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HomeMy WebLinkAbout40014-Z 4) 4:9 Town of Southold 3/4/2016 0P.O.Box 1179 ocf., 53095 Main Rd �` dl I• Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38132 Date: 3/4/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 870 Schoolhouse Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-5-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2015 pursuant to which Building Permit No. 40014 dated 8/17/2015 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 Stewart,Bruce of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40014 1/13/2016 PLUMBERS CERTIFICATION DATED Authorized Signature ,...-_- TOWN OF SOUTHOLD %gtFFoureo. i,��o �y: BUILDING DEPARTMENT y :1 TOWN CLERK'S OFFICE �y�©1 � ��0l�4; SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40014 Date: 8/17/2015 Permission is hereby granted to: Stewart, Bruce 870 Schoolhouse Rd PO BOX 201 Cutchogue, NY 11935 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 870 Schoolhouse Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-5-14 Pursuant to application dated 8/11/2015 and approved by the Building Inspector. To expire on 2/15/2017. Fees: SOLAR.PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 / Builds • nspector - Form-No.6 - - _ - TOWN OF-SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: � Sc 114" Cl (-4 House No. Street Hamlet Owner or Owners of Property: `` C�= V ` L (j„) Suffolk County Tax Map No 1000, Section / Block Lot / , Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ - !_11�01 ! 1J- A.'7 11ignature I I o's Town Hall Annex ��� �® ®® l® Telephone(631)765-1802 54375 Main Road ; 41 z Fax(631)765-9502 P.O.Box 1179 ', ao ��� roger.richert(a�town.southold.ny.us Southold,NY 11971-0959 -_ C®UN�,��,;'•..' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bruce Stewart Address: 870 Schoolhouse Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40014 Section: 102 Block 5 Lot 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Level Solar License No: 51859-H 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: 4.2 KW Roof Mounted Photovoltaic"System to Include 14- LG 300W Panels and 1-SE 3800 Inverter Notes Inspector Signature: ' 711:1(-- --� Date: January 13, 2016 Electrical 81 Compliance Form.xls FIELD IN4'SPgCSN REPORT AAT COX112E,TS i'd 0 FOUNDATION(211I)) -i. ,- ' : • • . � t CP . �J ,��.,�i. I • ... . ® . • Fi• ROUGH FRA y MENCF& itso • • • ”orr.:•,...., • ' • % , ' ) . Z • •. INSULATION PEA N,Y. -----' ,•' _ • • c .__, y STATE ENERGY CODE , r • FINAL . . .. • . • r - . , • %.b illit e t., ray.' 00. ' . g i%. ice C ?. 1 •. p ,t V • , .. " ; air an'EJS / f n.� dote., o r ' 1 3-- I • • I' )42 .• J • • e ® TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followmg,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 11-60 If Check Septic Form NYS D.E.C. Trustees SC.O Application Flood Permit Exammed I—1 ,20 I. Single&Separate Storm-Water Assessment Form Contact: Approved /1 ,20 L.5 Mail to Level Solar Disapproved a/c 90 13th Ave Unit 8 Ronkonokoma, Phone 631-285-2557 NY 11779 Expiratron —��I 20 ------r-Th —LH'-----(c' r -- 'l r p JD, 1,-, - I / \., , A.., if PPLICATION FOR BUILDING PERMIT DI AUG 1 1 2015 Date ,20 INSTRUCTIONS F kVTOpplication MUS lbe completely filled in by typewnter or in ink and submitted to the Building Inspector with 4 sets d lans..a tiraf pan o scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authonzed has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. n l ! ► 'P (Signatur o applic. t or name,if a corporation) 90 13th Ave Unit 8 Ronkonkoma, NY 11779 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Agent Name of owner of premises 211ALQ__ IerOtatit'l � (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Richard Keiser (Name and title of corporate officer) Builders License No. 51859-H Plumbers License No. Electricians License No. 51858-ME Other Trade's License No. 1. Location of land on which proposed work will be done870 alittOlh bUt4 Pd A 001/€ House Number Street Hamlet County Tax Map No. 1000 Section I 0 a Block Lot I Li Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Solar Panels (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height 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 NO Will excess fill be removed from premises?YES NO 14 Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 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 Amy Depietto, Level Solar being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.),k0 1/4 of said owner or owners,and is duly authorized to perform or ha ;,i ofrned` �s }dv#brk and to make and file this application; that all statements contained in this application are true to thes�lli ,T i0. cige and belief;and that the work will be .`K, - performed in the manner set forth in the application filed�ere,�i��Ii,.,;`���.,;(,�,M. :w..i* to ore me th \ �`� i�> `�' h day o L k 1 1 20 4." Sz, _ ` \�141 11111� � taryPu.he :t`, a�I! ignatur of Applicant tilf Mr*, 0,0 gip SLF .• Scott A. Russell *4-� ` (6. STORMWATER SUPERVISOR = MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 GV 4* ezzt- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: I ICI Yea No (CHECK ALL THAT APPLY) f j I �� ❑MI Io A. Clearing, grubbing, grading or stripping of land which affects more ,�i than 5,000 square feet of ground surface. ij j' ❑LI B. Excavation or filling involving more than 200 cubic yards of material ,1 within any parcel or any contiguous area. 111 I ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to id ;j; • 100 feet of horizontal distance. 1: ;11 ❑� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. 11 (,I 0 i E. Site preparation within the one-hundred-year floodplain as depicted I' 11 on FIRM Map of any watercourse. j,i ;11 ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square 1:1 � 'I feet or more, unless prior approval of a Stormwater Management 1Ii i Control Plan was received by the Town and the proposal includes I,I l itii_ n-kind replacement of impervious surfaces. j;� * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. ' 1 APPLICANT (Property Owner,Design Professional Agent,Contractor.Other) S.C.T.M. DOOO0 Date. pry(piles .�1 kNIe Level Solar ! � L_. 0 1� ,ip Section Block Lot i 1 .il ' j l_****FOR BUILDING DEPARTMENT USE ONLY**** t';� I j Contact Informanon 31-285-2557 I H( I lT.4phe,rc Numbed 8v ' Reviewed By: �V-P —LeA� ' E 'I. _ f' Date: di,/ ..mom / i , 1 Property A_ddre,s / Loc tion 9fr Co i•trt io Ai ork: ; i : 1 i;1= ,( �r i_ I Approved for processing Building Permit. j � i � �_ 4. �, I � �l �-��� ( I L1 Stormwater Management Control Plan Not Required. l C I . r; Stormwater Management Control Plan is Required. Ii ------ -- : ' : (Forward to Engineering Department for Review.) I'� j FORM # SMCP-TOS MAY 2014 II f 111 Town Hall Annex Telephone(631)765-1802 54375 Main Road + " * "' C P.O.Box 1179 G Q �� roger.richert(a 'o`wn.so tholtl.ny.uS Southold,NY 11971-0959 �� �O • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY ` ' _ ` I �frij Date: 810r Company Name: e i • Name: License No.: �vy -q^ Address: �''U t!re. !ral I(�,v( f))) Phone No.: -3-q()-(1000 JOBS1TE INFORMATION: (*Indicates required information) *Name: 1 i. / *Address: 7a sr 11) oak tej *Cross Street: *Phone No.: (p3/ - 73 Permit No.: tfoo)c-f Tax•Map District: 1000 Section: /()a Block: 3- Lot: /c *BRIEF DESCRIPTION OF WORK(Please Print Clearly) M /V SOO/pOJ1IJ • (Please Circle All That Apply) • *Is job ready for inspection: YES/ NO Rough In Final *Do•you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 15 200 300 350 - 400 Other *New;Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form CONSENT TO-INSPECTION ,gtc, e • tf- (eL-1-a_ ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are) the owner(s) of the premises in the Town of Southold, located at which is shown and designated on the Suffolk County Tax Map as District 1000, Section , Block , Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 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 thelaws, ordinances,rules or regulations of the Town of Southold. 6-dDated: Q l (S gnature) (Print Name) (Signature) (Print Name) I I Town of Southold Building and Solar Permit Application Pack Customer: Bruce Stewart 870 Schoolhouse Road Cutchogue, NY, 11935 1d3I1 JC,' SIOZ L 1 NV Tax ID: 102-5-14 ,L' i I� �� J J Contractor: Level Solar 90 13th Avenue, Ste. 8 Ronkonkoma, NY 11779 631-285-2555 Item # Document # Copies 1 Building Permit Application 1 2 Certificate of Occupancy 1 3 1st Page of Storm Water Application 1 4 Electrical Inspection Form 1 5 Land Survey 1 6 Insurance Pack 1 < , ' ; \ft' .s, F 'q 90 13`"Avenue, Un t 8, Ronkonkoma, NY 11779 631-285-2557 ;iaiLAl! permits@levelsolar.com October 27, 2015 Town of Southold ! Buildin De artment •; � ! g p �� OCT 3 0 2015 ii_.., RE: 870 Schoolhouse Road, Cutchogue BP#40014 iDr, sr)�ipTOLn To whom it may concern: Please be advised that customer requested to change the design to the above referenced solar panel system. Therefore, please see enclosed revised plans for 14 panels, instead of 20, which the permit was originally issued for. Please attach these revised plans to permit#40014 as we wish to set up an installation date for this customer. If you have any questions please call the office at 590-4000 or you can email me at Jamie.schuster@levelsolar.com . Thank you so much. Sincerely, 11 amie c uster l Senior Permitting Specialist Level Solar i1Uuimm • N • ■ ■ m ■ ■ ■ ■ ■ ■ umum • u ■ ■ ■ ■ ■ . ■ ■ J AMES J. S TOUT A RCHITECT & ASSOC. 2 G REG L ANE E AST NORTHPORT N. Y. 631 - 8 58 9388 -- Post Installation Letter • February 11, 2016 RE: Stewart Residence 870 Schoolhouse Road Cutchogue, NY 11935 To Whom It May Concern: This letter is to confirm that as of this date February 11, 2016, I, James J Stout, NYS license 021633 have personally inspected the placement and installation of the roof top solar panels at the above listed address.All of the solar panels have been installed as per manufacturer's guidelines and specifications. The racking system design and installation complies with the 2010 building code of NYS section 1609 and all related provisions. The installation was done as per plan. Thank you for your cooperation in this matter. James J. Stout Architect '/ 11I y� 1/ � 2�y V � ra�, 0 \33©%1‘1 +� >,.. 1 TOS pF 4c S0117j- �' .z1* !p . Town Hall Annex �t : Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a® �t lei ireOUNVI*VI" February 23 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Level Solar 90 13th Ave, Unit 8 Ronkonkoma, NY 11779 RE: Stewart,870 Schoolhouse Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification letter required from engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40014— Solar Panels 1 _ ... 1 : - n A r. ..,,,. ('-"" *F SO UT E.:0,..' + t..i'. °?j3?'''E N'TY ':',EC*,s'D C A it4Pj• i S .//,', o 0 - /,:,,-",? - .-5-- /...CZ' - 7e,Wa:2-017-.74 OWNER STREET -‘--7*-7,0 VILLAGE - ' DIST. SUB. LOT ,I4.61k bche-,V4 ......b.. 1: - 4_,..), • ,J, '.!. , - _ . , ,e., ., . -,„ : -;11 -',, 1 0/#6 c/Se. /Paz d (i.p . _4-11 .. ... , ./.),, ,e •- : 1 _i -b ••.. I i FORMER'OWNEI / ,rN il ,-, (iNc.,.. ACR. , - VX- XF -g/ry 1/ ' (,.(.1(iii___- 76 , ,,5-4°.ukiirt-?'- ii,/-:----7u),-71.,)-4-' ,./,e,;$irc, -ir,, ,,,/, 7.--.-4 en 1 )tit If 1 : i_j --, CLJ-7,1=jhr SW TYPE OF BUILDING t7:1A - -- ' IA I. i //1{177')1'' \:-,1':' /"!1)i '.--)(1):)0-3---t .-_-1-- 't;- ' I ,)(...(1111.Pir.,7 ' (;;;:/ .-:/ r"-. I---' '. , .'N ' RES. 9 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value 1 . LAND IMP. TOTAL DATE , , REMARKS /1/a w .)- /v Ald ,17,'-).... ,,,A,„ ,q./. K,fe ). 7. r6 .. 6./‘/7-47 SLD kl.:".1c2„00 . Z., li.7:it"A' :4-Wf To F.,,, S7-4-7k)/4 i'',?7- ,k k//:: ./;. ,/,„_. ,:.? _j .„ , c,io i5- „ / 9 (..--/ ..„-2. / 0 c, 1.,,, ../ 1,...r1, -;/.2...;•,..„-- ,if e-',3* 1....),/-: /.:7 i/e4/ (2e-;,..,-7,-, (9'4-1,-,,t,1,- (,, .41 '2-'1,-(YO.;,-- /77'(.,: t: 7 / 3 9 oz 4/e kf // /.519e. -P4 /I/6-—-CCO,(0 c1,.7..x7 ,i - .'I L Ir\rAy — ( 1..00:."..) •:.41. .12"3.(93 I 1,:3/(?-.7-'tV -c -1-1 .1,(6 ,C49)?i149, 14coess. 'R I_Jc! -(a s'',14,'I t. 71-)-/: ( - 1‘ 3o( if ii 0 0 2..,/fo//ii --7/z//.7_,-L/2 7b,5 a/7I-(SPLAV(71.-- -7-() ;Sac/- ,AJ) _, 57 00 - - 58 60 1/4y //// .7// 0 / // 7/(3— - '/ // 3 - ci-700 - 700 ,-/-. 5-( c) 52-00 1/// 3/ j)7-..c.-- . P2__/f / //Li . -----i---------------. '----7 OD -2 . • 1. AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD /6) ej....f/, (0-:), 27,-., 0 Meadowland DEPTH /$ 7, House P,tot . . BULKHEAD ......, ,,,,, . . Total ) 1,„,...0 --...,0 DOCK , --,-.-.:. ...„,. Alt t II, „pp'p� "..-;==-,1-..----- p rj f r7' • '., x tvim --- ' --- '� ' DLOR l i t C---4' TRIM ? 3 3 E ' t r .. ” I 4 _. � yak + , '""^�"' ^� t � y+ ;p - I ..'". < Y'x .:r ,�, w "-� 9T,,4 t}rg 3+ +d py�.' „S" r r4,�,^ . r�°�t.��-'9 `T�. w+s' ,� a s " �� x;v4�," s , #,�.f s,�;�:et, � le . � „ F y '°'K ruM+( —=:—'''''V-.'' i 5�y�', '�` m�. T At-:y:"'-�. .nn +T:%4`+. 'w s � id Z..:`.` '93.+"e3' 1 1- , - I I,��'' Al jl�t I l tAL 102.-5-14 11/10 X ,� • 2 � ';71'-2 -+ M7. f ,// r 'FF I tExtensiorii- y 3' �� ` �� - - c . Extension ref r� try �i Foundation tt� Bath Dinette • Porch Basement``'' �' Floors .rr K. - Porch i • Ext. Walls r fnterior'Finish H - - 'vc� R. Breezeway Fire Place ). $ ,Heat fP DR. " /y= �' rl (� Type Roof Rooms 1st Floor BR. r 9,:& - S`'� Recreation Room Rooms 2nd Floor FIN. B :eatf°..,D /$ ��a�t 32t� 3`71 ,ZS q� 0. 7i B. Dormer Driveway Total .4,,,,,,,_..;;;,,_...1--,- - 6/ ,Øo 5 r� `� /1,1/46 - • 4 ✓ ,.. ' -111/' } t -I 3 I ti"..,, ' New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N Y.10007-1100 Phone (212)587-2154 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE `AAA" 464060893 LEVEL SOLAR INC(A DE CORP) 236 W 30TH ST,STE 600 NEW YORK NY 10001 POLICYHOLDER CERTIFICATE HOLDER LEVEL SOLAR INC(A DE CORP) TOWN OF SOUTHOLD 90 13TH AVENUE 54375 ROUTE 25 RONKONKOMA NY 11779 TOWN OF SOUTHOLD SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE M2317 408-9 879741 12/11/2014 TO 12/11/2015 7/6/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE, NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2317 408-9 UNTIL 12/11/2015, 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 12/11/2015 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 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 w � , DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certicertval.asp or by calling(888)875-5790 VALIDATION NUMBER:225334551 i Lia STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURio NC'E COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART G. 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 TeYeplrotro Number of Insured LEVEL SOLAR INC (631)285-2555 236 WEST 30TH STREET SUITE 600 lc.NYS Unemployment Insurance Employer Registration NEW YORK, NY 10001 Number ofInsured I L Federal Employer Identification Number of Insured or Social Security Number 464-06-0893 2 Naate and Address of the Eutitx Requesting Proof of - 3a.Name of Insurance Cartier Coverage(Entity Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold 54375 Rte 25 ata.Policy N'uuzber of entity listed inbox 414.": SOUTHOLD, NY 11971 DBL 6430 71 -5 3c.Policy effective period: 12/18/2014 to 12/18/2015 4.Policy covens: a.ag All of the employ=ees employees eligible under the Now York Disability Benefits Law b.0 Only the following Blass or classes of the employees employees: 'Under penalty of perjury,I certify that I anion authorized repniesentativ'e or licensed agent odtite insurance carrier referenced above and that the named insured has NYS Disability benefits insurance coverage as described above. Date Signed 07/6/2015 J oseph J J. Masi y (Signature ofinsurance rarrieezauthorized rrnpiesenative offF'SUc reed insure rueAgent ofthat Insurance ratrier) Telephone Number .(866)697-4332 Title Director of Disability Benefits Insurance J-tPoKIAND Ifbocc"Aa'''is checked.)hitt this form is simed by The insurance carrier's autkorized representative orNY$Licensed Iinsurance t%5catt of hitt carder,lids certificate is COMPLETE. Molt it directly to Ike certificate-bolder. I flex-eV is dream!,trait certificate is NOT COMPLETE for imposes of Section e;a.Sant S et die Disability Benefits Law It muse be mailed for casniplerictu to die Workers'Compensation Beard.ILLI Pians Ao eptouce(Unit.ao Park Sued.AIbanty.New York 1:2207- PART 2.To be completed by NYS Workers'Compensation Board(Only if box"4b7e of Part 1 has been checked) State Of New York Workers°Compensation Board According to information ntaintaiiied by the NYS Workers'Ccmpensaiion Elena the above:-mated employer has complied with the NYS Disability Benefits Low with respect to all of hiselier employees. Date Signed By iSionnttace of NS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance ctartiers licensed to write NYS disability benefits ii snraanee policies and NYS licensed itiStiautrce agents of those insurance cataiers are aanthotized to issue Fenn DB-120.1. Insurance brokers are NOT authorized to issue this form DB.130.1(5.46) Certificate Number 330785 A� CERTIFICATE OF LIABILITY INSURANCE �2ii6i20"i'4) 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 CONTACT MegQuincy NAME: Q Y Diversified Insurance Group PH NN.Ext): (801)325-5000 J No).(801)532-2804 136 E. South Temple Street AIL ADDREss:mnoorda@diversifiedinsurance.com Suite 2300 INSURER(S)AFFORDING COVERAGE NAIC# Salt Lake City UT 84111 INSURERA:Colony Insurance Company INSURED INSURER B:Sentinel Insurance Co 11000 Level Solar Inc. INSURER C: 236 West 30th Street #600 INSURERD: INSURER E: New York NY 10001 INSURER F: COVERAGES CERTIFICATE NUMBER:2014, Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP WLIMITS LTR INSR VD POLICY NUMBER (MMIDD/YYYY) (MMIDDIYYYY) GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 — X COMMERCIAL GENERAL LIABILITY PA MTO RENTED PREMISES(Eaaoccurrence) $ r 50 000 S A CLAIMS-MADE nOCCUR PACE302845 12/15/201412/15/2015 MEDEXP(Anyoneperson) $ 5,000 — PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIESPER* PRODUCTS-COMP/OP AGG $ 2,000,000 71 POLICY n PF n LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT {Ea ccident) $ 1,000,000 B X ANY AUTO — BODILY INJURY(Per person) $ ALL OWNED SCHEDULED 34UECVT5502 12/1/2014 12/1/2015 BODILY INJURY(Per accident) $ AUTOS AUTOS _ NON-OWNED PROPERTY DAMAGE HIRED AUTOS _ AUTOS (Per accident) $ $ _ UMBRELLA LIAB I I OCCUR EACH OCCURRENCE $ EXCESS LIAB I�--)I CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/NTORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED9 n NIA (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 (Attach ACORD 101,Additional Remarks Schedule,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 Route 25 Southold, NY 11971 AUTHORIZED REPRESENTATIVE Regan Guth/KS ---��a - I ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 t7mnn5t ni Tho A(`fRn names anti Innn aro ronicfnrarl marlrc of At f1Rn • " SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS g • i MASTER {` r_s'` '`,::cst ELECTRICIAN .. 5 4 NAME '$' L , ¢ SHAWN RANALDO This certifies that the 8L'St'ESSNAMZ LEVEL SOLAR INC bearer is duly licensed by the • County of Suffolk `"°n'°Moab*, Data • 51858-ME 06/19/2013 Cann°:nn°r E PRA—ON Bart 06/01/2017 r1 f till r w ?� •'" ' " SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS MASTER ,i'r.:>ar' +fh ELECTRICIAN is(t,„_ SHAWN RANALDO a .s• '1 1 This certifies that the BUSNESS NAME bearer is duly LEVEL SOLAR INC licensed by the • County of Suffolk Lk`"" ee aa.Issued • 51858-ME 06119/2013 `°m"• E%VAA"ON Cli-= 06/01/2017 } { - ELECTRICAL INSPECTION REQUIRED AP ROVED AS NOTED . . DATE:. . # ��, FEE:..:.__..� � I_- BY: .4'�1/. NOTIFY BUILDING DEPART* ' AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING I` 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FCR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS CSF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF SA A O11 4NNING-BOARD-.. RETAIN STORM WATER RUNOFF ii OCCUPANCY OR PURSUANT TO CHAPTER 236 USE IS UNLAWFUL OF THE TOWN CODE.: WITHOUT CERTIFICATE OF OCCUPANCY UTAH OFFIC_S Sanay b q,.. 75ca r :{-,r_ 1 - _Z 6 �"`I ,'' _.is lri } La/tOn ., St. George ` _ n i r __ S • Project Number U1521-576-151 August 6,2015 Level Solar 90 13th Ave Suite 8 Ronkonkoma,NY 11779 ATTENTION Eric Negron REFERENCE Bruce Stewart Residence: 870 Schoolhouse Road,Cutchogue,NY 11935 Solar Panel Installation Dear Mr.Negron Per your request,we have reviewed the attached calculations and photos relating to the installation of solar panels at the above-referenced site Based upon our review, it is our conclusion that the installation of solar panels on this existing roof per the attached documents and in accordance with Ecolibrium Solar's and Level Solar's installation requirements will not adversely affect the structure of this home We have found the calculations to be in accordance with the 2010 Building Code of New York State and ASCE 7-05 This conclusion is based upon the fact that the additional weight related to the solar panels is 3 5 psf or less In the area of the solar panels,other live loads will not be present Regardmg snow loads, it is our conclusion that since the panels are slippery and dark, effective snow loads will likely be reduced in the areas of the panels In addition, it is our conclusion that any additional wind or seismic loadings related to the addition of these solar panels is negligible The solar panels and attachments have been designed to withstand 125 mph design wind speed (3-second gust) Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface Installation of the solar panels must be performed in accordance with Ecolibrium Solar's and Level Solar's installation requirements. Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member Particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges The use of solar panel support span tables provided by Ecolibrium Solar is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables Water proofing around the roof penetrations is the responsibility of others Electrical engineermg is beyond our scope All work performed must be in accordance with accepted industry-wide methods and applicable safety standards Vector Structural Engineering assumes no responsibility for improper installation of the solar panels Our conclusions are based upon our review of the photos which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads Roof framing type, size, and spacing are as indicated in the attached photos and drawings by Level Solar We hope this meets your needs If you have any further questions regarding this matter, please call this office at your convenience Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC �OF NEy,fr ce O \ NY Firm License#: Roger T Alworth,P E COA 009721 { � z "=�,';°*.1' Principal ` ; �� Enclosures \NO rGG^ () )149-' �Ga RTA/ksa 10p,ss1Q"' --"8/6/15 9138 S. State St , Suite 101 I Sandy, UT 34070/T (801) 990-1775/ F (801) 990-1776 I www.vectorse.com i mii) Scale: 1"=30' LEGEND - NOTES 0 30 60 - -T Property Line I Any plumbing vents through roof are not to be cut or covered over during solar N Electrical meter and installation.Any modification or relocation of vents will require a plumbing permit and estimated inverter location inspection. /�\ / N / N N / \ / N jVc7-7 /j) / \\ ' / N / N / \ / `\ Schoolhouse) ♦ N N Road / O •p ELECTRICAL METER N �,, / AND ESTIMATED N N 0 // O4,p INVERTER LOCATION N 0 / Driveway N \ .----- o / `\\ + ROOF 1 // STRUCTRUAL ONLY \ / \ / � OF NE4( N\ // 9} cO \l5L 0• '1- 7,' m cc N / ,�7--.: �_ w N / 0 �t i.-..-.s u `N / -,0 °6';49-\ .,\ \ " N / ,90,_ f N / �'`�SSION*. N / NY Firm License#. - N./ COA 009721 27 OCT 2015 SYSTEM INFORMATION I Roof Slope(deg) #of mods Distrbuited Weight/Loading t \EL. SOLAR additional details in engineering calculations)'I Name weight(psf) points(lbs) 844-GO-LEVEL SERVICE@LEVELSOLAR COM Total#of mods 14 Roof 1 27° 14 2.4 21.5 Module type LG 300N1C-B3 SITE PLAN Module size 300 Watt I 101406-Bruce Stewart Module weight 36.96 lbs 870 Schoolhouse Road Module area 17.65 sq ft Cutchogue, NY, 11935 Version 2 RIDGE ON TOP t EAVE ON BOTTOM 1 39711 • / / 43" (,---,\ - 172" I J 1 811 I --/V- STRUCTRUAL ONLY �t.,'t O T. A '•► C./' ' • o �+ le- c 4 11 ,,i <t. * A II to �� ( - .- w 27 OCT 2015`c o NY Firm License#: �'h' i9-� `'a COA 009721 OF .SSIOV•k' v Attachments to the existing truss -li fop chords or rafters must be staggered so as not to overload any existing structural member Landscape Portrait THIS ROOF SURFACE HAS BEEN { 0 B # Over Up Over Up INSPECTED AND FOUND TO HAVE A j 2x6 Rafter Members 16"OC �VEL SOLAR SINGLE LAYER OF SHINGLES. 1 65 5 40.5 39.5 65 75 MAX HEIGHT OF PANEL ABOVE ROOF 844-GO-LEVEL SERVICE@LEVELSOLAR COM SURFAC NOT TO EXCEED 6" Interior Edge Corner Wind Zone INSTALL PLAN 2 131 81 79 131.5 Pi 3 196 5 121.5 118 5 197.25 1 Max Spacing(in) ;48 32 32 4 262 162 158 263 LANDS APE Max Cantiliver(in) 18.7 14.5 10.9 101406-Bruce Stewart 5 327 5 202.5 197 5 328.75 Max Spacing(in) 32 16 16 • 36 870 Schoolhouse Road PORT AIT 6 393 243 237 394 5 Max Cantiliver(in) 14.6 10 6.6 Cutchogue, NY, 11935 Version 2 . . [LI t-L'-'W . _ _ . S O LA 236 W 30th Street, Suite 600, New York, NY 10001 844-GO-LEVEL Customer Information: Name Bruce Stewart Address 870 Schoolhouse Road City, State, Zip Cutchogue, NY, 11935 Design Information: Number of Faces Used 1 Exposure Category C Wind Speed (mph) 125 Ground Snow Load (Pg) 30 psf Occupancy category II Importance Factor(I) __ _ _ 1.0 Topographic Factor(Kzt) 1.0 Thermal Factor for Snow Load (Ct) 1.2 Exposure Factor for Snow Load (Ce) 0.9 Effective Wind Area 10 Solar Array Details: Number of Modules 14 Module Type LG 300N1C-B3 Modules Size 300 W Array Size 4.200 kW Module Weight 37.0 lbs Module-Area 1-765-ftrsq - - Optimizer Type P300 - — ------------- _---- ---- Optimizer Weight 2.1 lbs Roof Type Composition Shingle Mount Type Ecolibrium Solar Attachment Weight (Leveling Foot and Comp Mount) 1.98 lbs Version 2 . , _ _ . SOLAR 844-GO-LEVEL Surface Information: Roof 1 Members Type Rafter Roof Pitch 27 deg Members Size [in] 2x6 Least Horizontal Dimension 30 ft Members Spacing[in] 16 oc Average Roof Height 25 ft Edge and Corner Dimension 36 in Number of Modules 14 Number of Optimizers 14 Estimated Number of Attachments 28 Distributed and Point Load Calculations: (Solar ABC's Expedited Permit Process for PV System(EPP)) Roof 1 Total System Weight(modules,optimizers,mounting system, etc.) 602.3 lbs Total Array Area 247.1 sq.ft. Distributed Weight 2.4 psf Weight per Attachment Point 21.5 lbs Snow Load and Wind Pressure Calculation: (ASCE7-05Sections 6-7) Roof 1 Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor(Cs) 0.8 0.8 0.8 Roof Snow Load (Ps) 17.7 17.7 17.7 Net Design Wind Pressure uplift(Pnet30_up) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce (Pnet30_down) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category(X) 1.4 1.4 1.4 _ Net Design Wind Pressure uplift(Wup) -34.7 -60.5 -89.4 Net Design Wind Pressure downforce(Wdown) 21.9 21.9 21.9 ASD Load Combination: (ASCE 7-05 Section 2.4) Roof 1 Interior Edge Corner Dead Load (D) 2.2 2.2 2.2 Snow Load (5) 14.1 14.1 14.1 Load Combination 1= D+0.755+0.75Wdown 29.1 29.1 29.1 Load Combination 2= D+Wdown 24.0 24.0 24.0 Load Combination 3= D+S 16.2 16.2 16.2 Uplift Design Load =0.6D+Wup -33.4 -59.2 -88.1 Maximum Absolute Design Load (Pabs) 33.4 59.2 88.1 Spacing Calculation: (EcoX Product Manual) Roof 1 Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max spacing between attachments (in) 56 44 33 44 30 20 Max.spacing between attachments considering rafter spacing(in) 48 32 32 32 16 16 Max cantilever from attachments to perimeter of PV Array(in) 18.7 14.5 10.9 14.6 10.0 6.6 Version 2 .r 5ci[ PA 236 W 30th Street, Suite 600, New York, NY 10001 844-GO-LEVEL Pre-Installation Checklist: 1) What is the size and spacing of the rafters or truss drop chords? Roof 1 2x6 Rafter Members @ 16" OC 2) Is there any evidence of water damage in the roof? No Any dry rot? No Any other visible deterioration? No 3) Do you see any splits, cuts, breaks, or visible sagging in the existing framing members? No 4) Please provide photos showing the sizing and spacing of roof framing and any possible damage as described above. Version 2 1 EcoX MOUNTING SYSTEM Front elevation detail Attachments Spacing ICannliver Cantilever Attachments spacing 1. All installed roof surfaces have been (Edge) (Interior) (Interior) i--- i i i ( inspected and found to have a single layer of shingles Wind Zone — Height _T1 Clamp Detail 2. Max of panel above roof _J J - Attachment kit Solar Panel surface not to exceed 6" i 13. Panels will be flush mounted and Interior Clamp ��� wind zone - Solar Panels - parallel to the roof surface 4,0 Attachment kit �, 4. Attachments to the existing truss top Skirt - - . ' chords or rafters must be staggered Ed Coupling Ji- ._,-,-. so as not to overload any existing wind zone g ' Shingles - Height of Panel structural member Rafters Rafter above roof surface 5. Maximum values for attachment - spacings are specified in following Corner-,' _ ' CI �- pageslfor each roof. wind zone ; , I 1 i I 1 Cant Attachments Attachments spacing (Corner) spacing (Corner) (Edge) _ Components Clamp Assembly on Attachment kit_ Detail A I ■ —EIS lemmeilill Flashing Coupling assembly , . Clamp ►rill/ J..1.-1'.. ' �. ■ Nommini . , 4 - -_pp,1*,,, -_, - lir i � per' • Base g■1=1■g I:t,'''' Flashing Sealing Washer GF1-MLL-812 Mill finish al J II i IL-A.0k Lag with Sealing Washer flashing,8"x12" l_■-_ us -: _ s-----:-.4 ' -:, I' ,ts,Ai::% ' li �- '�• tr lik ,,,P j t Lag Bolt,5/s 5 E y3F 5r Base 7 1 Skirt ../- Clamp assemli ly Version 2 - [1,- E'. VEL S C)LQ B ) 236 W 30th Street, Suite 600, New York, NY 10001 844-GO-LEVEL Rafter/Truss Photos: .s w,.' -. r �.. �w~� E- _ C er � T; 'ta '.. ... -LLQ-__ _-; _-- r-- - =- L--_=--,1_---,-..-- 2 c 1} 1 Version 2 0t______\, Utility Service 120/240 Vac60Hz (New) I 1.r (New) ._ (Existing) Revenue 14String 1 /NJ Grade Roof mounted A^ 1 Meter • ,f, — + S Solar PV Modules �. _B 9+ o o....9 o, V I i i 6 i V=1 ` n i' 0 C]7 + — + l� — ---J (New) i _T (New) 0 0 0 (Existing) EO Positive,Negative,EGC - PV Wire THHN/THWN-2(rate ///��� 100 G0deg wre / \ O\ / \ AWG Cu wire 111J \I ,D in"PVC conduit \ 0‘12-1-, H- G GE, L1,L2,Neutral and EGC PV Wire in Free Air or — WIRING THHN/THWN-2(rated 90 deg C) 8 AWG Cu wire LEGEND in%4"PVC conduit Positive — —— Negative Ground — Neutral 14 mods @ 300 W each = 4.2 kW L1 /L2 DC Series A - Solar PV Module B - Power Optimizer C - Inverter D - Main Service Panel E - AC Disconnect Swi' Make LG Make:SolarEd e Make SolarEdge Bus Bar:200 Aac Rating.240 Vac,20 Aac Model 300N1C-B3 Model: P300 Model:SE3800A-US Main Circuit Breaker 200 Aac Max Power 300 W Max. Input Power:300 W Max. Input Voltage:500 Vdc Inertie Circuit Breaker:DP 20 Aac Voc(STC):39 8 Vdc MTTP Range:8 to 48 Vdc Max.Output Power:4150 W LEVEL. L. LA Isc(STC).9.98 Adc Max. Input Voltage:48 Vdc Max.ContinuousiOutput: 16 Aac Vmp(STC).32 Vdc Max. Input Cor lent: 10 Adc Nominal Output AC Voltage. 240 Vac 844-GO-LEVEL SERVICE@LEVELSOLAR COM Imp(STC)*9.4 Adc Max Output Curent: 15 Adc GFDI: 1 3-LINE WIRING DIAGRAM Max.System Voltage:1000 W Max String Power:5250 W DC Disconnect: 1 I 101406-Bruce Stewart String Length 8 10 17 Units *GEC not required ungrounded 870 Schoolhouse Road Cutchogue, NY, 11935 Version 2 ti ,, i.„ . . 1kt„?.. G . Innovation Life's Good for a Better Life '.a.>�. ,. ��.. .,---7—sen w. egMMIIIIIIIIIIIIIIIIIIIIIE 1 04.....MMIEMINA Min MMS ®MEM� solar =11111111uffraM==E }2013. I' Enna ... . .. _ WINNER {{ his® .O ... • n OX, e LG3ON1G=63 __ . __ -- - i , . . , . . . ______j ` _ .. ,. , _.� , .. Introducing MonoX®NeON module series,which uses highly efficient n-type materials,an elaborate process60 cell a APPROVED PRODUCT control adopting a semiconductor processing solutionDEC Eus 1 (� . and a double sided structure.Our R&D concentrates on I I MCS F �]/ Intertek / v developing a product that is not only efficient,but strives KM 564573 es EN 61215 to increase practical value for customers. Photovoltaic Modules mo T.. N Type MaterialNear Zero LID(Light Induced Degradation) MonoX®NeON uses n-type cells,boasting The n-type cells used in MonoX®NeON have higher mobility of electric charge,resulting in L almost no boron,which may cause the initial higher generation efficiency efficiency to drop,leading to less LID. 000000 Nano Level Control Double-Sided Cell Structure ooG00o I000000III MonoX®NeON uses the Nano-level process '"' The rear of the cell used in MonoX®NeON is control predominant in semiconductor designed to contribute to generation,the light processing process,which ensures less beam reflected from the rear of the module is electric loss from internal defects reabsorbed to generate a great amount of additional power i Clin`� vw [pm) \ 1 \ l itt; Light Weight Convenient Installation EL Test Current Sorting Linear Warranty Positive Power Tolerance About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its future growth engine Our solar energy source research program was launched in 1985, backed by LG Group's rich expenence in semi-conductors,LCD,chemistry and electronic matenals industry We successfully released the first MonoX®senes to the market in 2010 which exported to 32 countnes in 2 years In 2013,MonoX®NeON won"Intersolar Award';which proved its leading innovation in the industry O no X NeON . .... , 1C-B3. Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell vendor LG MPP voltage(Vmpp) 32 0 Cell type Monocrystalline MPP current(Impp) 9 40 Cell dimensions 156 x 156 mm/6 x 6 in Open circuit voltage(Voc) 39 8 is of busbar 3 Short circuit current(Isc) 9 98 Dimensions(L x W x H) 1640 x 1000 x 35mm Module efficiency(%) 18 3 64 57 x 39 37 x 1 38 in Operating temperature(°C) -40-+90 Static snow load 5400 Pa/113 psf Maximum system voltage(V) 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 Weight 16 8±0 5 kg/36 96±11 lb Power tolerance(%) 0-+3 Connector type MC4 Connector IP 67 _ __ *STC(Standard Test Condition)Irradiance 1000 W/m',module temperature 25°C,AM 1 5 Junction box IP 67 with 3 bypass diodes *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Length of cables 2 x 1000 mm/2 x 3937 in Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 300 W Maximum power(Pmpp) 220 Certifications and Warranty MPP voltage(Vmpp) 29 3 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7 50 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 36.9 Module fire performance(UL17O3) Type 2 Short circuit current(Isc) 8 05 Product warranty 10 years Efficiency reduction <2% (from 1000 W/m to 200 W/m2) Output warranty of Pmax Linear warranty* (measurement Tolerance±3%) *NOCT((lommal Operating Cell Temperature)Irradiance 800 W/m=,ambient temperature 20°C,wind speed 1 m/s *1)1st year 98%,2)After 2nd year 0 7%p annual degradation,3)81 2%for 25 years Dimensions(mm/in) Temperature Coefficients 5 5*4 0(x mew) 1000/39.37 m NOCT 45±2°C Dram holes(4ea 40*]s(Y mew) •.' Pmpp -041%/°C Dam holes(4ea) (Distance between m°unnng holes) 18/071 Voc -0 29%/°C �I - Am..b. i_ a Isc 0 04%/°C a-043 1 G...12,-,0,:440.3s02.3 mundmg Haus(12ea) (-) i*\ I 8080(Z ono) \ T Characteristic Curves Mauston Saes(Bea) \ ' qf 10 1000W 1000/3937 \\JI 1 t Cable length e 3 s 7 3 „ 2 1 1 944/3717 5 10 15 20 25 30 35 40 voltage(u)a 140 IIIII!IrIl!iiIIi:120 ..g ..............—.._—.._... - 100 Isc .--...._..__ _ 35/138 Voc 10/040 10/0 40 80 - -� 5SJ072 H 40/016 ... -__ -_ ....... __ ... — max u �• o er— m e R15/006 4D ---------------- - ---------- -- D DetaIIX Desalt DeadZ ._ ------._.- 28/110 22/087 Long Ode frame Short ode frame 0 -40 -25 0 25 50 75 90 Temperature VC) *The distance between the center of the mOunOng/groundmg holes 0:7 LG North America Solar Business Team Product specifications are subject to change without notice El .` LG Electronics U S A Inc "LG Life's Good"is a registrated trademark of LG Corp r ID Life's Good 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 All other trademarks are the property of their respective owners NCI DS-N-60-C-US-F-EN-31002 Innovation for a Better Life "4, Contact. aN Ig solar ge corn '7� www Igsolarusa corn Copyright©2014 LG Electronics All nghts reserved ) 06/17/2014 i r' r ' a • V so ar ,, ,--,,z--.,, ,--- "'Z-', 4, 4 ''-'4V - 4,� 1 SolarEdge Single Phase Inverters �4• ▪ *2$$ . . For North America _ � 4 SE3000A—US / SE3�OOA—US / SE5000A—US / SE6000A—US / :r,a� 4�` '� - y #4 SE7600A—US / SE10000A—US / SE11400A—US � • / : __ __ _ ; I ,...„.„..,..,..,,,,,,,„":„4,2„,...Y `, verte�rrrVS-_ 5 s - t. I acs �' � -ti �� ,--;,10:a7- z �, t tis } � :?' � ' 5 _ Y-` '° �, is .+, ,"Tg -, w --.._,-- — lip 0 177-- -*-'; .i7P,X.Je:•.-',,-`,:qt-;,..ir-*:kkr,t4.. ',kr -*- ' '...5*'?4-.' .'=-',,,' -**i-,-1-,**"....v.140:- ,t.VALW'. ,:i.:"'...1t,A4 it• ri'..N*tPltitt*''' ' V4q '1,'.'?.L.V•'7;r1 ''':._:-.'''4!*!4"r''''''.'442;441 %.k:4144**tilr „Ir-7 44,41Q4*-147k4 y � mss * ° x fid§ � it . S 41 7.: , yam ra a, The best choice for SolarEdge enabled systems • Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance • Superior efficiency(98%) • Small,lightweight and easy to install on provided bracket Built-in module-level monitoring ® Internet connection through Ethernet or Wireless .d Outdoor and indoor installation • Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 W W W.sola redge.U S USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL c , . 'Z''-t•" i'.: -v.:II': Single Phase Inverters for North America sole r ..... 9 9 . .-- SE3000A-US/SE3800A-US/SE5000A-US/,SE6000A-US/ SE7600A-US I SE10000A-US I SE11400A-US SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US ' OUTPUT- , . , .. — , . = ,' 9980 @ 208V Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA 10000 @240V 5400 @ 208V @ Max.AC Power Output 3300 4150 6000 8350 1080010950 e240V208V 12000 VA 5450 e240V AC Output Voltage Min.-Nom-Max.(1) - - 1 - - - 183-208-229 Vac AC Output Voltage Min.-Nom-Max,(1) 1 1 / 1 1 1 211-240-264 Vac AC Frequency Min-Nom-Max.(1) 59 3-60-60.5(with HI country setting 57-60-60 5) Hz I 24 @ 208V I 48 @ 208V Max Continuous Output Current 12 5 16 25 32 j 47.5 A 21 @ 240V 42 @ 240V A GFDI 1 Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT Recommended Max.DC Powerm 3750 I 4750 6250 7500 9500 I 12400 I 14250 W ,(STC) Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max.Input Currento 95 1 13 I16 5 @ 208V I 15.5 @ 240V 18 23 33 @ 208V I 30.5..240V 34.5 Adc Max Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 97 7 98.2 98.3 98 3 98 98 98 % @ 97 @ 208V CEC Weighted Efficiency 97.5 98 97.5 208V 97.5 97 5 97 5 % • 98 e 240V 97 5 @ 240V Nighttime Power Consumption <2.5 <4 W , ADDITIONAL FEATURES ' . , . . — . S S , . Supported Communication Interfaces j RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optional(4) Rapid Shutdown–NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed') STANDARD COMPLIANCE ' ', , . Safety UL1741,UL1699B,UL1998,CSA 22 2 Grid Connection Standards 1EEE1547 Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG AWG range Dimensions with Safety Switch 305 x 12.5 x 7/ 30.5 x 12.5 x 7 5/ in/ 30.5x12.5 x 105/775 x315 x260 (HxWxD) .. 775 x 315 x 172 775 x 315 x 191 mm ' Weight with Safety Switch 51.2/23.2 54 7/24 7 88.4/40 1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dBA Min-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available)) *F/°C Range Protection Rating NEMA 3R (1)For other regional settings please contact SolarEdge support (2)Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C For detailed information,refer to http//www solaredee us/files/pdfs/mverter dc oversizing guide pdf MA higher current source may be used,the inverter will limit its input current to the values stated (4)Revenue grade inverter P/N SExxxxA-US000NNR2 151 Rapid shutdown kit P/N SE1000-RSD-S1 (61-40 version P/N SExxxxA-US000NNU4 ', ' , — ,- '- - '..g ':-',; . .- : ,''•''''.. , ' '.,, 'r. . '' . , . ''. - ,%•,,•,., '`: 't%'.41:0V:, A,.1.„—_:, '''';.1.''-:•".'-'ci'''' j•":: . . is .,. — IIEZYstia-- , t. • .. • . .• • , -•• • • , ,,,,,11-111 R .. 4 ...... ..„ .. . . .0 ctlarEdge Technologies Inc:All rights reserved.SOLAREDGE,the SolarEdge lOgo,OPTIMIZED BY SOLAREDGE ...* ••, .* , , . . `'.Yrer.trAdeinarks,or registered trademarks-of SolarEdge'Technologiest Inc.All other trademarks-rnentionFd herein • • .• ,. , •.areqtadernarks of their respective owners Date'07/2014.vol.Subject to onano without notin% • — . , . •%• ... - „, �; r,yam � sola .;: � . ,‘::: . cci *-.11 r - W ii 4,!-,1 i:, . mo: ii SolarEdge Power Optimizer Module Add-0n For North America �-- P300 / P400 I 405 PC III wyE .. . !f la powerp� ,v;ti2 1c'1*0waCilimm � r / 1. ''S ;i''''''''' / . '''*NI / //' 1 ti i rx,r_ PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA www.solaredge.us i So r - . ®= SolarEdge Power Optimizer Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) INPUT Rated Input DC Powerltl 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) MPPT Operating Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 Adc ... .... ...... ..... ........... .. .... Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 Weighted Efficiency 98 8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) ' Maximum Output Current 15Adc Maximum Output Voltage 60 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc ' STANDARD COMPLIANCE , EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 . . ... ..... Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Pxxx-2 series 141 x 212 x 405/5 55 x 8.34 x 1.59 mm/in Dimensions(W x L x H) 128x152x27.5/ 128x152x35/ 128x152x48/ PxxxSseries mm/in 5x5.97x1.08 5x5.97x137 5x597x1.89 .... ... .. ........... .... . .. . .... ....... .. . Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 I 930/2.05 I 930/2.05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated,Amphenol Output Wire Length 0.95/3.0 1 1.2/3 9 m/ft Operating Temperature Range -40-+85/-40-+185 °C/°F Pxxx-2 series IP65/NEMA4 Protection Rating Pxxx-5 series . IP68/NEMA6P .... . . ... .... . Relative Humidity 0-100 nl Rated STC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V i A SOLAREDGE INVERTER(2) Minimum String Length g 10 18 (Power Optimizers) Maximum String Length 25 25 50 (Power Optimizers) k . ........ .... ... ................. .......... .... .... .... . . Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations Olt is not allowed to mix P405 with P300/P400/P600/P700 in one string v ,telitr Bis .' ' 4. s Ery !..4. " '`" ter,' { o# _�• � i '' 4,,L~' .r,g..r ,A41;. 44- f• `Ii,:. .It4 - •41?7, :11 .•• I a• ©SolarEgge,Technologiestlnc AI,I nghts rese cd.S0LA,R�EDGE the.So aLrEdge logo OPTIMIZED BY Sol ER DGE „fit i • 3• r SolarEdge trademarks�entloned,�,�e„refn are,�� " d tr demarks<of their resitctive ownc`rs Date.100/2014 VQ1 Subject to change without notice ' #e �: v il `,r.a �. L...,_._......._..,..._.�.......S s�. _ e4 �e�. .. ��'"�- a sY � ry _.,. _ . _:,-, _ -m., .+nin i..e" `,'�, . . EcoX embodies the ,-9 • advancements required to _ . accelerate thezckployMent of• ,.:' ,,.. 0 '' ... , - Solar,..6..re'crullh7*g7lieltos9,,,1 c.-9,Lt , _ - of-a-P-WalftAliirWANlifitqf.:- 2-,;7,..-H.-7---- __logiste-Fa-StEea.:ti-Td ._;-..,-..-F.,...-e-z-i : i n sta I lation-70 fioEe- ss.0.51•0 7,--r--------_,-.-.- . .----- .... 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EcoX, accompanied by a 15 year warranty,will .,, accelerate your installations resulting in 4' ' more profits and fewer headaches. I„. < , . z , k,. :-. K r_: :2. ; , `_. < -`1f'.. 7:• _' --' ,x . .. . vim.. .-,. .1.-: '_ :,J;.;.. _,. .„ L :.. - ! f=.. w .' : , _ 'r,` f} -:' ' F'-. 'f.-,,,:l' '- _ . , -: " is V ;',' P' r�r \ A�� ,t cstq'i• � ,,.441s46,,_\ \-,'.,,;,\,::,,, Rotate to Lock: Lay-in Accessibility: Leveling Adjustability: With a quick twist,the Unique design allows modulg+to be r ; i rt q n;� IThe-lev1e ing post allows clamp assembly is locked placed from above into an alread� V height(a'aj�i tability before and into place,no tool needed. tightened clamp. No need to reacmolver aftIlL) qm+i ules are in place. or walk on modules to tighten Ia'rdware.I — L OCT 3 O 2015 , 1 - -- 1 ,i-::G [,IfIr i n 1 ` 5 „', . - ff-il ^i PJJ :--,''' .' \\,4,4: ''r."/ til Yip r,,4 ., s4- / Thi North South =- _ Skirt Adjustability: Optro elssorles-: Adjustability: , The adjustable skirt accommodates Micro lr ver e Brackets : different module thicknesses and EcoX lower support Wrre�Mana;=e ent=` "'�`' provides 4'/z'of i �" �g 1pti delivers a clean finished look. Jun�ction•BoxMqunts NS adjustability. ' >i� salesL ecohbriumsolarcom US 720-249-1877 www ecohbriumsolarcom EcalliriurnSoitar latinamericaRecohbriumsolarcom MX +52 81 84214765 • UTAH OFFICES Sandy L (Lix Layton .)w E FI G I n E E R s St. George Proj ect Number: U1521-0696-151 October 27,2015 Level Solar 90 13th Ave. Suite 8 Ronkonkoma,NY 11779 ATTENTION: Eric Negron REFERENCE: Bruce Stewart Residence: 870 Schoolhouse Road,Cutchogue,NY 11935 Solar Panel Installation Dear Mr.Negron: Per your request,we have reviewed the attached calculations and photos relating to the installation of solar panels at the above-referenced site. Based upon our review, it is our conclusion that the installation of solar panels on this existing roof per the attached documents and in accordance with Ecolibrium Solar's and Level Solar's installation requirements will not adversely affect the structure of this home. We have found the calculations to be in accordance with the 2010 Building Code of New York State and ASCE 7-05. This conclusion is based upon the fact that the additional weight related to the solar panels is 3.5 psf or less. In the area of the solar panels,other live loads will not be present. Regarding snow loads,it is our conclusion that since the panels are slippery and dark, effective snow loads will likely be reduced in the areas of the-panels. In addition, it is our conclusion that any additional wind or seismic loadings related to the addition of these solar panels is negligible. The solar panels and attachments have been designed to withstand 125 mph design wind speed (3-second gust). Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Installation of the solar panels must be performed in accordance with Ecolibrium Solar's and Level Solar's installation requirements.,Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member. Particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by Ecolibrium Solar is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables. Water proofing around the roof penetrations is the responsibility of others. Electrical engineering is beyond our scope. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. Our conclusions are based upon our review of the photos which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Roof framing type, size, and spacing are as indicated in the attached photos and drawings by Level Solar We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, NFjrV VECTOR STRUCTURAL ENGINEERING,LLCgc,�P T Roger T.Alworth,P.E. I; : , `1,; cu Principal �iP -`�s. �`t cr../NY Firm License#:COA 009721 no Enclosures RTA/klr 27 OCT 2015 9138 S.State St., Suite 101 /Sandy, UT 84070/T (801) 990-1775/F (801)990-1776/www.vectorse.com (110 Scale: 1"=30' I LEGEND I NOTES 0 �0 60 — Property Line Any plumbing vents through roof are not to be cut or covered over during solar,. N z2., Electrical meter and installation.Any modification or relocation of vents will require a plumbing permit and estimated inverter location inspection. /�N / N / N / N N / \ / N / \N / N / N / N Schoolhouse ♦ \ Road // O ®�, ELECTRICAL METER\N AND// O ®®r INVERTER nLOCATION NATED N N N / Driveway N N o ®0®® ROOF 3 N N N ®�eS \\\ 04 / N 46- ROOF 1 // \ / \\ / STRUCTURAL ONLY NN N / �---. N (----- ---45 .,,p)._,,..,1 N /N , \N / �r / 'x " _, ,ii,,ii,N\ / n ' f �` cr N / : 'f izi N N / NY Firm License#: --a '-6 1 9-" r` N\N / COA 009721 °PF_, SS0‘ 8/6/15 SYSTEM INFORMATION Roof Slope(deg) #of mods Distribuited Weight/Loading LEVEL SOLAR o, (see additional details in engineering calculations) Name weight(psf) points(lbs) 844-GO-LEVEL SERVICE@LEVELSOLAR COM Total#of mods 20 Roof 1 27° 14 2.4 21.5 Module type LG 300N1C-B3 Roof 3 25° 6 2 4 21.5 SITE PLAN - Module size 300 Watt Bruce Stewart Module weight 36 96 lbs 870 Schoolhouse Road R Module area 17.65 sq ft Cutchogue, NY, 11935 RIDGE ON TOP f EAVE ON BOTTOM 1 397" I 43" I 1 J } __ _ _L _ k I'i}.�\ '-.. i .�,vrJr of ,f a--p'"I-(.. y,.' -.z �., _ 's b ? • - - • w 172" 9v' -,,,,;. _ ,`,. ,::-.,,,f,,,,,.:.,1„,,,-„��:� 1 ,x' r,Y. , t s.. ,1.: ,,I, 1 • n _�C+, ti . _fi �" � � :!{ � 4 ' �� ��n``v sem' _ ='tii' ,.h�7 - ..] _ _ , _ r�i yt,: ' k, v�� �kl I :r`" •yy - _ - '-,1.'J':'-' ,i 8" -,,f C,D�� L� T 4�by � f- 4" E--- ., :til,5 * 4" Lki- STRUCTURAL ONLY tP NY Firm License#: 'o 064 149_; \Ch COA 009721 ?oPc-ssIova'°- 8/6/15 Attachments to the existing truss top chords or rafters must be staggered so as not to overload any existing structural member Landscape Portrait THIS ROOF SURFACE HAS BEEN INSPECTED AND FOUND TO HAVE A 2x6 Rafter Members 16"OC LEVEL SOLAR # Over Up Over Up SINGLE LAYER OF SHINGLES Roof 1 - 14 Mods - 27° pitch 844-GO-LEVEL SERVICE@LEVELSOLAR COM 1 64.57 39.37 39.37 64.57 MAX HEIGHT OF PANEL ABOVE ROOF 2 129 64 80 04 79.24 130.44 SURFACE NOT TO EXCEED 6r' Interior Edge Corner Wind Zone INSTALL PLAN 3 194.71 120.71 119.11 196 31 Max Spacing(In) 48 32 32 4 259.78 161.38 198.85 262 18 LANDSCAPE Max Cantiliver(in) 19 6 15 1 11.8 22 Bruce Stewart 5 324.85 202.05 238.72 328.05 PORTRAIT Max Spacing(in) 32 32 16 I 25 870 Schoolhouse Road 6 389.92 242.72 278 59 393.92 Max Cantilever(in) 15.3 11 7.3 i Cutchogue, NY, 11935 RIDGE ON TOP t EAVE ON BOTTOM ! 285" - , , . 1 1 * � _ :�. 1 13" ''' '' -'` ' ' ''- '' STRUCTURAL ----� = rc_r' _ - `= -_—_ U ONLY ,,. ' ;- , .,R .1-, . , , „ OFN�`'� _,'',1,,r".,,' ,;',-2-41 ,:',;'1.,,,`1,,,-:,:l r'''', .r_ .i,- _ 'W:,, ',4(� motif '' ' 171 .x" : I-;i:;' [ lrj�r°'Ii° ` ELI LI;I � `U=alc.a ;'N :. ,`'4^V °,' . 1 - •Y°�fissta,N`,- ,,, /15 —,_——F— _'°!,L:4 5:4 _ , r { ~ - NY Firm License# -r . COA 009721 1 i 38" 1 I I , , -,,_ 152" 3" Attachments to the existing truss top chords or rafters must be staggered so as not to overload any existing structural member Landscape Portrait THIS ROOF SURFACE HAS BEEN 2x6 Rafter Members @ 16"OC IL EV E L SOLAR # Over Up Over Up INSPECTED AND FOUND TO HAVE A SINGLE LAYER OF SHINGLES Roof 3-6 Mods - 25°pitch 844-GO-LEVEL SERVICE@LEVELSOLAR.COM 1 64.57 39.37 39.37 64.57 MAX HEIGHT OF PANEL ABOVE ROOF 2 129.64 80 04 79.24 130.44 SURFACE NOT TO EXCEED 6" Interior Edge Corner Wind Zone INSTALL PLAN 3 194.71 120.71 119.11 196.31 Max Spacing(en) 48 32 32 4 259.78 161.38 198.85 262.18 LANDSCAPE Max Cantilever(in) 19.7 15 12 22 Bruce Stewart 5 324.85 202.05 238.72 328.05 PORTRAIT Max Spacing(in) 32 32 16 25 870 Schoolhouse Road 6 389.92 242 72 278.59 393.92 Max Cantilever(in) 15.3 11 7.3 Cutchogue, NY, 11935 .y, -V 4 mss. �r .I f L}�i y!.•,uv..sfi..-i- . .-._-. _r.ne. a.l u«"..tn- ..._ .,i.:hi...o-- J.., n: .. .. .�... ,_...�i.f. ...t _ ,_{.�.+._. .d.. w...-� ... ..r w :' '.-.. . r ._,._.....se' .. .._.. " -.._.. ..,..�\ 236 W 30th Street, Suite 600, New York, NY 10001 844-GO-LEVEL Customer Information: Name Bruce Stewart Address 870 Schoolhouse Road City, State, Zip Cutchogue, NY, 11935 Design Information: Number of Faces Used 2 Exposure Category C Wind Speed (mph) 125 Ground Snow Load (Pg) 30 psf Importance Factor (I) 1.0 Topographic Factor (Kzt) 1.0 Thermal Factor for Snow Load (Ct) 1.2 Exposure Factor for Snow Load (Ce) 0.9 Effective Wind Area 10 Solar Array Details: Number of Modules 20 Module Type LG 300N1C-B3 Modules Size 300 W Array Size 6.000 kW Module Weight 37.0 lbs Module Area 17.65 ft. sq Optimizer Type P300 Optimizer Weight 2.1 lbs Roof Type Composition Shingle Mount Type Ecolibrium Solar Attachment Weight (Leveling Foot and Comp Mount) 1.98 lbs - - - a .mss f.vi�.:. -- - - •,g>,�S-r 's*�'r,_ - .•, S ` 236 W 30th Street, Suite 600, New York, NY 10001 844-GO-LEVEL Surface Information: Roof 1 Members Type Rafter Roof Pitch 27 deg Members Size [in] 2x6 Least Horizontal Dimension 30 ft Members Spacing[in] 16 Average Roof Height 25 ft Edge and Corner Dimension 36 in Number of Modules 14 Portrait wind zone 25 in Number of Optimizers 14 Landscape wind zone 22 in Estimated Number of Attachments 28 Distributed and Point Load Calculations: (Solar ABC's Expedited Permit Process for PV System(EPP)) Roof 1 Total System Weight(modules, optimizers, mounting system, etc.) 602.3 lbs Total Array Area 247.1 sq.ft. Distributed Weight 2.4 psf Weight per Attachment Point 21.5 lbs Snow Load and Wind Pressure Calculation: (ASCE 7-05 Sections 6-7) Roof 1 Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor(Cs) 0.8 0.8 0.8 Roof Snow Load (Ps) 17.7 17.7 17.7 Net Design Wind Pressure uplift(Pnet30_up) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce(Pnet30_down) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category(A) 1.4 1.4 1.4 Net Design Wind Pressure uplift(Wup) -34.7 -60.5 -89.4 Net Design Wind Pressure downforce(Wdown) 21.9 21.9 21.9 ASD Load Combination: (ASCE 7-05 Section 2.4) Roof 1 Interior Edge Corner Dead Load (D) 2.2 2.2 2.2 Snow Load (S) 14.1 14.1 14.1 Load Combination 1= D+0.755+0.75Wdown 29.1 29.1 29.1 Load Combination 2= D+Wdown 24.0 24.0 24.0 Load Combination 3= D+S 16.2 16.2 16.2 Uplift Design Load =0.6D+Wup -33.4 -59.2 -88.1 Maximum Absolute Design Load (Pabs) 33.4 59.2 88.1 Spacing Calculation: (EcoX Product Manual) Roof 1 Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max spacing between attachments (in) 59 45 36 46 33 22 Max.spacing between attachments considering rafter spacing(in) 48 32 32 32 32 16 Max cantilever from attachments to perimeter of PV Array(in) 19.6 15.1 11.8 15.3 11.0 7.3 Tt,.?. ''�". s• �.i cid+t:-s` -;� .,.f:4�:...�' _ ;,;5.'@.E;,�._;,;;-,..'�=. _ ,��;` _ ,�i'u _ - .W t o _ - - ,:":.i" _�.K� =e= vz i. r2 •fin k..s to - =Vl,. - N - - *= `� mo`+ - "•r� =x,rye-^ >t _ _ •'i^.t< - - - - - -._ _,_- .,.�. .+t.5-...,... ..._..„r,h,_ _-=..=.r_ -,..:a.. x..- n,.,f;�.%.�'�tf ..a?'#��•'�'E• S] L� R 236 W 30th Street,Suite 600, New York, NY 10001 844-GO-LEVEL Surface Information: Roof 3 Members Type Rafter Roof Pitch 25 deg Members Size [in] 2x6 Least Horizontal Dimension 30 ft Members Spacing[in] 16 Average Roof Height 25 ft Edge and Corner Dimension 36 in Number of Modules 6 Portrait wind zone 25 in Number of Optimizers 6 Landscape wind zone 22 in Estimated Number of Attachments 12 Distributed and Point Load Calculations: (Solar ABC's Expedited Permit Process for PV System(EPP)) Roof 3 Total System Weight(modules,optimizers, mounting system,etc.) 258.1 lbs Total Array Area 105.9 sq.ft. Distributed Weight 2.4 psf Weight per Attachment Point 21.5 lbs Snow Load and Wind Pressure Calculation: (ASCE 7-05 Sections 6-7) Roof 3 Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor(Cs) 0.8 0.8 0.8 Roof Snow Load (Ps) 18.6 18.6 18.6 Net Design Wind Pressure uplift(Pnet30_up) -25.7 -44.8 -66.2 Net Design Wind Pressure downforce(Pnet30_down) 16.2 16.2 16.2 Adjustment Factor for Height and Exposure Category(A) 1.4 1.4 1.4 Net Design Wind Pressure uplift(Wup) -34.7 -60.5 -89.4 Net Design Wind Pressure downforce(Wdown) 21.9 21.9 21.9 ASD Load Combination: (ASCE 7-05 Section 2.4) Roof 3 Interior Edge Corner Dead Load (D) 2.2 2.2 2.2 Snow Load (S) 15.2 15.2 15.2 Load Combination 1=D+0.755+0.75Wdown 30 0 30.0 30.0 Load Combination 2=D+Wdown 24.1 24.1 24.1 Load Combination 3=D+S 17.5 17.5 17.5 Uplift Design Load =0.6D+Wup -33.4 -59.2 -88.0 Maximum Absolute Design Load (Pabs) 33.4 59.2 88.0 Spacing Calculation: (EcoX Product Manual) Roof 3 Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max spacing between attachments(in) 59 45 36 46 33 22 Max.spacing between attachments considering rafter spacing(in) 48 32 32 32 32 16 Max cantilever from attachments to perimeter of PV Array(in) 19.7 15.0 12.0 15.3 11.0 7.3 _ - ,..n" ,y„ .sr-=: :�r�5 eai _ +5" _ '_tet': +a:� =„s.-- _ 'z:2i's^dn:,; EcoX MOUNTING SYSTEM Front elevation detail Attachments Spacing • Cannliver Cantilever Attachments spacing 1. All installed roof surfaces have been (Edge) (Interior) (Interior) Detail A inspected and found to have a single I---i I t I - Solar Panel layer of shingles ., : ; 2. Max height of panel above roof Wind Zone Clamp on Clamp ��_ _ surface not to exceed 6" r" Attachment kit I Attachment kit �,-" 3 Attachments to the existing truss Interior .2'''' ,�� top chords or rafters must be wind zone ,' : Solar Panels Skirt —* staggered so as not to overload any A A -- , , _ • , Shingles Height of Panel existing structural member Coupling g above roof surface 4. Maximum values for attachments Edge Rafter - spacing are specified in following wind zone -• pages for each roof. - Rafters Corner �[ _ Li ' ' wind zone S-, —' 1-1—__-1 ( i Canohver Attachments Attachments spacing (Corner) spacing (Corner) (Edge) Components Clamp on Attachment kit_ Detail A { a � i QJq b 'P,-,'„,;,74I --- "a -e< i4,,." , �N •�.,a;'l' ;ii i ;^,u k.K,, Clamp "`Wt,,,,,4`4 ' , ,.,,,.. y,,. ,, 14,; z,.':E'l,.;:j;� :�ihi�`l, z ya:,,,i;.2r !':,=.7;5::/,',1,!:› .+'^-r�`�-[r'J �1 t... •:�i;.6 ,�0.+'tttie' •`:7�Y �.:V;� � `•'/ t5�fa�, i::i .• v.';1';, / `,l.p,v(•5:1 {.a[, ,'A g]y`,`y' r:: -„„,,;,%” ,,(mak"i a,,°'��a�`{'y-''',•C,.R. -e�.,•,- `""' !' CouplingAttachment kit ,,3 k �nys-1.'.,.•, `1:''" `: ii) Clamp ����,n `y N� i , ,,-„�,''�;=:,� �:�,�<. °`� • , s � �+{°�Ts mr a "ti?u.��,n'_a'd+, ;,�,.�.ti', '��' `�. �y: ”"44..3''.4•ko:', '[t Y.qy, '.e "/ FASTENER •=� B-LAG SS-.313x3 4" �u F., K) rt,_,n .. .,. stainless lag bolt* I x; "`�'a-'1 1 , � n ,.I H pv1k ,ATRI), a rr` of 4 S'.kr;; ,V-n;; '` ''",�^4.. \� , '"a S. 4$40'0,,, 1,7 4`t l. q V:'0;.' yi ,X:3 i� kill i;. FLASHING "�`�'�; ) *" t. \ a .[ t GF1-MLL-812 9e ul 4 i Mill finish Al `--. flashing,8"x12" Attachment kit Skirt Minimum 2" lag bolt embedment for 2"x4" rafter or wood truss member Minimum 3" lag bolt embedment for 2"x6" and larger rafters 4 }.-} .. - - _ ' ; ,:_t-' r -,'''';'.1---,-''''-';'-'"':5'-',5';',' - p .r z� .r4r,tr-_'`+;' °� _ ,.,s,4.1s, ",-;.':.2,.,-` :+;t i ,a'�;t >" tru*k �fi`..4 __ �itixr __4' - ,:'L.r ,i�' a: i. :�o'. -f� :�'s-;t""y t%' - '�=-�'-+r :�°�,.��a �5.�..i,',7.•.�.4*�,},e. 4-1. .F-j`v` ?*F ,��-''- --`::�:.=I_ �`Y`T-"'y��->-L'.. �iv=iY':' -.,t`�1.: .,.1 �I', _g�'"•L°'x-S_ ^�4'_ ~ T.,...._.. _ _ _ t-,1-...A:„.: •-"'-'• . � s.�i-yu"_ `•e`t'i•_- r�.�a� ,rj:;'':.,r'.", �r i' - - 't va ���'Y.. 2:r-1s� r,.i � _ ..7''�'-'a,�� 1 _.. _. .. -�.e�. > ,r ,.a f. R 236 W 30th Street,Suite 600, New York, NY 10001 844-G0-LEVEL Rafter/Truss Photos: •-r r^rt-OM1',„..:_f:.,.: 'L'- ri,-,z ,r. ---------,"_ T7.7,,a• :a .crt-,- ffi:`:�r-„ G:t _ to �- .,-a t-,4k�,7`=a''dart`;yY _ si,ss _ ,r'- ,=.ta- A --'„-`0x1'1',,V.,yam - 'h:i� - +�"yf ,, 3' N:A_4w� , ..--t..-g: '`".-_,A,S'i'..% tl_x"` -',xrf r`�3-� �i�4 =.'; ''.P'",qia ' ~ - Yr "t,r 9 -,,- t ="a te,. rr,-- „a�,.3*-: r= -v.,.�1, ,. � ,t - , . :,,,,,_., „ , ,„,.,,,,..,.,--A,ii;%''-, ..,'''''''r-'-gr,-f-';-.,.---,'''."'71:' '.='''',”. -,—.,',.'-' - -, 'i'-'3'."..--7',.7,1 To-; ,-.':,:';-.:4.1.-,:.,;-4,.,„. -`.. '' '1',.--I. ". g.! -: _SO1 ,'4.ri4s- . `V''"--4`4.•-• ,.. --,...-.--'1..'''' -. .0 __Y"u,.' o: _•s',1 sk'. -,� -f"-E ',> `�— - „ -V `i» -,7,'- n_s rely,,,-- µ-.-_mow%Y,4 M-=i {} . f' Si{ • _ r .. w e s P,1'W 4 rcC-, : r--Ft--,.',4'...t.y . . - x • g 'Y3 1 .at t ; s�..t 3' • i�--44<t`r '`4 `tri} #'� ! € .-- 4,.._ • , A'—.'5 , '.. * _ 3 '# $_-.,.:' ms^-_ ' x i . - ,k. .<<. y- r h .`Aj ms's �F..-. $ _• ., '4 l. {,gar,, 5,-�-- A rt n' ._ �x'!g•:.`-s r L'S ']�''-:':•w i'--4 r y-`2= £1;� .Y+� 4 - `"fifes'F.�'. -' ='`4 S ?tom 171 V,-- Via ..r 1;t,"` •.n -T- =.t o-»"`"`;. `-'1¢ ^'.-�Y""-ry;-�--m,. :�'�.: sgr k .'C„ T_'��'_'�yT' s' ..ems^..- „ . , Ir —�1 ` !e . y el 1, , is I- Utility Service 1, A 12Ut240 Vacice O„___„.--v--- ........../..........„� \ �/ — (Existing) (New) 1 i (New) — Revenue Grade Roof mo 1 \ Meter Roof mounted �+ - + Solar PV Modules — + o o 0 0 • i i i i i i : :-6 0 rap ,. K. . - (New) -- + \ I ���i `i fl 10String 2 l O Roof mounted 0 O O Solar PV Modules + —0j,+ (New) E NEW (EXIStIng) o{ El Ellr . __ __ ILL. o • A csc' J 1 ...._ ____ _ .___ __:1) , n - ,_,. . 0 • ... J �- 1 I G J Positive,Negative,EGC II PV Wire THHN/THWN-2 GEG (rated 90 deg C) 10 AWG Cu wire in 3/a"PVC conduit L1,L2,Neutral and EGC PV Wire in Free Air or WIRING THHN/THWN-2(rated 90 deg C) 8 AWG Cu wire LEGEND in%"PVC conduit Positive — —— Negative Ground Neutral 20 mods @ 300 W each = 6 kW DC Series A - Solar PV Module B - Power Optimizer C - Inverter D - Main Service Panel E - AC Disconnect Swi. Make LG Make:SolarEdge Make:SolarEdge Bus Bar:200 Aac Rating 240 Vac, 30 Aac Model*300N1C-B3 Model: P300 Model:SE5000A-US Main Circuit Breaker 200 Aac Max. Power 300 W Max. Input Power:300 W Max. Input Voltage:500 Vdc Inertie Circuit Breaker:DP 30 Aac Voc(STC) 39.8 Vdc MTTP Range:8 to 48 Vdc Max Output Power.5450 W LEVEL SOLAR Isc(STC):9.98 Adc Max. Input Voltage:48 Vdc Max.Continuous Output.21 Aac Vmp(STC)•32 Vdc Max. Input Corrent: 10 Adc Nominal Output AC Voltage:240 Vac 844-GO-LEVEL SERVICE@LEVELSOLAR COM Imp(STC):9 4 Adc Max Output Current:15 Adc GFDI: 1 3-LINE WIRING DIAGRAM Max.System Voltage:1000 W Max String Power:5250 W DC Disconnect: 1 Bruce Stewart String Length 8 to 17 Units *GEC not required ungrounded 870 Schoolhouse Road Cutchogue, NY, 11935 Atli,: LGInnovation Life's Good for a Better Life i .... ; I..Ilk =1111.'sisliwa."11'."..w 11.111MMENINNIIMMEM „.......w.Mnniiiiii 't .MOMINIIa&IMIMEI \. nianiEME , \ mg siilar award OMM IBM _ ,2013 .. .. - - .WINNER !--To'“"'�--�_ Mono) ' ® NeON LG300N1 Cw-63 L . Introducing MonoX®NeON module series,which uses highly efficient n-type materials,an elaborate process APPROVED PRODUCT 60 control adopting a semiconductor processing solution pVEC aus cit --',;�I and a double sided structure.Our R&D concentrates on i I �. Intertek developing a product that is not only efficient,but strives KM 564523 65 EN 61215 to increase practical value for customers Photovoltaic Modules II ii N-Type Material ........ Near Zero LID(Light Induced Degradation) MonoX®NeON uses n-type cells,boasting The n-type cells used in MonoX®NeON have higher mobility of electnc charge,resulting in almost no boron,which may cause the initial higher generation efficiency efficiency to drop,leading to less LID. 0000000 Nano Level Control Double-Sided Cell Structure 000000 III 00 0000 MonoX®NeON uses the Nano-level process '' The rear of the cell used in MonoX®NeON is control predominant in semiconductor designed to contribute to generation,the light processing process,which ensures less „ beam reflected from the rear of the module is electric loss from internal defects reabsorbed to generate a great amount of additional power gni w [tMi ..' " ‘ IN�RJ i ith [-_ _ (4) Light Weight Convenient installation ELTeet Current Sorting Linear Warranty Pesdrve Power Tolerance About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with solar energy business as its future growth engine Our solar energy source research program was launched in 1985, backed by LG Group's rich expenence in semi-conductors,LCD,chemistry and electronic materials industry We successfully released the first MonoX®series to the market in 2010 which exported to 32 countnes in 2 years In 2013,MonoX®NeON won"Intersolar Award';which proved its leading innovation in the industry MoO i�0ON L'`G300N1C;B3 , • Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell vendor LG MPP voltage(Vmpp) 32 0 Cell type Monocrystalline MPP current(Impp) 9 40 Cell dimensions 156 x 156 mm/6 x 6 In Open circuit voltage(Voc) 39 8 n of busbar 3 Short circuit current(Isc) 9 98 Dimensions(L x W x H) 1640 x 1000 x 35 mm Module efficiency(%) 18 3 64 57 x 39 37 x 1 38 in Operating temperature(°C) -40-+90 Static snow load 5400 Pa/113 psf Maximum system voltage(V) 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 ---- - ----- -- - -- - ----- ----------- ---- -- ---- Weight 16 8±0 5 kg/36 96±1 1 lb Power tolerance(%) 0-+3 Connector type MC4 connector IP 67 *STC(Standard Test Condition)Irradiance 1000 Wim,module temperature 25°C,AM 1 5 Junction box IP 67 with 3 bypass diodes *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Length of cables 2 x 1000 mm/2x 3937 in Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 300 W Maximum power(Pmpp) 220 Certifications and Warranty MPP voltage(Vmpp) 29 3 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7 50 ISO 9001,IEC 61701,IEC 62716 Open circuit voltage(Voc) 36 9 Module fire performance(UL1703) Type 2 Short circuit current(Isc) 8 05 Product warranty 10 years Efficiency reduction <2 (from 1000 W/m to 200 VV/m2)) Output warranty of Pmax Linear warranty* (measurement Tolerance±3%) •NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m=,ambient temperature 20°C,wind speed 1 m/s *1)1 st year 98%,2)After 2nd year 0 7°%p annual degradation,3)81 2%for 25 years Dimensions(mm/in) Temperature Coefficients 5 5.4 0(%view) 1000/3937 NOCT 45±2°C orale holes(4ea) 4 0.7 5(V new) Pmpp -041%/°C Dram holes(4ea) (Distance between moem,ngholes) 18/071 .: -- a Voc 0 29%/°C . 1` lancponhoa ] Isc 0 04%/°C *-043 Gmundmg h014-es(12ea) (-) (* 8-020(z weer) ' T Characteristic Curves M4°mmg holes(8ea) Q 10 1000W 1000/3937 E 8 / \ Cable length - 8 d 7 a G 5 4 11111111111111111\MIII.I. 'Z: 3 944/3]17 i 5 10 15 20 25 30 35 40 Voltage(V) ...I M 140 , 110111;IIIII"li 1 120 'r 111011.111111U1111111311 g 10 lsc 35/138 10/040 10/0 4D Voc 80 __ . .. ...... ..........____-......- _ _ .. 55/0.22 087031 �ll���y 4 0/0 1 6 Pic Ili t7 a 1 :98I v 60 A A \ � lef- 81 5/0 06 40 --'.- - - - ---- r Dead% Detml5 Detaf Z 28/110 22/087 Long side frame Short side Home 0 -40 -25 0 25 5D 75 90 Temperature(°c) •The distance between the center of the mounting/grounding holes ,. LG America Solar Business Team Product specifications are subject to change without notice g -e LG Electronics U SA Inc "LG Life's Good"is a registrated trademark of LG Corp Ell El Life's Good _ 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 All other trademarks are the property of their respective owners 'a II . DS-N-60-C-US-F-EN-31002 Innovation foraBetter Life .■�7_ 111 Contact Ig solar@a lge corn '"T 0 wwwlgsolarusa corn Copyright©2014 LG Electronics All rights reserved Li 06/17/2014 i Ci) solar - w F-- SolarEdge Single Phase Inverters CC For North America LLL SE3000A-US / SE3800A-US / SE5000A-US / SE6000A-US/ SE7600A-US / SE10000A-US / SE11400A-US Z �werte� Ft 225•x€ Z. ikit4' i" { 4aw t r1_ I a 4j The best choice for SolarEdge enabled systems ar Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance — Superior efficiency(98%) — Small,lightweight and easy to install on provided bracket — Built-in module-level monitoring — Internet connection through Ethernet or Wireless ° — Outdoor and indoor installation — Fixed voltage inverter,DC/AC conversion only — Pre-assembled Safety Switch for faster installation — Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us So I a r - • • Single Phase Inverters for North America • SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US OUTPUT , - ' Nominal AC Power Output 3000 3800 5000 6000 7600 9 @ 208V11400 VA 10000 00 V24 0V Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 5450 l240V 10950 V°240V AC Output Voltage Min-Nom.-Max 01 183-208-229 Vac AC Output Voltage Min-Nom-Max!tl ✓ if / ✓ i ✓ ✓ 211-240-264 Vac AC Frequency Min-Nom-Max.111 I 59.3-60-60.5(with HI country setting 57-60-60.5) Hz 111 Max.Continuous Output Current 12 5 1 16 I 21 240V 25 I 32 1 42 240V 47.5 A GFDI 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes INPUT ° I I III . Recommended Max DC Powerl�l 3750 I i 4750 I 6250 I 7500 9500 I 12400 I 14250 W _(STC) II Transformer-less,Ungrounded Yes Max.Input Voltage 500 Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc 16.5 @ 208V 33 @ 208V Max Input Currenttal 9.5 I 13 115.5 240V I 18 I 23 30.5 ii 240V 34.5 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 97.7 98 2 98.3 98.3 98 I 98 98 % CEC Weighted Efficiency 97.5 98 97.8 @ 208V 97 5 97 5 I 97 @ 208V 97.5 % 98 la 240V j 97.5 e 240V Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES ° - ' Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 Optionali4i Rapid Shutdown-NEC 2014 690 12 Functionality enabled when SolarEdge rapid shutdown kit is installedl5j I STANDARD COMPLIANCE • Safety UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS' i AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-2 strings/14-6 AWG AWG range Dimensions with Safety Switch 30.5 x 12.5 x 7/ 30.5 x 12 5 x 7.5/ 30 5 x 12.5 x 10.5/775 x 315 x 260 in/ (HxWxD) 775 x 315 x 172 775 x 315 x 191 mm Weight with Safety Switch 51.2/23.2 54.7/24 7 88.4/40.1 lb/kg Cooling Natural Convection Fans(user replaceable) Noise <25 <50 dBA Min-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available)) `F/°C Range Protection Rating NEMA 3R iii For other regional settings please contact SolarEdge support izi Limited to 125%for locations where the yearly average high temperature is above 777/25•C and to 135%for locations where it is below 777/25•C For detailed information,refer to littp//www solaredge us/files/pdfs/inverter dc oversizine etude pdf . MA higher current source maybe used,the inverter will limit its input current to the values stated X41 Revenue grade inverter P/N SExxxxA-US000NNR2 (5)Rapid shutdown kit P/N SE1000-RSD-S1 161-00 version P/N SExnxxA-US000NNU4 1 - , ° sun � .I I m fl SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE • are trademarks or registered trademarks of SolarEdge Technologies,Inc.All other trademarks mentioned herein , are trademarks of their respective owners.Date:"07 2014.V.01.Sub'ect to chant-w' ."'n. • -- w solar ®z w SolarEdge Power Optimizer 12 Module Add-On For North America F- 13 P300 - P300 / P400 / P405 ' 1 � M CC W Iro,:.:- O .?owerp„ ,* oat ,N T-- / Nf / / f PV power optimization at the module-level - Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Fast installation with a single bolt I — Next generation maintenance with module-level.monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.uS so l a r' � . ® •a �� SolarEdge Power Optimizer ... :-„5� , �" .r4,, Module Add-On for North America P300 / P400 / P405 P300 P400 P405 (for 60-cell modules) (for 72&96-cell modules) (for thin film modules) ; INPUT Rated Input DC Power4�1 l 300 400 405 W Absolute Maximum Input Voltage 48 80 125 Vdc (Voc at lowest temperature) .... ...... . . ... . ...... . . .. ... MPPT Operating Range 8-48 8-80 12.5-105 Vdc Maximum Short Circuit Current(Isc) 10 Adc Maximum DC Input Current 12 5 Adc Maximum Efficiency 99.5 Weighted Efficiency 98 8 Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 I 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage f 1000 Vdc Pxxx-2 series 141 x 212 x 40.5/5 55 x 8.34 x 1.59 mm/in Dimensions(W x L x H) 128x152x27.5/ 128x152x35/ 128x152x48/ mm/in Pxxx-5 series 5x5.97x1.08 5x5.97x1.37 5x597x1.89 . .. .... .... .... Weight(including cables) Pxxx-2 series 950/2.1 gr/lb Pxxx-5 series 770/1.7 I 930/2.05 I 930/2 05 gr/lb Input Connector MC4 Compatible Output Wire Type/Connector Double Insulated;Amphenol . . . .... Output Wire Length 095/30 I 1.2/3.9 m/ft Operating Temperature Range -40-+85/-40-+185 °C/°F. Protection Rating Pxxx-2 series IP65/NEMA4 Pxxx-5 series IP68/NEMA6P ........ . ... .... . . ... Relative Humidity 0-100 Ill Rated STC power of the module Module of up to+5%power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTER(2) Minimum String Length 8 10 18 (Power Optimizers) . .. ... . ...... ..... ... .. Maximum String Length 25 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations (2)It is not allowed to mix P405 with P300/P400/P600/P700 in one string ,A=R. - 1 \ <' Foix 41, ,E , t , sly . 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Lowo-S-hipprifi o_EMICIE----, vt ------- - - ------------ - - - - - - • Q-Eiiiinft-t-d1444titi-'-'-----T-4-.15-; 11 ---. _ --„. - ----------_-_-:,--_!---.;--_---,.. ---,7,,,,l- 1i . ----;--,.,„ ikttachmerit Kit St;urt , ,--- ,0 ‘,.., salesRecolibnumsolar corn US-720-249-1877 www.ecolthriumsolarc.m Ec 41-0 ftibriunn So Ear latinamencaRecolibriumsolarcom MX.+52 81 8421 4765 F The low part count and minimal tools _' required brings unparalleled simplicity and speed to mounting systems. EcoX, accompanied by a 15 year warranty,will C ' ''''!':: : accelerate your installations resulting in „E , more profits and fewer headaches. } „\„, a "CC pea fig' � Rotate to Lock: Lay-in Accessibility: Leveling Adjustability: With a quick twist,the Unique design allows modules to be The leveling post allows clamp assembly is locked placed from above into an already height adjustability before and into place,no tool needed. tightened clamp. No need to reach over after modules are in place. or walk on modules to tighten hardware. .1.:''''.:$--t-,„---' -' °a *-':7-t4"—,,Ci> - , -,—1 _ ' , c\-,,,, //' ,441p, / ..' u?”.,--C g,,p,*,,. - - ' s'N.„..Ns„,./2-';* ?::' 5,1{i~ }. L .x' 1.G'" f ` ,\� _ _ \ ....„,...:, ..„,4i.::% ,,, , , , . , , ke., -7, ' , 46 ,-,,\1---- North South �° Skirt Adjustability: Adjustability: Op,0053,alw,�ssories- The adjustable skirt accommodates M1icro l�nverte •rackets different module thicknesses and EcoX lower support Wire Mana emenf 41/"of " g # — = delivers a clean finished look. providesJu_ncfio BoilVlou;nts ° ' NS adjustability. `= '44,7711>44'tetcl sales(7ecolibnumsolarcom US 720-249-1877 www ecolibnumsolarcom EcoUbriumSolar latmamenca(aiecohbnumsolarcorn MX +52 81 84214765 UTAH OFFICES Sandy ,. tn Layton )/E! rIroR z= n G i n e >� s St. George Project Number U1521-576-151 August 6,2015 Level Solar 90 13th Ave Suite 8 Ronkonkoma,NY 11779 ATTENTION. Eric Negron REFERENCE Bruce Stewart Residence: 370 Schoolhouse Road, Cutchogue,NY 11935 Solar Panel Installation Dear Mr Negron Per your request,we have reviewed the attached calculations and photos relating to the installation of solar panels at the above-referenced site Based upon our review, it is our conclusion that the installation of solar panels on this existing roof per the attached documents and in accordance with Ecolibrium Solar's and Level Solar's installation requirements will not adversely affect the structure of this home We have found the calculations to be in accordance with the 2010 Building Code of New York State and ASCE 7-05 This conclusion is based upon the fact that the additional weight related to the solar panels is 3 5 psf or less In the area of the solar panels, other live loads will not be present Regarding snow loads, it is our conclusion that since the panels are slippery and dark, effective snow loads will likely be reduced in the areas of the panels In addition, it is our conclusion that any additional wind or seismic loadings related to the addition of these solar panels is negligible. The solar panels and attachments have been designed to withstand 125 mph design wind speed (3-second gust) Solar panels will be flush-mounted, parallel to and no more than 6" above the roof surface. Installation of the solar panels must be performed in accordance with Ecolibrium Solar's and Level Solar's installation requirements Attachments to existing roof joist or rafters must be staggered so as not to over load any existing structural member Particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges The use of solar panel support span tables provided by Ecolibrium Solar is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables Water proofing around the roof penetrations is the responsibility of others. Electrical engineering is beyond our scope All work performed must be in accordance with accepted industry-wide methods and applicable safety standards Vector Structural Engineering assumes no responsibility for improper installation of the solar panels Our conclusions are based upon our review of the photos which indicate that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads Roof framing type, size, and spacing are as indicated in the attached photos and drawings by Level Solar We hope this meets your needs If you have any further questions regarding this matter, please call this office at your convenience Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC ,��Or i E - r. yy ` ' -:-.A,-, �i NY Firm License#. 744r'Roger T Alworth,P E COA 009721 � Principal / ���-Q Cu EnclosuresO 2 A Ob,�i s0,1 �� RTA/ksa '?0.,, �,,: ssioN' 8/6/15 9138 S. State St., Suite 101 /Sandy, UT 84070/T (801) 990-1775/ F (801) 990-1776/www.vectorse.com