � : Telephone(631)765-1802 ilig 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G et. Southold,NY 11971-0959 4'OOUNT 4 March 10, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Reilly, 802 Bayview Ave,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required frbiv an architect or engineer stating the panels were installed to the roof per NYS Building Code C 1 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 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40449 - Solar Panels . C . TOWN OF SOUTHOLD - PROPERTIf_mgoiko: .CARD_ i4046(4 fir- 0 -i/ /0 0 0 - /O - IV, 2. , OWNER STREET l37VILLAGE DIST. SUB. LOT /VOK/14 8 Al /"Ptif) FORMER OWNER ill- W4., N E 7 ACR. • nfi TZ Div, Sue, D)v ,9 e._ ei-iz.z v ,i Soms.270 ..-1:)*0'0 S W TYPE OF BUILDING fi, iie.lf/// ,./ tvi- So At c. 7 4,0. N1 IrE 1 2L1 Mckyi< (e_w:te.:-) /k; St,' Ocerd. RES ,1.0 SEAS. VL. (".-, .• FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS ., 111/8/7 0, 1,-;:,, . , s .-, „, . , 4. e377777 7 fit /76. Ri eadA)s.ED --=6°O,'11?()4 : Psil L:v• N4:-t.)041,5, j../ice., I 0 0 0 76:70'0 gl" / /1.-el/77 L/z/76 ai,A. &R. d tC)6 th. 73')4i 1 2) v1A.1 ,11)11,. 'EC °:.3's..C' / 9 it- --e' / .5/i/i/ -09/34-- - - ',(4..,4., t ; Pcsq-w-P. - f / ' 9 ---ir / .6-7 -0/P43' la/5/g ''' 0)`P )q- Con,431-1--. (LK_ ctricilq,)-(8-x_ -zeY 10,oo-c3 ' b /)5 )61 819# 3. .A--713 - ry_placcs 6p4-- 171051 4 .. , (01)5/lb Rp# 35Je<27 - ,6i erP,ss Dry she.al 0 c_.,11'02,.0:6D 0 5 p ;. °-g 4.0.4, 0 S ' ' I - i I ). 'Ati A ' -1,01 _(-1. I (-1_ - ia_lrifra,— 6190- Ve( -- e,, , - v,-.`" tob3 ---6R# 1-0,14/-`?Vs bvtll`c Wiyii6"---' /6/ 3//5-410: zioc2os---r /Q6-es . X'es---e• Tillable FRONTAGE ON WATER • , Woodland FRONTAGE ON ROAD . Meadowland DEPTH — House Plot , BULKHEAD . .\ Total t ...---- . . 3 • lf — *, ° ?:—.:•t44 • - d•r i._ '. ,,'., -„,..1,-,rs' ,.. , , -,) , .•.1/4q, .v....v,, s.,:::,...•i::.•.•I 1 ,, ,, , fi , ,4„ ' '4'4,164 •-• • . -.• • Vf 4 ,.--.1`-\-\\•••=,:„ t 44,:"N,,,,,,, .. - •.‘ ,(1, .,. 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Z, - ..,- •,,,41.4",-'wils‘1,,..,,,,e",..-',A,c5.,t:-. ..2' .,,"','":,.''' , -;,,,...:;.,,,tie V_'•'X' ' ” - .4 ''14'44. --''''' - -.7e71751arIX:,t-,...1.6'‘,.',.-4-•7,-,7-404,17-A--.4,..f.k...--e4 _—..,—_,.„:72- ., ri..,,,,._ . •-,7—, 106.-10-14.2 3/10 ,:,- - F — _ - 1-06.-1.0114.2 3/10 1 •22- -„ 1 tt" T 1Y,AP-3 ir lig F CI** il I • 1.1 cr. i 14rrii .. +4 ie. 0 -...Wit: 1 S.': . , Extension - - -/.51Y - 8 az 7S 0.f . 2-3 4 -, 4 k 3/ ,C)Ktto r,10 "'If 41 3'. CD-) •-?.----- - •-- ( .? ,--,4--..----- , Extension :L.-- 3 6:1-4) /J5ty/r, . . , , , . Extension /4 x/i(,, - e'6e 4 %, - i i / 4 /,' /i- fg Fi 3 ."---5' 936 Foundation P/C. Bath C) 2 1/.2Dinette • ,. ''' /3 FL.1 I/ Floors K. •,.../ , Basement Porch yeA 44, kid. .), SyR, Porch • 6 )( ,/ ,.--- )P-‘ . ' ' . 0 ,,,.? ,Ext. Walls ,,,, Interior Finish LR. / ,i44,9,4 ,5- .41 ' e DR. Fire Place / Heat, Br-eez65;vcIYo/ -.I. P- ( l'IrAL2- --aft c• 1,4- AJ, ., _ Rooms 1st Floor BR. A 6 /Type Roof ' q - Garage 7- 37 / e = 6 z/ei .1 ----- ecreation Room , FIN. B .P-atio / 2-6 Y 20 .7 'I.e i 0 ...2-„3"- / R ei o / Rooms 2nd Floor , ,c-c-li....- Dormer Re#,q rAII Driveway A _1/1 0. B. 5 „., jr....,,,,./,, ,„ ii - . V.' / , Total F , ,...7...-•"•- • 1 YSIF.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 A A A A A A 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 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"la": 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. ❑✓ All of the employer's employees eligible under the New York Disability Benefits Law b.El 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 UN I/I� i (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. DB-120.1 (12-13) i"""441 EASTEIO OP ID.SV ARL ' CERTIFICATE OF LIABILITY INSURANCE DATE 07/17IDD/YYri) 7r17r2o15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Neefus-Stype Agency,Inc. NAME: A.Jos, .sh Stepnoski 711 Union Avenue Py, ((NC.No,Ext):631-722-3500 FAX No). 631-722-3591 P.O.Box 2340 a DRESS:jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoskl INSURER(S)AFFORDING COVERAGE NAIC It 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 OLIN TYPE OF INSURANCE INSD DDL SUBR WVD POLICY NUMBER (MMIDDIYYYY)POLICY EFF POLICY EXP OMITS (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP706697907114/2015 07/14/2016 DAMAGE TO RENTED PREMISES(Ea occurrence) $ 10,000_ MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEM.AGGREGATE OMIT APPLIES PER GENERAL AGGREGATE _ $ 2,000,000 7POUCY JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: S AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT $ JEa accident) ANY AUTO BODILY INJURY(Per person) $ ALL UTO AUTOS OWNED SCHEDULED BODILY INJURY(Per accident) S NON-OWNED PROPERTY DAMAGE HIRED AUTOS _ AUTOS (Per accident) $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'UABIUTY Y I NSTATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE Ej E L EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I 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 POLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 0_ r,' I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD SMA I SUNNY BOY 5000US / 6000US / 7000US / 800;.,US ..014, }°5='," 1f 'I fei I, (1)11 I'',, I,,,i ,, ,. . 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Sunny Boy 6000US,Sunny Boy 7000US and Sunny Boy 8000US are also compatible with the Sunny Tower. Increased efficiency means better performance and shorter payback periods. All four models are field-configurable for positive ground systems making them more versatile than ever.Throughout the world,Sunny Boy is the benchmark for PV inverter performance and reliability. Technical Data t '' 11' f `•SB 5000US SB 6000US SB 7000U5 i SB 8000US Reco'mmen`ded Maximum PV Power(Module STC)', 0_6250 W L 7500 W .,. u 8750_W_ — 10000 W DC Maximum Voltdge �J( 600 V i 600 V 600 V 600 Peak POwerTracki0 Volta e -.7-7-7 - , A:; 0 L.-X250-480 V , '- 250=480 V i .250-480 V__ 300-480 V a [I'D�C Maximum Input Current I: • "�1,.,21 A, 1' ' ��l`; ' , '36'A 30 A ,i,: I umb r of Fused Sting Inputs `,',- ----77'----1 jj 3(inverter);4 x 20 A I 3(inverter);4,x 20--A7 7 3(inverter),4 x 20 A 3(inverter),4 x 20 A $ ' _ _,,,_' ; : ' s I I; ' ' (DC disconnect) 1 : (DC disconnect)_ ' )l J(DC disconnect).` L`(DC disconnect) 1 f„_ �PVtS{art V Itage P- _ 77---""7”,1 r- , 300 Y T I ' '300 V - 11s .• �� 65 V ___ _ ' ' wi..i -_. ��L 300 V _1 _ - 36 I� �AC NOminaIJPOWer T -__ .__.R �, s-1 r.�-__ 1 L -T--_•—I f ,-- ---� �}[ l_ w_i' u 4 !_ SOOO W-7.----; 3 — 16000 W. :y_1 Li_"._..7000 W �.___:_1 L.""_.-8000 W t' LAC Maximum Output Power , �. 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''97"0% T_-1 r• 971% _I L96.5% ^•T 4 CECWe hted Efficient , _-=h '� �'iT � ��- _971% �-� p g y.`'" 1 95.5/'@208V X95.5%@208V ,� 95.5%@208V N/A V' {i. °''r ' I 95.5%@240V - I 95.5%@240V ;, I 960%@240V 960%@240V d ° -'•la 'i-` . ` I', ',1f ' _ I I,rLi '95.5%'@277V- )11 _96.0%@277V _ 96.0%@277V y •96.0%@277V l' Dimensions:WxHzDininches ' �^ Yt){. ' 18.4'x24.1x95`,J 18.41x 24.1'x 9.5 rY18.4x24.1x 5� I8'4x24.1x9.5 1 RLWeight,/Shipping Weight `( ' _,f,,—d L, ,`141 lbs/148 lbs ' I[ 1141 lbs/148 lbs a 4141 lbs/148 lbs j[ �1481bs/'1521bs i AmbientTemperature;Range•V T,'� L,~ -13 to'l13°F - i - -13 fo'l13_°F._—3 -13 to 113°F f -13 to 113°F - Power consumption of night~ YI- ���� O 1 W: ^� O 1 W ���' O 1 W [ •0.1 W J _�_ _ , _�. Lam____ _ z Topology i'1s �]'Low frequency transformer)flow frequency transformer,, Low frequency transform Low frequency transformer, o ����y y �_� true'sinewave,, L true sinewave` true sinewave ! 'true sinewave - li nc ._ _ -- _I''�' f, QptiCoØjTM �� OpfiCoolr", -'(��'�OpfiCoolT", OptiCooiTM ^m Cooling`Coricepf � i W- I . ' ^� , ' �y •forced active cooling_,) forced active cooling_I L. forced active coolin9-1 1 forced active cooling Mounfin Location:indoor/outdoor(NEMA 3R)' `) �• )j'-', • •/A ti-7-1 F •/! �- , T 47177. E LCommunicdtio 5485/wireless',' `� ;j �•'. - ---� ,_.___ of .10 years'/s 15 e6'rs __ ears• 1` '747-076-7-1[7,� ^�-T -~? j i Y�Y /1..years 2 ,Y I, .]yr 't '}•/0 O' ' 1 L -__ ,_: /O/0_L.,_A I %0%0 , 'I a compliance:IEEE-929,IEEE-1547 UL 1741, ,,i , - 1 - • a VUL 1998,FCC Part 1'5 A&B ') f i •- ' . 1 , • i,— ! __ •, • i' - Specifications for nominal`conditions _ •Included 0_Optional . �i 1MOTE'US inverters ship with gray:lids:w,„ f'1 's "_l.yW..-...—moi--.-- —... -_ ...1—_.-..i.-__. .... .. /Effici 1,ic�r Curves ' . .'-- ---__ __ i o ` � m ~ V.wdaJy and ordw.d • ' '"Y"' ,r, 1 96 �— T fr - ! mr. J - Nt , . . __ mr l . _ ( Up,-310V DC i! b?92- ; Uw`310VOC ., 1 I 5 14,,1 c - I' ' '� . „ , Uw=480V Dc �-'j,t i, is { ', -' II, 90• !_.�._—.._ ., M 1:._ '.d_— { - n.p a.dFTP°e „,,,,.....2"-__ - r I f«ma '^7' ,t / f �, dawinnd a a PC .e3.. �� `� IE,Y i to o PC . `as. ( 1se raoous (L.s..:.. )'- f i„n„-a Se DaaM EmJyvrwd°a _ j. ,.ry1.t'jZ .-. II ' r 71 ..".1..9'99.`”' # I117 F-..4 m ! 1080 2600 1 woo' " 4000 5000 6000 •7000 33 4 i I i�, II_ ' ,I ,} r Vu Pac,IWI 7 Z Tel. +1 916 625 0870 , Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC 1l + Tj I �hnnovation for Life's Good , `a, Better Life .1' i 1, f1 i • Iir ,'1:1,11 y p<1 ir r r ' •, I 1( , i i j Mill.11111111111111111111 ., _. ., 11111.111111111111111111111111111M-J:, ; r.4.ya cF�. f M IIII Am 1M '.1—'11.t-.: -_-L'' ''':-.'-'?--, ® _ _ _ _ Fr4' f��' LG N0 "2 LG315N1C-G4 LG's new module,LG NeONTM 2,adopts Cello technology. Cello technology replaces 3 busbars with 12 thin wires APPROVED PRODUCT to enhance power output and reliability LG NeONTM 2 VE c E E 1 15 60 cell demonstrates LG's efforts to increase customer's values Mcs M beyond efficiency It features enhanced warranty,durability, Intertek v KM 564573 a5 EN 61215 performance under real environment,and aesthetic Photovolta,c Modules design suitable for roofs m. Enhanced Performance Warranty t® High Power Output LG NeONTM 2 has an enhanced performance warranty - Compared with previous models,the LG NeONTM 2 moi The annual degradation has fallen from-0 7%/yr to 111/ has been designed to significantly enhance its output 0 6%/yr Even after 25 years,the cell guarantees 2.4%p efficiency,thereby making it efficient even in limited space more output than the previous LG NeONTM modules 111 XAesthetic Roof Outstanding Durability 18111 LG NeONTM 2 has been designed with aesthetics in mind, _ = With its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance the warranty of the LG NeONTM 2 for an additional The product may help increase the value of 2 years Additionally,LG NeONTM 2 can endure a front a property with its modern design load up to 6000 Pa,and a rear load up to 5400 Pa Better Performance on a Sunny Day Double-Sided Cell Structure ��� LG NeONTM 2 now performs better on sunny days thanks 1 The rear of the cell used in LG NeONTM 2 will contribute to to its improved temperature coefficiency. generation,just like the front,the light beam reflected from ,,," the rear of the module is reabsorbed to generate a great amount of additional power About LG Electronics LG Electronics is a global player who has been committed to expanding its capacity,based on solar energy business as its future growth engine We embarked on a solar energy source research program in 1985,supported by LG Group's rich expenence In semi-conductor,LCD,chemistry,and materials industry We successfully released the first Mono X°series to the market in 2010,which were exported to 32 countries in the following 2 years,thereafter In 2013,LG NeONT"(previously known as Mono Xo NeON)won"Intersolar Award"which proved LG is the leader of innovation in the industry LG NeDN 2LG i5N14G41 Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 Module Type 315 W Cell Vendor LG MPP Voltage(Vmpp) 33.2 Cell Type - Monocrystalline/N-type MPP Current(Impp) 9 50 Cell Dimensions 156 75 x 156 75 mm/6 inches Open Circuit Voltage(Voc) I 40 6 s of Busbar 12(Multi Wire Busbar)* Short Circuit Current(lsc) 10 02 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 19 2 64 57 x 39 37 x 1 57 inch Operating Temperature(°C) -40—+90 Front Load 6000 Pa/125 psf 40 Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf ,',k Maximum Series Fuse Rating(A) - 20 Weight 17 0±0 5 kg/37 48±1 1 lbs Power Tolerance(%) 0—+3 Connector Type MC4,MC4 Compatible,IP67 .5TC(Standard Test Condition)Irradiance 1000 Witffi,Module Temperature 25°C,AM 1 5 Junction Box IP67 with 3 Bypass Diodes *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion 'The typical change in module efficiency at 200 W/m'm relation to 1000 W/m'Is-2 0% Length of Cables 2 x 1000 mm/2 x 39 37 inch- Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Certifications and Warranty Module Type 315 W Maximum Power(Pmax) 230 Certifications IEC 61215,IEC 61730-1/-2 MPP Voltage(Vmpp) 304 IEC 62716(Ammonia Test) MPP Current(Impp) 7 58 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37 6 - ISO 9001 Short Circuit Current(Isc) 8 08 UL 1703 e NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m',ambient temperature 20°C,wind speed 1 m/s Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 years Output Warranty of Pmax Linear warranty*4'1 If" .1)1st year 98%2)After 2nd year 0 6%p annual degradation,3)83 6%For 25 years Temperature Characteristics ,, s g NOCT 46±3°C a �; R n 19'0,1,° i %/° Pmpp -0 38%/°C0 az 0 tW V n t 10 1000 ude frame 9,w de6 me Voc -0 28%/°C Isc 0 03%/°C s";°°;, Characteristic Curves e0r"' nu 1g 10t000w �I . iii . Rw) 3. 600 unman,haieB0.4 4 00 a01 200/EiikIIIMIIIIIIIII 4 � Voltage M 11 000 500 1000 1500 2000 2500 3000 3500 4000 4500I _b S 1. n 120 '. ... -......_._. _....--.-.. fisc x 100 _ ..._.......--. Z Voc ro Pram . ... �.�nullll __- a 1iillllllllll01 11�� a 4mp awrer0 fri:IIIIIIIIIIIIIIIIIIIIii1111111111111111111110111111111: 40 -25 0 25 50 25 SO *The distance between the center of the mounting/grounding holes /:.F I G North AmericaronicsSolar Business Team Product specifications are subject to change without notice. ❑ ❑ V v LG Electronics U S A.Inc DS-N2-60-C-G-F-EN-50427 Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 ; r1�+C'r�•� Copynght©2015 LG Electronics All nghts reserved Innovation for a Better Life 1„e'�i Contact Ig solar@lge cool 01/04/2015 D�It. '1 www lgsolarusacom °°�� 0.ra 1 l-=_'.1-I_1-' 7ie,cr;'i1,. - = IRONR1l�GE Roof Mount System --- Xr;Fil•li, - ----------- -- -- -- ------ -- --_ XR10 Rad XR100 Rail XR1000 Rail Internal Splices , __ __A 4.7., ._.• ,_ ,_________. ... _ .....: ! , , _ ., , _ , _ .,,_ , .... .. ,_. ,. _,„_ ----_,- lit ----_________„.k____ ------__.: _: , . _._ ._. ..„.„..,, i A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices -- - {p' ` t5 for regions with light snow solar mounting rail rail for commercial projects for seamless connections - t.z• - • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws - ` U` .' • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails `� -- • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered — - f 4 - - - - - FlashFoot Slotted L-Feet Standoffs Tilt Logs , i . ; ; \ - _ --- --- Anchor,(lash,and mount Drop-in design for rapid rail Raise flush or tilled Tilt assembly to desired with all-in-one attachments attachment systems to various heights. angle,up to 45 degrees. • Ships with all hardware • High4riclion 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 2,,.t:, r'.?i Bumf''S r_;ur't7C:r,, rar,,s -- Ci_7'ii)s.t Giotindut,i —_-_ --___-_-_ IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and proven in extreme environments. End Clamps Ground•ng Mid Clamps i_t T-Bolt Grounding Lugs,j Accessories Our rigorous approach has led to unique structural features,such as curved rails and reinforced flashings,and is also why our products are fully certified,code compliant and backed by a 20-year warranty. l Las r<-,-------a .--`_ j _ [�i_, f' r — I �� ii t i `ri i -5 Strength Tested --,-- j Ii y� ,� n 1>'- f 9 PE Certified _•M �dr:� r,I ,t• •• -- All components evaluated for superior i,=;r 1 Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and .. 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-holt • Easy top•slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2 3" • Reusable up to 10 limes • Eliminates pre-drilling • Perfected End Caps Class A Fire Rating �±__,i Design Software • Optional Under Clamps • Mill&black stainless • Swivels in any direction • UV-protected polymer • It,.). Certified to maintain the fire resistance ;l -_�;;; Online tool generates a complete bill of • _ rating of the existing roof , ..-_ I materials In minutes ---- •_r r_ c;,.:.ourc-:.:. — --- ------ -------- - ----------- ----------_---.-._--_--__ �1 Design Assistant Ir _ . NABCEP Cer titled Training f Integrated Grounding , _ T_I 20 Year Warranty 177"— jj Go from rough layout to fully I 4 t- Earn free continuing education credits. �t4'''. UL 2703 system eliminates separate 1 '-r. 'I Twice the protection offered by Ny engineered system For free I r.. while learning more about our systems. I , f C i^to trc-r lrcin,c�,rntr m Cu to IronF cP,i•=u It'h-ln,rni----I module grounding components competitors J _ ntertekr AUTHORIZATION TO MARK Installation Overview - J Install Root Attachments •Install appropriate roof flashing and/or standoff for roof type. This authonzes th©application of the Certification Markrs)shown below to the models described in the Products) •Attach L-Feet to flashing or standoff. L— —__—Y___J Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report This authorization also applies to multiple listen model(s)identified on the correlation page of the Living Report r;:; Prepare Rail Connections This document is the property of Intertek resting Services and is not transferable The certification mark(s)may be w`—' I t"'a �t applied only al the location of the Party Authonzed To Apply Mark •Insert splice Into first rail,then secure with Grounding Strap and self-drilling screw osite Applicant: IronRldge,Inc ManufactManufacturerIronRldge,Inc •Slide second rail over s lice,then secure with o Address. 1495 Zephyr Avo 1435 Bacehtel Road p PP end of - ' l Grounding Hayward,CA 94544 Address. Willits,CA 95490 Strap and self-drilling screw. _ Country USA Country USA Contact. Yann Schwarz Contact. Jun Norsworthy Phone: (800)227-9523 Phone: (800)227.9523 Mount&Ground Rails i—'"-----'-'------� (510)225-0073L' FAX. (707).159-1833 FAX: (707)459-1E533 •Attach rails to L-Feet and level rails. - ,1", Email. yschwarzlg ironndge com Email: Inorsworthyaironndgo,com •Install one Grounding Lug per row of modules -'j Party Authorized To Apply Mark Same as Manufacturer Report Issuing Office: Lake Forest.CA I'��,Jt.rtr--�f-u, rc •Connect GroundingLugto groundingconductor L- `_�`-- _�I f(=( e� Control Number 4007559 Authorized by _ - for Thomas J Patterson,Certification Manager EILCL Ssinco i.y.1 Install Modules&Clamps - �--� •Install first module using End Clamps and Grounding Mid Clamps � I us •Install additional modules using Grounding Mid Clamps. Intertek •Finish row with a second pair of End Clamps• ,�_'-.-) This document suat persedes previous Authorizations to Mark for the noted Report Number ~..._ ea Merl and.cro,Wln...MD ea<enduemn ape...u<.men Me...MI a x,mapantwy anae,...as ....t,r-,..,”^“,,e,...c ,00,c-...MM.. tt,aa.--,„rbrM„ba,,,,-,0•n..._..IsrbnlN M.O....Mr Ms Wv^Otr.,-vb,,.q.,.w mb.,,04u.W! Cfew,u•elV.A,lbAAbb b.,e,p,0.Cra,r,a,a4�t,.,,�.. e,: W9,^��:,ra.,aa.mp a.naap�,r<,,..,0,araaa,CO a•,,, Testing&Certification m,Ua cut n ebmeonrrlwbb on Wm.ruhnto TA,An,Arr.w ma ebb bLe<w waa'V'VW)IA.v a0.w[snb,elt,a blab eV..reyea v MM.mss! `— Abbe q r.,�v,,.,erra,a b:.ara Ara:,,e , b,.-urx,.,,,,sc..�.,n,b,ma'vb.;w•,Neyar>wv.emeemewc.,...�.,,,,nhoa4c,.,o..a,us>remecet I-0- Module Frame Compatibility avr.rae m»_.,•aa ., eua<. abit, a-1arb,,bne10Lb:buibai.1 a.,ue.C.resOKr Tho IronRldge Integrated Grounding Intortd.Testing Services NA Inc r � 1--- 545 Cast Algonquin Road,Arlington Heights,IL"GOODS System has been tested and certified to Dimension ( Range Telephone 900-315.3851 or 847.439.5607 Fax 312-283-1072 UL 2703 by Intertek Group plc. f------ —1----- A _; 31 Omm-51.OInm UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Dowicos for Flat-Plato UL 2703 is a proposed UL standard ^ -- B r5.08mm(minimum) Standard(s): Photovoltaic Modules and Panels,Issue Number.1,October 4.2010 for evaluating solar module mounting, Any module frames whose parameters aro not fisted in the Product. AR Rails with ioienraled Groundingand clamping devices.It ensures these provided table have not been tooted for compatibility Brand Name wA __ 0devices will maintain strong electrical and Models' 51-0100.005,51-610 -0058,51-5000-001 and 51-65-001 mechanical connections over an extended period of time in extreme outdoor The Grounding Clamp hes proven robust in grounding 00-cell and environments I 72-cell solar module frames with box construction and a range of I anodization 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 staled above are compatible with the standard,Including temperature and tronRidge Integrated Grounding System humidity cycling,electrical and mechanical load tasting,and manufacturing quality1 cI,,o;t-o,:nc:,a.coi,„,g reviews. — — --- — — — --— ---] ATM for Report 101541132LAX•002 Page 1 of 3 ATM Issued 10.14ov-2014 to ma muao-,oiw-.,,co `'�_ IRONRIDGE -XR Rail Family l'\./+ ' Starling Madison Lofquist, Inc. .iii • ,r,p, r ..-f , rJra _ .rr rr,g,n.,r, Oiat.ISN t tAi.^rav3 St.,nny_ " r 5224 South 39a'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 just the worst storms in ears, .� ' „"�e,,. but the worst storms in 40 years High winds capable of ,,,47,41A94.-_ ` ; _ r .:�_ IronRtdge June 16.2014 ripping panels from a roof,and snowfalls weighing �� _ s 1495"Zephyr Ave Page I of ii PP 9P 9 9 ,���. enough to buckle a panel frame. ▪ _z_T-} ,m, ��`,Zi" '?srr`r'P- h�''•+§j I laywaref,CA 94544 XR Rails are the structural backbone preventing , ,,-r- ;▪ 4 "43,{ e mszi �-•,• i these results They resist uplift,protect ,:=--'`--.�'-- ;_r�24:/1.-'..17-_air I- `=,'-'1jr.„..,._,,,.� ",gF i Attn Sir David F.Taggart,V ice I i.stdent Pioducts against buckling and safely and efficiently -i s, ;. , 4,^- 2b wje• > _ t ,-,-,<!---_ act) s ,a, transfer loads into the building structure �� -... ....-.,:r",�. ` �.f -7/(1'..,rt �.-t �' l Their superior spanning capability - _��r-' y,- -�- ,� ` r=,Jr, Sublcct• IronRidge XR 10 Rail.Roof flush Mounting System—Structural Analysis Cni c---,_,_ requires fewer roof attachments, %.,,,, - = ' = tr„ ' ,i;=. r)c_- ii.-%t 'J, reducing the number of roof ; _ ,•' r- tl Jt = )f 'fir' r : .j..•-- 1 a fr Dear Sir: penetrations and the amount ].,'Y:, ;` j�. of installation time. `_r i-. =`; .h-.-. ,t. ,et -_V' -I We have anuly7ed the IronRtdgc\RIO Rail for the subject solar module support system and �, 'r~i'-=`- : ' il__-,1' determined that,for the configurations and criteria described below,n is in compliance w ith the ,r' - , - -_"~ fI ----7t_'• 1 applicable sections of the following Reference Documents �r - - ;� j,. _ ;,f '_j ; `' �(( Codes:ASCE/SEI 7-10 Mtn.Design Loads for Buildings C Other Structures a`/a if ' International Building Code 2012 Edition 3 ''..1';-'-'-. Califoinia Building Code 2013 Edition _,�- -,-• , ,,7-,......, �/ ' =f1 - - • Mei. AC428,Accept,inceCriteria for Modular Framing Sy,remsUsedtoSupport PV f•_' - 4�d Dw Modules,dated Effective November 1.2012 by ICC-ES r ;:y l-t_ Ry if, Aluunnum Design Manual,2010 Edition t19 - - -1''g. _._,.k-- ' Force-Stabilizing Curve I/ fhe IronRtdgc\RIO Rail is an extruded aluminum section ss'tth an overall depth of 1,75 in.and a net I !, _ - `_ i 1, Sloped roofsgenera'c both vortical and lateral area ol'0 363 sq m The rails arc used to support solar modules,typically,on the roof ol'a building. forces ort rnoun;ing rails which can cause them Sec Exhibit A—attached 7 he rails arc clamped to aluminum angle brackets that are either attached + _ - - -i' - to bend and twist The cursed shape oI XR Rails directly to the roof framing or attached to a stand that is screwed to die roof framing. The rails sue 1 %-a'�L ' rs spec ally dostned to Increase coongtn In both S I 1' - -/I` -d dextwnswhAe'esteem the bating This unique - mounted across the slope with a small clearance(flush mounting)to the mulct lying roof strnctlne 5z . , _,' i I feature ensures greater socunty during ortrens rhe installed solar modules arc at the same slope as the underlying root ctmclure - ma_ - , •_•t/r noaiirw and a longer system lifetime �' \ 4 All loads at transferred to the roof training through the angle brackets by simple hi-a sial flemne of t the tails "l he maximum span ol'the rails is governed by either the mid-span llcs.ural stresses or the `` \-�. deflection requirement that the rail not come into contact ss rth the roof The slyest of seismic loads(for all design categories A-F)have been determined to be less than the effect clue to wind loads in till load commons and combinations Therefore,the Maximum allowable _ spans fin common load cases are shown in Tables I,2&3 below for 0-6 degree slopes.Tables 4,5, Compahblevttlh_Flat&Pitched Roofs J� Corrosion-Resistant Materials 1 &6 below for?-27 degree slopes.and fables 7.8&9 helms for 28-45 degree slopes. r-- '-1 XR Rails ern i Ironndpu offers I Ah Min minis ore mado or merino grade r'�j.^ compai bio nSh I j,J. 'a re^go of ti5log I alwmun nlloy then prmaciod n iW an I FlasirFoot arid .:,;:,-,1,1 r' i oDlrona for Ibt anod¢ed IInish AsatLnng prevents saa tacoillik r I Vail other pnched root !._.-a Li root mounting and structural corrosion rale also providing t��q ,- _ attachments j_r_._,oadicairnns • a man attractive appearance G 1 ----- --_.r___ -----_.--_-_-. St.rrli n,:;M.idison Lofgma.Enc. Consulting Strucmml.rad Forensic Engineers IronRtdge June 16,2014 IronRtdge June 16,2014 Mr David F.Taggart I'age 5 of II Mr Davol P.Taggart Page 6 of II IronRidge XRI0 Rail,Roof Flush Mounting System-Structural Analysis IronRtdge XR10 Rail,Roof Flush Mtountine System-Stntctural Analysts Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 X1110 Wind Ground Snow Load XR10 Wind Rad Speed Rail Speed - Ground Snow Load Exposure mph 0 psf 10 20 30 40 50 60 70 80 90 Exposure mph 0 psf 10 20 30 40 50 60 70 I 80 90 psf psf psi psf psf psf psi psf psf psi psi pdf psi psi psi psi psf psf 100 _ 75 65 55 49 43 39 35 33 31 29 100 72 65 55 49 43 39 35 33 31 29 105 75 ® 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 _ 110 75 HI55 49 43 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 Category 120 75 55 49 43 39 35 33 31 29 120 60 _ 60 55 49 43 39 35 33 31 29 8 130 75 Elm 55 49 43 39 35 33 31 29 Category 130 56 56 55 49 43 39 35 33 31 29 140 71 65 55 m 43 39 35 ®® 29 140 52 52 52 49 43 39 35 33 31 29 150 66 65 55 49 43 39 35 33 31 29 150 49 49 49 49 43 39 35 . 33 31 29 160 62 62 54 48 43 39 35 33 31 29 160 46 46 46 - 46 43 39 35 33 31 I 29 170 59 59 53 47 43 39 35 33 31 29 170 43 43 43 43 43 39 35 33 31 29 - 100 75 65 55 49 43 39 35 33 31 29 100 61 61 55 49 1 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 58 58 55 49 f 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 56 56 55 49 I 43 39 35 33 31 1 29 120 70 65 55 49 43 39 35 33 31 29 120 51 51 51 49 43 39 35 33 31 29 Category 130 65 64 54 48 4339 35 33 31 29 Category 130 48 48 48 46 43 39 35 33 31 29 140 60 60 53 48 43 39 35 33 31 29 140 44 44 44 44 1 43 39 35 33 31 29 150 56 56 52 47 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 50 50 50 45 41 38 35 33 31 29 170 36 36 36 36 36 36 _35 33 31 29 100 75 65 55 49 43 39 35 33 31 29 100 56 56 1 55 49 43 39 35 33 31 29 105 73 65 55 49 43 39 35 33 31 29 105 54 54 54 49 43 39 35 33 31 29 110 70 65 55 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 ` 29 Category "120 64 64 54 48 43 39 35 33 31 29 - 120 47 47 47- 47 43 39 35 33 31 29 D 130 60 60 53 47 43 39 35 33 31 29 Category 130 44 44 44 44 43 39 35 33 31 29 140 55 55 52 46 42 39 35 33 31 29 140 41 _ 41 41 41 41 39 35 33 31 29 150 52 52 50 46 42 39 35 33 31 29 150 38 38 38 38 38 , 38 35 33 31 29 160 49 49 49 I 45 41 38 35 33 31 ` 29 160 ' 36 36 36 36 36 36 35 33 31 29 170 46 46 46 44 40 37 35 33 31 I 29 170 33 I 33 33 33 33 33 33 33 31 29 Nam.—ice page II Notes-seepage 11 Starling Madison LLfquist,In, Consulting Structural and'Forensic Engineers Starling Madison LoCtiuist,Int.. Consulting Structur d and Purensic Engineers _g_ -C IronRidge June 16,2014 IronRidgc Jude 16,2014 Mr.David F.Taggart Page 7 of 11 Mi.David F. Taggart Page 1 I of 11 IronRidge X RIO Rail,Roof Flush Mounting System—Stnicturel'Analysis - lionRidge XRI0 Rail Roof-Flush Mounting System—Structural Analysis Table G-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes—Tabulated values ale based on the following criteria. XR10 Wind Ground Snow Load Rad Speed I. Building mean roof height 30= ft Exposure mph 0 psf 10 20 30 40 50 60 70 B0, 90 2. Risk Category I psf psf psf psi psi psf psi psf psf 3 Sol.mntadule long dimension=67.5 in 100 59 59 55 49 43 39 _ 35 33 31 29 4. Piovide 2 in clear behtcen utoftnul tail 105 56 56 55 49 43 39 35 33 31 29 5. I:nd ca ntilevei spam(ata\)=0 40 x maximum span nom above tables 110 54 54 54 49 43 39 35 33. 31 29 6. No rail splices in end 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 Dry 130 46 46 46 46 43 39 35 33 31 29 B 11. Si tglc simple spatted. Spans listed in the tables above may be multiplied by 1.05 Ibr 14D 42 42 42 42 _ 42 39 35 33 31 29 continuous tails of3 of mon: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 assume;that the rails,including the connections and associated hat Own C.are installed 100 50 50 50 49 43 39 35 33 31 29 hi a workmanlike manner in nem dance with the"Imnkidgc Roof\loran installation Manual.'by 105 48 48 48 48 43 39 35 33 31 29 ItonRidge and generally accepted standards of construction piactice.Additional information is 110 45 45 45 45 43 39 35 33 31 29 available at the tionRid e web site,hronRul•e coin. Vindication of PV Module capacity to sit t 1oi I 120 42 42 42 42 42 39 35 33 31 29 6' P• II 35 33 31 29 the loads associated with the given array shall be the responsibility of the Conn-actin of Owner and Cate0ory 130 39 39 39 39 39 39 ngrisl, 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 framing is to be determined by others. 170 29 29 29 29 ' 29 29 29 29 29 29 100 46 46 46 46 ' 43 , 30 I 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please feel free to contact me at your convenience if you have any questions 110 42 42 42 42 42 39 35 33 31 29 Category 120 38 38 38 38 38- 38 35 33 31 29 130 35 35 35 35 35 35 35 33 31 29 r'--,' 0 140 33 33 33 33 33 33 33 33 31 29 Respectfully yours .` 150 31 31 31 31 31 31 31 31 31 29 ,3.41'f • 9` 160 29 29 29 29 29 29 29 29 29 29 y1��4S y 77i siP. .q°°+a p 170 27 27 27 27 27 27 27 27 27 27 \Val Ties\\anter,) C. r. ;,.motes--sec Fi.tgo 11Design Division\tanager �', Cicae5 + r`. Starling Madison I.nfqutst,Inc. Consulting Structural and Forensic Enginctas Starling Madison Lofquist,Inc. Consulting Structural and Forensic Engineers _7- "1 9 tj<D 9F� `1 pwr 4s \ r I�, i»1f '.Y e H ;�'n"1 L L CODES O F DAT S.P.#6�6 � NEW YORK STA & TOWN CODES AS REQUIRED QI D FPIn i+�nerr e-^eeN43 F F�E �.,,��.*.`. B.7725°1 -- E;15). f 6�L [l E�.l f Q 16 L!fi I I\11 V��I— NC( illi ,' P ILt_, .i, ,F:T J)EN A t err e eEtO r 765-1302 8AM ,-) 4 PMi FOR THE FOLLOWING INSPECTIONS: -- .n...- itis a li ; I , '41 I\- i' '® 1. FOUNDATION - TWO REQUIRED ti 'T`:.„(..,-+'(--1'-':_ FOR POURED CONCRETE — i�l 'r, STEES 2. ROUGH - FRAMING & PLUMBING w �ay — VQ.,, v 3. INSULATION 4. FINAL - COiNO1RUCTION MUST OCCUPANCY O BE COMPLETE FOR O. N ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY ELECTRICAL mspecin vL a IS Zau n7i n:c E;ETAtP� STORt1�:ATEp.RERU236�F C)THE TOWN CODE. C) THE Tt • , c. LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol.com Tuesday, January 19, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Thirty Six(36)280 W P.V. Roof Top Solar Panel Array, 11.34 kW Total Output,for Reilly Residence—802 Bay View Avenue Mattituck, New York 11792 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, 2"x8" Douglas Fir ceiling joists at 16" on center, with 11°roof pitch for array#1 and 35°roof pitch for array#2. 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: 2.6 lbs/sq. ft. Solar Array#2, Dead Load: 2.7 lbs/sq. ft. 1 Total Weight of Array#1: 1311.3 lbs Total Weight of Array#2: 381.1 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately 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, /,/ uigi Claudio Sci dra, P. E. R� of NEW yo v I (its.....ko,t,, 1 iz n�', ..rte .�- 4/ 2% 0 .66935' �C9 pROPESSIO P 2 SC—OPE OF WORK . DESIGN&DWI'AG B{; JAIME MINIJ1I+K TO INSTALL A 11.340 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE i,' 1 + " f' l 1 '` ;. NAetvEEP MIN l"IED r— — I �I t �, tl 1. t i; . I u P J '�. Q6110EIzi 9 VIEW ATTITUCK, NY ru THE POWER GENERATEDEILLY RESIDENCE, OBYDAT 802 THE PV SYSTEM WIILLEBEEINTERCONNECTEDM i1952. ` 'I I ' 4 ti ; { x ( 1 :1,1 1( REi/112 1 $WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. ;ITHE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. 1 ,• t' . '1I ' . i` I I, t IA� a „ I` Dem 110716M �,-E CE S TEM R ,TING i , ,. +, 1 I fI , 11-23-2015r` . y t' I I 'I I I 11' e I. ` 1' + rt , 1 I , CCTT kWIf ST 1 '' +I ' f 7 • ' 1 ," ' III u' M I 0 11.340a 8,280 kW ISI PTC . °I r ,I 1 ;;t� a J'1�'tI . 1 .1 1 ' ° I : I Il; t , 1 , • Ws I 1 { lc 9' 4 �p' EOUIPM1:NT SUMNIARY ., ' I � �' 1 `�� Y •;.�In 1 11 1+' �• - ,, 1 •� - f ' - _ _> 1 4 , I f a MODULES . LG315 NEON 60 PV O t 36 CIN R AC , 1 2 SMA SB5000-TL-US-22 INVERTERS ., it y ',� ^ N IDGE XR1000MOUNTING SYSTEM . I IRO R SHEET II ®E)C 111i 14 ,, , ,,�„ A, �� • t 1 u , , I ,> � t I ,� '' {' nl 1 L'. ' PV-1 CQVER �,#°� a c• .. ^11 1 I 11 ,I , PV-2 SITE Pl id' + , 1 1. , . I: . .. SOLAR UNIVERSE PV-3 ROOF P°+' _AYQIUT 7470 SOUND AVE PV-4 S IRUCTQ1 AL/ DETAII S & OTICulJS ATTITUCK, NY 11952 GOVERNING CODESLICENSE # 43889 H 1 2011 NATIONAL Ig_ECTRICAL CODE q�G of NEW YO °"`®°'""-' I"'f lOvJ ECT 1,,I) "1T1ON PkomiECT('�'c,IE , 2010 RESIDENTI/6_GUIDING CODg' ')F NEW YORK ST,'\1 E 6.1,P \C.SCIA R UNDERWIRITER, ABORATOI IES (111,1 STANDARDS �. 'A 0$I1-1A 29 CFR 11 0 26CV �M(�{ , W D 1,1 141•0,--„'.-. 41,. y z GENERA_ NOTES *+p I��IC�Ir��1 T Wa� r` iii; �il W 1 1. CONTRIACTCP SHALL CHECK A JD VERIFY ALL I• (1NDITIONSApo &� AT THE SITE FT IOR TO STARTIICld i TO WORIB AND E HALL.' °60935-A e '-., -„R ;,. - , 4 d. „ ,,,. ,_. , , _ FAIIIIILJAFRZE H Ia SELF WITH THE I JTENIT OF THESE PLANS i°R P� * p' w CI z 1 OFESSION n AND MA4 E WO K AGREE THE ,?k dIE. -"`, ! ":” '' '714,:-:-:1/4 ' LLI LLI 2. CONTRACTL)F OR OWNER SFO_L OBTAIN ALL ��1 QUIRED » APPROVALS, F'E RMITS, CIERTIFIC,,TES OF OCCUPA1ICY, ,. 4 f ' Y` 6#�* r it I, '� =' '114 :#4,:-.4.1?,14 k Ate1_L > 0 10, ,ONTRACIIOR T'=J EFFECT AND M4+NTAIN INSIJRAN' 1, I.E.I,E. + , INSPECTION Al l'ROVALS, ETC., FOR WORK PERFCJI tME�+ +,'.. ,. ¢ 'y :, y 1� . ;.y >- D 47 COI,TRACTOR'S LINA_ITY,WORIKMAN'F COMPENSATION, y • € ++ �«' L4MG (SLAtv>IJb J FROM AGENCII !1 HAVING JURI y CTION THEREOF. F �q +++ •• ^” € '-, ii!r \, i, . . =.,', +,,COLI PLETEI OPER))ON, ETC. ADE0.11TE FOR TIHE , 4 & n,r' s -, ", lt, r —.1 REQUIIRElD. ° ° ' 3. ALL WORK !�1 ALL CONFORM 13 CONSTR�JCTIC'PN CODE PL F POSES OF THIS !'ROJ9ECT RIND F ii tNISH PJRCIOF ON r,, r " ' d .1 # > — ca . AN ALL RULES AND RECylIJLATIC�JS OF THE RESP(iNSIRLE Sf•Iiv E PRIOR TO CO MENCING WITH V'ORK 40,,t,:.1!.' ^,,,. -* 11 0 ! `44 4 ,,, -- 'to i.:01"/ 1 , , r.4111.-...4" LLI ''"" I 11: EACH II SUBCONT1}I CTOR SHALL BI RESPONSIBLE Fd 11 '. k.yy, ,'„•5# * � F •.., ,1 , +�'�- ` la, :`r , Cr N Q JURISDICTION, M/JI JTAIFJING SAFEI,) ON THE JOB SIT DURING THE �+ .+ - k ti"!: �. I 11. -'1X --T7-, o 4. IF IN 'THE CZ1JRSE OF CONS-4 UCTION A CONCII' ION r # + , a. �, !, �` '` �"�,.,, '°r "'; `+ cC )k STI JCTION PH IV 1E TO COMPLY lk TH THE REGULA11011$ M "'+: ,� -'�. , �, , co THESE S WHICHAN$ 161SACONT WITIi THAT AS I�IDICAVI:D ON AK REQUIIREMEN -"a OF THE CECCUrA RIONAL SAIFEfY A JD le NI `- w' 22 �I��' €y Jt � { THESE PILANS; ' HE CONTRACTOI: SHALL STOP WC RK AND + ` ,' a l `I a + ` HEA_TH ADMIWISTRA ION, THIS SHAL- INCLUDE, BUT 11$= .,, 1 . .' ". ++: �? _ =� _ ,�t .' NOTIFY THE EI`8�JINFI=R. NUOULI� -iE FAIL TOOB FOL-M1)W THIS , 4 - rei NO1 LIMITED TO: PR()VIDIING r OR AE''F UATE AND PROF ER rll n,"I' *€ .4' 11 ¢ its fr a i`i '"'��+ r PROCEDURE/41D CONTINUE WIT 4 THE WORK, HIE SHALL ., , 4, . 0 A, , ! 4la ,,<=--� :; ti.. ti -t 7 SHEET Ni.n(; BF.41 rI NO, SAFETY I+�f ILINGS AND SECT IRE FOOTINGS F I,R _ 11 i•- , '"• �� .1" 4 " ASSUME ALL Ft 3PONSIBILITY Al 7 LIABILITY` THEIil FROM *t ' " *, �. ' x4'` '°'" ' 5. ALL STRUC I I RAI, STEEL SHS'I _ BE A-36 AND!II ALL BE ALL.TEMPORARY SC/FFOI<DI N(ac STAT�t 3, ETC.. AS WEF LAS r _4.il t r. ...k.:0_4,&,.1-,. , k' '- C 1 I,VIANENT CONST JCTION: ° 4. _ i s • .1 ` .At �! ° .1...-% FABRICATED /Rlvl) INSTALLED A ER LATES.1"A.I, ,' z. I'IGUREIO LINENS.;ONS SHALL GO/t RN. DO NOT SC,�o,E Y'1`� "11 4° "` . k .1 +q iw r';` ,.. .' f '� �,» COVER ER SPECIFI(`�4TI01'IF. DF:0 WINGS, WHERE 1 IMEI4JSIONS ARE ESTABLISHED B`+ • .# ` °'" l' )*' Ly _ �''. * - a ;� , 6. ALL ELECTRIC AL P WORK SHAL- 3E BOARD OF FIFE Ey I;TING CONDITION 3. EACH C:ONTR ;TOR SHALL VELI=Y `C►', l v ',' , ' UNpERW1121TEp APPROVED ANI)IN ACCORDANCE, NITH EY'If TING CONDITION 3 PRIOR "1`O OR'I:)I:RING MATERIAL AND ' ' r ' ;M �.. h * . we�� N,E.C" & NYS u',{)DES & REGULPT ONS '° rr * �. '`, •*i I "'.7.• :�r.ru�.�,v.� 7. ANY DEVIATI('N FROM THESE I'LANS WITHOUT iiE CC)J4 MENCINCa WITH tJORI�. ~ ^:'1.,,.+,,, ' 0 ,y+" +� + 1 ' +� • .,;+ " , '� 1' ''r *., : ♦. �. •►�a"°} �fiA7S11NG 9".F� WRITTEN)CON a:NT OF THE EN1.',�'JEER WILL NEO8C'E THE 1 I;ONTRAC1f0R T1 REMOVE .ALL Q 3RIS CREATED EY THIS t 4' _ „t = . ,t, ENGINEER'S CLI:TIFICA1 ICkN OF •1 4ESE PIANS. W° 11K FROM THE I I E ARID DISPOSE 1)F IN A LEGAL r' t ,.r `.. � i "( M!€1 NER ON A WEF'14_Y BASIS OR SO(NER IF CQNDITI' •IS „--„ e. t*,,,,,, . ,,�_,,. t .-- ;,+ , ,.. . •S. 8. THESEDRA . NGS AS I tJSTRID(MEP6TS OF SER°�1 3E ARE 4' * *° , r°€ � "' . '"" AND SHALL RF•11 AIN THE P'ROPI;:F TY OF THE ENCU;EER W,'�I;RANT. _'_ e 1 ,` .' . {11 1` . 14, ,',T THE COMPLE IT ON OF WORK, 'I`,E SITE TO+BEIte WHETHER TH 1ROJECfi FOR ifidi ICH THEY ARE POI,SDE RIS Cl...E\RED OF ALL 0111 RIS AND EXCEE.E MATERIALS. TIDE �� EXECUTED OR I lOT. THE`;f ARF I IOT TO BE USE[) )N ANY FAC.CLF LITY IS TO BE LI FT BROOM E CLE•+ J AND WORK 1$ 7 O BE SHEET Nuis�i�'R OTHER S OR EX1iENSIC JS TO THIS PRC1 CT CEM PLEIEO `110 THEI TOTAL SATISFA x"IONI OF;THE OW ER A :I lI I L VI EUS, 9. C:ONTRIRACTACTQF SHALL PIROTEC", PATCH AND WEI AIR.ALLpP Ic)R TO RELEASE ()F FINALP34YMEM PV- 1 EXISTING WOF:k ADJACENT TO H S WORK, OR DM.4 AGED AS R to H:' i ,, ...w olootomeeistie 411 11•60291.1411% DESIGrd&DliAr PING aY: JAMIE MI if ICK 1 NAEP Ct N'IFIED 05111 1;9 _.__l___.1111 •, I EGEND I EVISI'bl IS CESCF�IPTIDN :ATE CM -.. •fy .. E•If'ING UTILITY MISER O ,. ,. '» » 'LIZ NiiB SERVICE PANE¢ ORIGINAL 11-23-2015 ... 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ALL LOCA- I)NS ARE /APPRQ:.IMAIT AND RE':f ARE FIELD VEI*1I1[CATION. .. . . - . _. _ ._ -. ._... .. . . . . . ._ _ — [--- sWsm ,WniN memLOAD.CALeUI-14 ON$ ARRAY ,xf ESC ARRAY #2 ITEM t uPTIQN A RRAIf # 1,2 _ DEu'IGiri&DR% iNG aY: Module Weight _ 37.48 Lbs 37.48 Lbs _ . - - (R) .l4 after 2x8 D--FIR 016"0,G. JAMIE M!Nff CK • ft Modules _ �. _28____ 8 N (D) It ecld r 1/2" PLYWOOD _ NAEP1 CE7'2.IFIED 107 ESR/ YQR (C) ollar Tie N/A — )To al Modlule W ht 1049.4 Lbs 299.8 Lbs -- ___To I Len nth o Ft Iii .188.75Ft 54.8 Ft 'r (J) PJ Jist 2x8 D-FIR 016"O.C._�I. I Rail Wei!CIt •er, lot 0.9 Lbs 0.9 Lbs !�`1, (P) itch 35°, 11° - REVISIC0 S To.-I Rail Wei.tit _ -169.9 Lbs 49.3 Lbs (H) <pan Width 168" Descl?IP1t N I ATE # o Standoffs _ _ _46 _ 16 i��lil- +A`i^ * ORIGINAL 11::23-2015 VV'ef int p stab s ff 2 Lbs 2 Lbs '.1. wilt c _ ill!'Toni StaITdoff V?'tight , 92.0 Lbs 32.0 Lbs Cl • o...,'•-,4::. — To,I Arr w Wsltlj t 1311.3 Lbs 381.1 Lbs 0 �'� Po ht Load _ J . 28.5 Lbs 24 Lbs F� °60935-'` / (k)— To'lIl ArrSty Area_ 498.4 S _Ft 142.4 Sq Ft 'O ' Arr.: Dead Lo-"l_ 2,6Lbs/Sq__Ft 2.7Lbs/Sq Ft ROFESSION� i . �)--� _ 1' D f - J 2_, # - —.V(tab) 6-1 j . t As er ASCE 7 i Method 1: g , \ I P root �d Kzt I IINet3D (eq 6E2) Kzt (sec 6,_ °) 1 _ _ �4 CLIMACTI0 /ND Gdrouhd Wine. Speed Live load!_ Point itlax feet)her \I i CONTRlk:'t JR GEOGRAIPHIC :1 ESIGf'd Category SnoW Load 3 s'et gust) phett30 pd" pullout load Fastener TyrEl Spacing t long /y • -- CRITERIA Pg ri)h ASCE7, prtl Ib. rails. n. �i/ _C — t;0 # 468 5/1'a' x 6" Stainless :tt el n 1 A # �0 ‹- a # TYP. r'P. # TY1�. Lag Bolts 6x it f I(v) Roof Section i��� � (p) SOLAR UNIVERSE 1 7470 SOUND AVE .- -� - .,_� _- -_ .. _ �!� \ .MATTITUCK, NY 11952 ---- _ /--- " _-> _ LICENSE # 43889 H TABLE ft3Oi.2(1) , —,�.,= — crib — 4' _ = z_.:-, [ Pno.mcf 11 VIE ; WIND _ SUDJECT.�'O DAAGE FR VIVI , _I W% GROUND' SPEEDdFROST SNOW SEC SE MIMIC UNE ICE SHIELD _ ' _i 01 LOAD GUST DESIGN D P1 -15 TEI�IViiT :° UINDEIHIAIME NT I FLOOD z > RC)O FRAM NG DETAIL 1 LU ' (€ASF): (MPH) C- TEGDF~zy' WfEATNIERINfr (I;T-IN) I - RE IIR_ED° UAZi tDr —_. SCALE: 1/a' = 1 LO" ® 20 110 C SEW RE _ T-0" MO DIE RALE WS I NO _ - z l(SI:1 ound laE r square TQIE,AVY ! __ Fo fz foot= klti/m2,11 mile f)i•hour=1.1109 krrl.'11 W W t a. Weatherif+ty may requires higli -strength concreV rr grade of iInasorl'y than necessary to ;atisfy the siructursl > U requirement s of this code.TI •reatfierirtg columr r hall be filled)in will t he weathering ind (i.e.,"rtegtigible,' MODULE MCUNTIN'i -LIP-- >"- ›— D i "moderatt'''ar"severe")t for corn rete as determined from the Weathei lira Probability Map[Figure R301.2(3)]. rte _I Q grade of lilt sonny units shall tie determined from It TM C 34,C55, Z,C 73,C SO,C j 'I,C 216 or 652, SOLAR MODULE - —_I SI;AIMLESS STEEL 3% �` ,te t\ W m .1— ..______---.:..-, I— b The frost lin s depth may requi'e deeper footings tN n indicated in Figi.ti R40t3.1(1) The II iri;dtction shall fill in in e Eit.LT AND Nu"fi t, CC CV Q frost line tit ath column with tF t)minimum depth a4 f toting)beloN+ifinish 0 ode, "�f.---- c. The jurisd tie on shall fill in this Et in of the table to int icate the need for 11 otection deyiendirlf an Whether there Ira 5 t�''�� r_-�-- _ ' been histt ill of Ideal sUlbterral'a an to nite damagE'• '— ___.----- ,,044 ' ..A, ' stagy ax 41 UMINIJM "L'"ERAC,I•-I. _- " -' `, \...----- ®®�A 4'l ops 4 d. Thejurisdie ion shall fill in this 0 art of'the table with.ie witid speeed frern the basic wind sp of d malp[FigureSHEET{I�4'E R361.2(4)).Mind exposure este gory shall be defog lined on a site spire fie basis in accordrn ice with Section --- �r,L JMINEIM FLASHING �' 83811 2.1.1. �. STRUCTURAL e. The jurisd c on shall fill in this Ii in offthe table with Ile Seismic Desicgli I;ategrory determine( from Section `,-0':'"--r----r-- --------r -- `�., 8301.2.2.1. ____.- if x 8 4tAFTEr t i t -----� 5/16' S 6"girAltdL SS Ptssn f. The jurisdiat on shall fill this Int rt of the tattle with(Q the date of the j lr sdictuon'S entry in U the hlaficna9 Floa ASPHAL ,HINGlLE FtlOCP Insurance F rogram(date of lila atloid of the first ct'd;or ordinance for r1 enagement of flood-iazatd areas),(b)it e /// ��_STEE. AG BOLT W[TH DRAWING •tQ 4LE date(s)of tl e currently effect)"rt FIRM and PBFIVI,c other flOod hazel 4 map adopted by tilt community,as m�iy be � 2 1/2" AIN THREAD `� PENErfATIONstlAL(ED AS NOTED amended' \: WITH C°OCE)_48004g. In eccordith:e with Sections 00)5.21.1,R905.4.8.1. R905.5.3,1,R905.3.3.1, R905 7.3.1 JO d R905.8.3..1,Witt • theme has b:en 20 history of la' damage from the t Ifects of ice damn lit g,the jurisdiction SI all filtl in this;part a I1 Ie I Nt table with'tt ES."'Otherwise,die jurisdiction shall fill n this part of the fat le with"NO" SHEEi; \T/NLIf1{ERi. The ground 8novli Ioade to be 14ad in determining th a design show load: for hoofs are given n Figure Rt 01.2(tl) or MOU 1TIN0 I iETA4L - -� sites at el et abort s up to 1000 1t at Sites at.elevatici s above 10000 feet;hall have their grr U Id show load incres. ed ppbypevery :love 1000 feet. - - "sa`_'r,.Y°.�."`" from the lit ed value 21 for 100 feet - SCALE: 1 '7' 1-