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Town of Southold 7/30/2015 P.O. Box 1179 1® © 53095 Main Rd of Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37681 Date: 7/30/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 490 Manor Hill Ln, Cutchogue SCTM #: 473889 Sec/Block/Lot: 108.-3-13.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2015 pursuant to which Building Permit No. 39563 dated 3/3/2015 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 as applied for. The certificate is issued to Thompson, Thomas & Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39563 7/16/2015 PLUMBERS CERTIFICATION DATED Authorized Signature ®l��® TOWN OF SOUTHOLD �y BUILDING DEPARTMENT esu TOWN CLERK'S OFFICE 0 0 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 #: 39563 Date: 3/3/2015 Permission is hereby granted to: Thompson, Thomas & Thompson, Elizabeth 490 Manor Hill Ln Mattituck. NY 11952 To: Installation of roof -mounted solar panels as applied for. At premises located at: 490 Manor Hill Ln, Cutch SCTM # 473889 Sec/Block/Lot # 108.-3-13.12 Pursuant to application dated 2/23/2015 and approved by the Building Inspector. To expire on Fees: 9/1/2016. SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 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 I Date. 34-5 New Construction: / Old or Location of Property: "I `I I o House No. ^ Owner or Owners of Property: _ q h Suffolk County Tax Map No 1000, Section Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Request for: Temporary Certificate Hamlet Block 3 Lot 3 , I a — Filed Map. _ Applicant:_ Underwriters Approval: Lot: Final Certificate: (check one) Fee Submitted: $ App ican Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger.richertp_town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thompson Address: 490 Manor Hill Lane City: Cutchogue St: New York Zip: 11935 Building Permit #- 39563 Section: 108 Block: 3 Lot: 13.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA: Level Solar/Ranaldo License No: 51858 -ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Roof Mounted Photovoltaic System,14.25 KW, To Include 57-YL250 Panels, 1- SE 11400 Inverter, A/C + D/C Disconnects Notes: Inspector Signature: Date: July 16, 2015 Electrical 81 Compliance Form.xls Vjf so INV �o�o �i-- � I � I q p I I z 19 F Jil T,,7, 0 765-1802 -,T U =Eq. REMARKS-. DATE NNSPECTOR'��Q [20TOR E n G i n E E R s ProjectNumber- U1521-323-152 July 27, 2015 Level Solar 90 13" Ave. Suite 8 Ronkonkoma, NY 11779 ATTENTION Eric Negron S,5(P3 �lnn �h JUL 3 0 2015 Lj cLDG DEPT TO�,VIN 0r >,O I; I HO!_D UTAH OFFICES Sandy Layton St. George REFERENCE- Thomas Thompson Residence: 490 Manor Hill Lane, Mattituck, NY 11952 Solar Panel Installation Dear Mr Negron. Per your request, we have reviewed photographs and a post -installation checklist for the above -referenced site Based upon our review, it is our conclusion that the installation of solar panels on this existing roof occurred in accordance with the building code and our original requirements as stated in a letter dated February 3, 2015 Rafter size and spacing has been verified to match the original design. Water damage was not encountered during work on and under the existing roof. No pre -installation splits, cuts, breaks, or visible sagging was encountered in the existing roof framing. After installation was complete, it was verified that all roof -penetrating fasteners actually penetrated into the roof framing and did not visibly split the framing members. No existing damage to any existing structure was discovered and no damage was caused to any existing structure during installation, according to the installer All roof penetrations were sealed and flashed as a means of waterproofing. Our conclusions are based upon our review of the photos and a checklist prepared by the installer This letter does not waive the installer of any responsibility for improper installation. As stated in a previous letter, our conclusion regarding the adequacy of the existing roof is based on the assumption 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. 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 Roger T. Alworth, P.E. Principal RTA/kbh on 0 rn Z lu �©o 0e2149e1 �OFFSSIOltAP� 7/27/2015 9138 S. State St., Suite 101 / Sandy, UT 84070 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com FIELD XN$PgC.. RE ORT DATA COIVIlYDL�NTS FOUNDATIOII 1S v FOUNDAT. XON (ZND) 20o ROUGH FR4N=Q & y PLUMBING d IMULATXON PE1t N. Y. STATE ENEPGY cbDz MAL 2)Ol 3 I, Rs . CTS =r TOWN OF SOUTHOLffiD BUILDING l: EPARTMIENTT TOWN HALL SOUTHOLD, NY 11971 TEL- (631) 765-15311:2 FAX- (633) 7155-95,92 Satit aoldTawn.tNarthFnrlk.ne't Ex:lttrm5neld 29F ApProvold .20 DLsappmuvrl BUILDING PERMIT APPLR-'ATI0NT CHECKLIST Do you hmve or need the Follovtinsr, bufom applying? i ECCIJI�JI� Buileiin �I SEB 2 3 2015 e, p Al<Jlflt�ilEdDl� INSTRUCTIONS Board onicdtlh 9 setsafBaiklufg Plans Pdmming Baud approval Sumtiey. Check &Pia Fenn Trwdees C-0.A.j sea—iafa saigeBe,� �m:lra¢aC: Sh=-lV'aterAsecsfauvtForm Canimrt: Mail tar Phone: Datin , 20 RN. DEPT. �,.H7ti j lrlicaf7o)3?� IUSAVbc cut 9ct filled in. by 1: �W wtirer or iu ink amid �uliuilted to the Build"ung Impoeter with 4 s s �tf�t acit a�ami ice sale. rec 2mmulmtg OF schedule. b. Flat Plan. sltutyigg loeatiou of lo't and aTbuildings on prensi telaftidlmship to adjoining peenvses or public, su a is ed afcjs, and %watL'mny"S.. c.'I7tc wrnek-tawewd by this app8ication army not be commenced before issuaitc e, o6Building Pefnrit. d. Upon alltsma l o f this alV31caltian, the Ruildimg ImItectar %636 "a a Building Pia mit to the a"lim-ft. Sieh a pennnit shall he kept an the premiscs available time inspeetiuta throughout the twolk. e. No baildii�g strfll be eccupicd oe u.wd in whole or ill l eft for any purpose wham so ever until else Building ffnipcf:tarr isgaes a CettiS atearoccullan cy. f. &,cry building pefm3t shall expitu if ilia uEark authatiza has flat commenced 3wi titin 12 niant lss after elle d ate of issunince or 1t3.; not been eacriplated %Vidtlitt 18 1110tltl}a frotll SUCll &- tc. U110 Mtling a=-11(1110110 air adthelf bk dlat76ns affecting the] lane petty have Loren enacted, in the interim, the Buildiaig laspector inlay authorize, in writ4Lg, the a xtension. of tlxl lfertstit for aft adiititon siJx months. Thereafter, a new remit shall be rem;uired. APPLECATION IS HEREBY MADE to the Building Departnlem for abe issuanec. of a Building Permit puuwwnt to the Building Zone Of ice arf the Town a f Eoutltold, Suffolk County, New Yo&, and other applicable Laws, Onlinancts or Regulatiom, for the cryonstmetion oflntihdings, additions, or alrerations or for icanoW or demolition as liefein desefitsed. nw, alslllicaat absres to comply Vith all applicable laws, aardinances, building code, housing code, and regulations, ations, iand to adhtlit / otmtthorized its>l�:ccors on Il�ntisc�s and ifs huddling fate ncecs�ty iti,Pcctf� �� � �.-� D�D V d � f fl t/ d �p/ �[ d State whcolicr applicant as-ownca, lessee, agCnt; arehitcat, engineer, grate rnl ecamtractor, c.tcctrid inn, pltranttaer, nr buaddcr Mame ofowttcrofprLscs t 14®—A3' E EL I -LA-&C—C/j Pia �'17S-&o- 1 (As an the tax roll or lastest doed) if]alis t °s. a c Ci tureof darty atathoriZed officer (Nan= and title aft' rate; officer) 13-nilders Liccee_-c tido. ����y Plumbers Licc \a_ Eilectricians License \o_ T-) 4`5 - Other Trnd&s License; No. --- Locatidln of land don %-hick prdopvsed %%ork %viLbe done: Haase Number Street. Hamlet County Tax Harp No. I0a0 Section ) ow Block. � Lot 1 3 I B R Subdivision Filed Map No. Jort 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 occupanry. 3. Nature orwork- (check which applicable): NLnv Building Addition Alteration j Repair Removal Demolition Other Wo 4Z= (bescri flari) 4. Estimated Cost FCC (To be paid on filing ahis application) S. If dwelling, number of dwelling units Number of divetling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, Lg)ccifv nature and extent of cacbtype of use 7. Dimensions of existing structures, if any: Front —Rear —Depth Height Number of Stories Dirnan-slons of same structure %vith alterations or additions., Front Rear Depth Height N urnber of Storles S. Dimensions Gf'emire new construction: Front Rear fAepih Haight Number of Stories 9- Size of lot: Front Rear Depth — I d. Date at Purchase Name of Fanner Chvwr I 11. Zone or use district in ivitich premises are situated CAHILL 1-i M�2z6-&j 12. Does proposed construction violate anyzoning Law, ordinance or regulation? YES, NO I - - — 13. Will lot be rc-jqra&d1? YES NO Will excess MI. be removed from premises? -ner of 1�11 J1102a, h" 1 14- Names ol'Ow premises –w C blame. of Architect Address Ph Name of Contractor AddraM TP7 n�jt7�h, I a. Is this propeny ivitbin IOU feet of a tidal wetland or a freshiv;itir wellandli *YES IF YES, SOUTHOLD TOWN TRUSTEES & D.E-C. PERMITS IMAY BE REQUIRED. b. Is this property I'Vithin 3GO f=t of ia tidal wctf and? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. No N. ts'; 0 I ft. Provide survey, to, scale, with accurate foundation plan and distances to property lines. 17. If ctevation at any , point an property is at 10 feet or below, must provide topographical data on sunny. I S. Arc, there any covenants and restrictions with Tespoict to this pmperW.? 4 YES_ NO - IF YES, PROVIDE A COPY - STATE OF NEW YORK) OUNTYOF depses and says dial (.q)he ii, tine alVlicant- (S�)Ile is Elie of said owner or owners, -and is duly anihotized to perf6fra or have pe rfunned the said work and to rake and file this applic-atiou, chat all Mak-ItIeRIS COU11iflOd in [10S.911plicstion are ti'm to The best of his knowledge and Wfief, and tint The work, will be pcifunued in the ounnerset forth in the application tined fficrewihh. Skvll te lite Ellis11 – da}' of 'b 20'�b rt NV- .A i!"tL 6UHtUSTE1!3 SiwiaturdofApplic ant O TAR.( PUBLI S COMMISSIONX L., ' RRE ULY6 LW &&I C- J�'E' f- A 01FLIMMATER .0-cott A. Russell ST SUPBRM-66R MANAGEMENT SM95 2*,Ida RwASOVMOLM NOV YOU 1101 Town of Southold CHAPTER 236- - ST—OR-NDVATER MANAGENJENT WORKSHEET I TO BE COMPLETEDBY THE APPLICANT) S -WrS'L MAY20,14 NICP: DOES THIS PROECT INVOLVE XNY OF THE FOLLMIVIING6, Wimm AM 'rJEAT AIVLV A. Ctearing, rubbing main or stripping of lanc.-I which affects more than 5.000 square Fbet of gpound surface.. B. Excavation or filling involving more than— 200 cubic yards oafmaterial within any parcel or any cont -guo,us area. Q[21 C. Site preparatlon, on slo,pes which: exceed W feet vertical rise to 1.00 feet of hor-17-ontal distance. ation within 100fee tof wetlands, bo ch, btuff or coastal []o D-SIteare epar, erosion hazard area. El. Site preparabon within the one -hundred -year flea Iron as depicted on.FI R.Irl Map of any %vatercourse. CM F. insuallatimi of ne%vor xesurfacal imperviou, s surfaces of .1,000sqgore feet or more, unless prior approval -of a Stoi-mi-ATa.ter,N�la.,nilgement Control Plan was :r by the Tomm,and the prqpoml includes ire. -kind replacement ofImporvJous, -surfaces. Ifyou ammytr W- NO, do all of tbe qyeglans a:Ww., STOP! Cmpl Ov. 'the Appiklapt 5ollan WOW IVIOU low N2mm Slgmtame, Crtuk fAmmiam, vate,st Counky Tax 51ap Xmber! Chapter M dots -int appIV ta, your prMoDEMA. Ir you mnmed YES to amr, ar mmire. of On, above, pEcAst submIt, 'Tito cep5m at a 59ormis-ateir 6Ia0agttBL!DIL Colftml fin and a campleud, Check Ustfem, to Ute WIdIng DeIArImmtTvIdAF3-0Ur BUNIng NW-14-AWN"Un. NAN: S,C—Tj\11- 1: G 0 0 I JQ9 3 13,1, &,deird Ult& Pate, -'Olt SE NU - - -- - - - - - - - - - - - - - - - PmotTiv. WD IMOM) W, Dqltz a/� - - - - - - - - - 4 -aw 111an X -Stpri, -aler Njarqgvep, ent Co irol �N(A Retrifird. S -WrS'L MAY20,14 NICP: Apr 29 2015 12:01 PM Level Solar 6312852559 Town Ha11 Annex 54375 Main goad P.O. Boat 1179 Southold, NY 1197I-0959 REQUESTED BY: Jamie Schuster Company Name: Level Solar page 1 i A, 1 1 DI I,; 41q"'V' Shawn Ranaido --��-� License No.: 51858 -ME Address.- 90 13th Avenue, Unit 8 Ronkon oma, Phone No.: 631-285-2557 A -t JOBSITE FNFORMATIOIV: (*Indicates required fnformation) kAmme: 'Address: 'Cross Street: 'Phone No.: 'emit No.: ax -Map District: Thomas Thompson 490 Manor Hill Lane, Mattituck 734-7353 --a� 1000 P U6 BRIER DESCRIPTION OF WORK (Please Print clearly) Solar panels 'lease Circle Ali That Apply? s job ready for Inspection: ►o,you neer! a Temp Ce.Mcate: YES / N® YES P Na UP Infarmatlon (If• needed} ervice Size: 1 Phase 3Phase 100 150 200 ew Service: Re-wnnectlend ro und Block: 3 Telephone (631) 765-11802 iv�1�r �L� .6 Date: 4129/15 Rough In 300 350 400 Number cf uetat�- Cha a of S ditioMl Information: S24RegUest for Inspeckn Form ervice f'AI�IVIENT ®UE WITH APPLICP►TION C Building and Solar Permit Application Pack Customeffhomas Thompson 490 Manor Hill Lane Mattituck, NV 11952 (631) 734-5373 Contractor: Level Solar 90 13th Avenue, Ste. 8 Ronkonkoma, NY 11779 631-255-2555 Item # Document # Copies 1 Building Permit Application 1 2 Certificate of Occupancy 1 3 1 st Page of Storm Water Application 1 4 Electrical Inspection Form 1 5 Land Survey 1® 6 Insurance Pack 1 CONSENT TO INSPECTION -TNmm lomb f) the undersigned, do(es) hereby state: Owner(s) Name(s) That the undersig Southold, located at which is nd desil Section , Block 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 the laws, ordinances, rules or regulations of the Town of Southold. Dated: 0 ily /P/11�� (Signature) 01k)Sm (Print Name) (Signature) (Print Name) SAR®L 90 13t" Avenue, Unit 8, Ronkonkoma, NY 11779 permits@levelsolar.com February 11, 2015 Town of Southold Building Department 54375 Rte 25 Southold, NY 11971 RE: Thomas Thompson 490 Manor Hill Lane, Mattituck To whom it may concern: 631-285-2557 FEB 232015 FSB 2 3 2015 BLDG. DEPT TOIgI'l OF SOI ITH0LD Enclosed please find a solar permit application, along with check #1368 in the amount of $200.00 Please mail the permit to our office at 90 13th Avenue, Unit 8 Ronkonkoma, NY 11779. Please call 631-285-2557 or email me at Jamie.schuster@levelsolar.com if you have any questions or problems. Thank you, 9I4 Jamie Schu er Permitting Specialist Level Solar Bunch, Connie From: Bunch, Connie Sent: Wednesday, April 29, 2015 1:29 PM To: 'Jamie.schuster@levelsolar.com' Subject: Solar Panels for 490 Manor Hill Lane, Mattituck Before we can issue the Certificate of Occupancy for the above property on the solar panels we need the architect or engineer to certify that they have been installed per New York State Building Code. Our Electrical Inspector will be going out shortly and will issue the Electrical Certificate. If you have any questions, let me know. Thank you, Connie Bunch Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 July 29, 2015 Level Solar 9013 th Ave Unit 8 Ronkonkoma, NY 11779 MINIMUM- V-91&101.141q-k4llm Lei I"M Re: Thompson, 490 Manor Hill Lane, Mattituck TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the pane ere installed to the roof per NYS Building Code �� 4b//-r— Electrical Application for Certificate of Occupancy. (Enclosed) 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 — 39563 — Solar Panels TOWN OF SOUTHOLD PROPERTY RECORD CARD .OWNERt � �����- 1 nnnF S�tE�ci .. � STREET VILLAGE :' DIST. SUB. LOT FORMER OWNER C� � , (I NIS K� ��� N , :1;1 E I ACR. 0. (J. -,-Ie f Sheehan -Moo `�. CL,14J' +%•) d S W r 1 TYPE OF BUILDING n rridt J�3 iri. _r.?_5 / RES. �' !'.( SEAS. VL. !FARM COMM. CB. MICS. Mkt. Value ' LAND IMP. TOTAL DATE REMARKS 9/2,02 / Q�tes� 41 v D 1, Sd0 x.59/ Pra, W, A.DYl- J r?• /d h . 1�i1''!' 31'-?Uj %'.5�d1!" ;a 5'1 -_V V t /! ,✓ ?75 q3�/• /�='l/ �-1 } {tom I:-��','-r::ys-'d:,yi; { `e1s /� /^ r+ .yam �+ (.7 1/ !c fsJ'L.� v� J di : `- sd, �J %/,:.(ui' ':Q�:� /'v�l1'� VIP. P�® /?. V l'�.!t %'� F�'V f- " �..,wi - , r v �} /.y V, 06 fl dTl?. 7� G Z b , a. M FaG w. R DAL SIz , ie .► , and Lu /1fF /, ASF moo �-. �Go® �//i O�I� 3/a3/77 73!br2/7 r�i���sex 64 r �_-4,o cv® �v 3'2 c�a � �/i47 7/�m 177 S d',�� o �/, 3/ rbc 7'� f� S'cNw�a 2z lnlF :�� �,� 10 �Nc/ S/, L 9�� y` P �3 "2 1 C— S! a- J�12e GYl �a�1ca '�o &�id•l I �" G1r1i?� L foo ,200 oei o -3 ��/o of �� � 1��2�ii �� Ltl (Ic a'eR'D0 �/ ��./ t;va vi lkR 15n O 1^1VPYWI��S int u/l.50 vC, vv 1(.1 os >r - 3/L1 - AU'( ,ll.lo eL 6 1�3.c, 4'l .t � w�hb)"W , Y) 6:t rL()A./ti,4h 61 rilldble r FRONTAGE ON WATER G �COo(� J a� D� �la 36E-® , ()�Iri -l-i►v�dXC Woodland FRONTAGE ON ROAD Qs�� (n _MGVjjjk g iAeadoWkMd DEPTH Z os ` �3),2� ors b _. cause Plot" `, ;tom �- BULKHEAD ,3a3 a aZ I (aces 9P as -S'_ ,i ostg_jj q' 'ota I - �'� fir exp sfi��. normi- 6C QM _ v TOWN R OFSOUTH,04 OWNER STREET V4 -,J? VILLAGE SU&. �",LOT ;k�-Vfn Cakikl 4- M jn, rem,;, ev g7 FORMER OWNER N A0 E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS., Mkf., Value LAND IMP. TOTAL DATE REMARKS 900 %-re V/ °o' -ell ria' Z /J-/ 76 B L,0 ff tb A r -w --a 6 4i 2.1-3177 1.2177- R,-/�Q- DWI 79 0 C70 -612ell,'73(2d �s 4,� 31polGt-e-c,- h 'Y e,)Lj F7- 8FQ400,�? COY) 1-i'a NO Q L f Tillable FRef+T-A-6E-0N—WA+ER at -iz 0 Rz-- Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Toto I )R. TRIM. MEE moll so MEE MEMO ONE 0 108.-3-13.12 3/06 L no MENIIIIIIIIIIIIIIIIII■IN IN M■MEIN m MEN 108-3-13.12 2/04 No MEE MEE 6- a 0 OMNI 0 MINEMOME IN IN immmom mumm EMENEENEEMEM .■■.■■■■.m NOMINEE Ex/feQf�n MEN MEE■OMNI MMMMMMMM1MMMM III■ M1111111 slon lnteric� : r i ih— TO 7e 40 A ei Patio, Reqr6' 6 'I Ro'm .9 -,2nd Floor, Room Dormer &Z vu -4 rzr Vew a TO 7e 40 Z m , _Al _ W STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE (5F INSURANCE COVERAGE UNDER THE ISYS DISABILITY BENEFITS LAW DART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia. Legal Naine and Address of Insured (Use street address only Ib. Busitless Telephone Ntunber of Insured LEVEL SOLAR INC (631) 285-2555 236 WEST 30TH STREET SUITE 600 lc. NYS Unemployment Insurance Employer Registm tion NEW YORK, IVY 10001 NtunberofInsured I d.federal Employer Identification Ntunber of Inmi ed or Social Security Ninuber 464-06-0893 2. Naine .uid Address of the Entity Requesting Proof of 3a. Nailie of-hisurance Carrier Coverage (Entity Being L'ested as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold 54375 Rte 25 3b. Policy Ntuuber of cutin' listed;u bole "la": SOUTHOLD, NY 11971 DBL 6430 71 - 5 3c. Policy effective period: 12/18/2014 12/18/2015 to 4. Policy covers,- overs:a. a.. All of the employee$ employees eligible tinder the New York- Disability Benefits Law b. ® Only the following class or classes .od the employees eiay loyees: Unckr penalty -of pt Ury.' I certify that 1 ani all authorized representativ'e or licensed agent of the imsttr atice emiei= referenced above and.that the named ired has NO'S Disability Benefits instimnce'coveras ds.described above. Daze Sighed 02/6/2015 B'J oseph J : • Masi ir (51grat ure of irsura roe carrier" a uttn riaaed repiess stat iue of WS Lite rsed i (sura rte AgirK of that irdura roe catrier) Telephone Number (866) 697-4332 Title Director of,Disability i� nefift Insurance I\IPORTaNTT: Ifbar -4a" is checked. and this forni is sittued by the itisurattce caniies authorized representatitc oz\'Y S Licensed Instuaux:c A$ent of Thai carrier. this ceilificate is COMPLETE. N'Iail it directly to the certificate bolder. If box -4tr is Checked, this cettificaie is NOT COMPLETE for ptnposes of5ection 220. Subd. S of tine Disability-Hantfits Law. It must be mailed for couiplt6on to the worWW Compensation Board- DB Plans Accipiaute Unit. 20 Park Street. Alb ni- IN'au• York' 1120 F_ PART Z. To be completed byNYS Workers' Compensation Roars! (Only if box"14bt'-of Part 1, has been checked) State Of NeW York Workers' Compensation Board According to infortttation maintained by t11e NYS hookers' ComInusaaliou Board. tine above-iiauied employer has coutplied ,.,Mh the Al=S Disability Benefits Late' with respect to all of hisrber employees. Date Signed By, (Signature of NT1 S wort;ers• colnpcatsation Board Etiiplo}cc) Telephone Number Title: Please Note: Only insurance carriers licensed to write NYS disability benefits i nsurnnee policies and NYS licensed insurance agents of those insulztnce carriers are authorized to issue Foran DB -120.1. Insurance brokers are NOT authorized to issue this fonn. DB -120.1'(5.06) Certificate Number 307126 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 A A A A A A 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 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE M 2317 408-9 601842 12/11/2014 TO 12/11/2015 2/6/2015 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 J, . DIRECTOR, INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER. 38762232 U-26.3 SUFFOLK COUNTY DEPT OF LABC LICENSING 8 CONSUMER AFFAIR t„T HOMEIMPROVEMENT t j CONTRAC 1 OF2 RICHARD fCEtSER This certifies that the bearer is duly LEVEL SOLAR iNd licensed by the COUntyofSuifoik#•ba»a ��, 51859-N Ofi11912013 D ;•. kw® TxwDA]fi 06/0112015 ' ouprmuK dOuwTvDEPT wpLABOR, � � Al � ` ..This cgrtifies that the m ,bWer is duly licensed by'th'e County of Suffolk Town of Southdd Construction Permit APPROVED AS NOTED DATE 3 1 S B.P.;t� Customer: T Thomas Thompson 0 BY. FEE:® 490 Manor E I{ll Lane MOTIF BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE Mattitucl<, IOIV 11952 FOLLOWING j. FOUNDATION- INSPECTIONS: TNOREQUIRED (631) 734®5373 FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - CONSTRUCTION MUST Tax I®m 1108-3-13.12 BE COMPLETE FCR CO. Al I rnNqTRUQTIONi1 SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Contractor: Level Solar DESIGN OR CONSTRUCTION ERRORS. 00 13th Avenue, Ste. 8 LETT=AL Item # Document 1 Structural Engineer Letter 2 Three Line Electrical Diagram 3 /array Design 4 Mounting Diagram 5 Equipment Data Sheets C : a ; A ILL CJDES OF NEW YORK STS:; `v=& TOWN CODES AS REQUIRED ANIDI Plot I'DiTtotis—OF- S0UN0r-9TU1fi—N—P—LA—N—N1—NG—BWD SO GN ! D W T. T EES RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. Project Number: U1521-323-151 February 3, 2015 Level Solar 90 13" Ave. Suite 8 Ronkonkoma, NY 11779 ATTENTION: Eric Negron UTAH OFFICES Sandy Layton St. George REFERENCE. Thomas Thompson Residence: 490 Manor Hill Lame, Mattituck, NY 11952 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 Zep 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 less than three pounds per square foot. 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 Zep 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 Zep 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 your have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING, LLC Roger T. Alworth, RE Principal Enclosures RTA/kbh OFNC� �_,Zp ,n � m 4, 0 2149- � R°FFss101A 2/3/2015 9138 S. State St., Suite 101 / Sandy, UT 84070 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com PROPERTY LINE 91P0 / \ 92 F /DRIVEWAY / \ / \ / / STRUCTURAL ONLY ,E OF NE yy \ n 0 1o0 200 \ r„ Scale: 1"=100° SYSTEM INFORMATION Distribuited Wei ht/Loadin (see additional details in engineering calculations) ,Slope # of mods weight g g 9 points Total # of mods 57 Roof 1 21° 18 2.9 psf 29.4 Ibs Module type Yingli Energy YL250-29b Roof 3 27' 10 2.9 psf 26.9 lbs Module size 250 Watt Roof 4 21' 9 3.0 psf 20.5 lbs Module weight 45.2 lbs Roof 5 21' 20 2.9 psf 26.9 lbs Module area 17.58 sq ft Cn 0s2749 -A ate\ SSI ota2/3/2015 LEVEL SOLAR 844 -GO -LEVEL SERV ICE@ LEV E LS OLAR.0 O M SITE PLAN Thomas Thompson 490 Manor Hill Lane Mattituck, NY 11952 I Roof | STRUCTURAL ONLY Cb rn Uj SSIvA 2/3/2015 N 0 12 24 SYSTEM INFORMATION (see additional details in engineering calculations) Total # of mods 57 Module type Yingli Energy YI-250-29b Module size 250 Watt Module weight 45.2 lbs Module area 17.58 sq ft ELECTRICAL METER AND ESTIMATED INVERTER LOCATION | Roof | Slope of mods Distribuited weight Weight/Loading points LEVEL SOLAR 844 -GO -LEVEL SERVICE@LEVELSOLAR.COM Roof 1 Roof 3 Roof 4 Roof 5 21* 27' 21, 21* 18 10 9 20 2.9 psf 2.9 psf 3.0 psf 2.9 psf 29.4 lbs 26.9 lbs 20.5 lbs 26.9 lbs SITE PLAN Thomas Thompson 490 Manor Hill Lane Mattituck, NY 11952 RIDGE ON TOP p EAVE ON BOTTOM b F- 12" [1'-0'j Landscape Portrait THIS ROOF SURFACE HAS BEEN INSPECTED AND FOUND TO HAVE A SINGLE LAYER OF SHINGLES. MAX HEIGHT OF PANEL ABOVE ROOF SURFACE NOT TO EXCEED 6" ROOF 1 2x6 Rafter Members @ 16" OC 18 Mods - 21° pitch # Over Up Over Up LEVEL SOLAR 844 -GO -LEVEL SERVICE@LEVELSOLAR.COM 1 65.0" 39.5" 39.0" 65.5" 2 130.5" 79.0" 78.5" 131.0" Interior Edge Corner Wind Zone INSTALL PLAN 3 196.0" 118.5" 118.0" 196.5" LANDSCAPE Max Spacing 64" 32" 16" 21" 4 261.5" 158.0" 157.5" 262.0" Max Cantiliver 22.8" 14.5" 8.8" Thomas Thompson 5 327.0" 197.5" 197.0" 327.5" PORTRAIT Max Spacing p g " 48 n/a n/a 2511 490 Manor Hill Lane 6 392.5" 1 237.0" 1 236.5" 393.0" Max Cantiliver 17,0" n/a n/a Mattituck, NY 11952 RIDGE ON TOP ? EAVE ON BOTTOM y ROOF RUN 168" [14'-0"] 68" [5"-8"] -21 " [1'79"] 377° [3l'-5"] �z' w 1 �a 1r :c. ;k�; s`t; ";t;�, �e. a r` i t• f .� �', f,:��'.'i � °�=� � � � J� 4si,:+��` � s -T+ r� STRUCTURj ,Lj®N -- —— ,�� QEF NFA 22" [1'-10"] Landscape Portrait THIS ROOF SURFACE HAS BEEN INSPECTED AND FOUND TO HAVE A SINGLE LAYER SHINGLES. MAX HEIGHT OFOPANEL ABOVE ROOF SURFACE NOT TO EXCEED 6" ROOF 3 Interior # Over Up Over Up 1 65.0" 39.5" 39.0" 65.5" 2 130.5" 79.0" 78.5" 131.0" 3 196.0" 118.5" 118.0" 196.5" LANDSCAPE Max Spacing 64- 4 261.5" 158.0" 157.5" 262.0" Max Cantiliver 22.8" 5 327.0" 197.5" 197.0" 327.5" PORTRAIT Max Spacing 48" 6 392.5" 237.0" 236.5" 393.0" Max Cantiliver 17.0" 2x6 Rafter Members @ 16" OC 10 Mods - 27° pitch Edge Corner Wind Zone 3211 16" 14.51` 8.8" 1911 n/a n/a n/a n/a 24" 3r r_, <o 052749-�� SOP SSI o�2/3/2015 LEVEL SOLA 844 -GO -LEVEL SERVICE @ L E V E LS O LA R. C O M INSTALL PLAN Thomas Thompson 490 Manor Hill Lane Mattituck, NY 11952 RIDGE ON TOP t EAVE ON BOTTOM 1 RO( STRUCTURAL ONLY �E OF NEw ��,� T. sr Q0 m y - �D Z 010 �s2 T 49.1 �OF�SSIag 2/3/2015 47n rii nm Landscape Portrait THIS ROOF SURFACE HAS BEEN INSPECTED AND FOUND TO HAVE A SINGLE LAYER OF SHINGLES. MAX HEIGHT OF PANEL ABOVE ROOF SURFACE NOT TO EXCEED 6" ROOF 4 2x6 Rafter Members @ 16" OC 9 Mods - 21° pitch # Over Up OvertJp 1 65.0" 39.5" 39.0" 65.5" 2 130.5" 79.0" 78.5" 131.0" Interior Edge Corner Wind Zone 3 196.0" 118.5" 118.0" 196.5" LANDSCAPE- Max•Spacing 64" 32" 16" 2111 4 261.5" 158.0" 157.5" 262.0" Max Cantiliver- 22.8" 14.5" 8.8" 5 327.0" 6 392.5" 197.5" 237.0" 197.0" 236.5" 327.5" 393.0" Max Spacing PORTRAIT Max Cantiliver 48" 17.0" n/a n/a n/a n/a 25 LEVEL SOLAR 844 -00 -LEVEL S E RVIC E@LEVELSOLAR.COM INSTALL PLAN Thomas Thompson 490 Manor Hill Lane Mattituck, NY 11952 RIDGETOP t STRUCTURAL ONLY OF � ,E EAVE ONN BOTTOM 1 T �q y 29" [2'-5"] c7 �. 385" [32'-1'1 00R 06'2749 OFFSSIO14Py I � 'ti.jy �'",-i t�.��'.�'�'�+,'; it.•,�'. '.—:' �r, r.;i:`=--„ti:!t9ti-ai;-;-at:y :',s:: '' m.;�,?�._ .....rc"rn... ;r,,"-,+„..., _..ya, � ��I _ j, Lry S� �., rhe ,'y ^"';r;'•,.'� r� i 1 '� s _� �, J - ,'rs Lw '—t ROOF RUN i� 1 ' L'h 165.. I r J v [13'r Y � ♦*� ,ata"'�,�, t j � „ pf " {' j>�•• �� f<i.r_ �—_ �_ _ _ � - _ - _�_ - _ - �_ __ _ _ - � iia -” j" ' y µ 7 i,: 1 2 3 4 5 no 7" [7] 1 f 29" [2'-5"] Landscape Portrait THIS ROOF SURFACE HAS BEEN AND FOUND TO HAVE SINGLE LAYER OF SHINGLES. MAX HEIGHT OF PANEL ABOVE ROOF SURFACE NOT TO EXCEED Over Up Over UpINSPECTED 65.0" 39.5" 39.0" 65.5" 130.5" 79.0" 78.5" 131.0" 196.0" 118.5" 118.0" 196.5" LANDSCAPE PORTRAIT Max Spacing 261.5" 158.0" 157.5" 262.0" 327.0" 197.5" 197.0" 327.5' Max Cantiliver Max Spacing 392.5" 237.0" 236.5" 393.0" Max Cantiliver ROOFS 2x6 Rafter Members @ 16" OC 20 Mods - 21'pitch Interior Edge Corner Wind Zone 64" 32" 16" 11 21 25" 22.8" 14.5" g_g" 48" n/a n/a 17.0" n/a n/a a w w, 2/3/2015 844 -GO -LEVEL SERV ICE@LEV ELSOLAR.COM INSTALL PLAN Thomas Thompson 490 Manor Hill Lane Mattituck, NY 11952 - x t-• t t. - "ti fr - 236 W 30th Street, Suite 600, New York, NY 10001 Customer Information: Customer Number 76261 Name Thomas Thompson Address 490 Manor Hill Lane City, State, Zip Mattituck, NY 11952 Design Information: Number of Faces Used Exposure Category Wind Speed (mph) Ground Snow Load (Pg) Importance Factor (1) Topographic Factor (Kzt) Thermal Factor for Snow Load (Ct) Exposure Factor for Snow Load (Ce) Effective Wind Area Solar Array Details: Number of Modules Module Type Modules Size Array Size Module Weight Module Area Optimizer, Mount & Others Details: Optimizer Type Optimizer Weight Roof Type Mount Type Attachment Type Attachment Weight (Leveling Foot and Comp Mount) 4 C 125 30 psf 1.0 1.0 1.2 0.9 10 57 Yingli Energy YL250-29b 250 W 14.250 kW 45.2 lbs 17.58 ft. sq P300 2.1 lbs Composition Shingle Zep Solar ZS Comp Comp Mount, Type C 1.98 lbs 844 -GO -LEVEL - J„a -� N {j,=r •A`t.� ,r ..? > > `"�`��n 1 •+.oi. 7�'u='i'liw'_:;�+�ri,:cytt '.�,::� :.,-�,,- tiJ � Y} t ,= r 444 Surface Information: 236 W 30th Street, Suite 600, New York, NY 10001 844 -GO -LEVEL Roof Members Type Rafter Roof Pitch 21 deg Members Size [in] 2x6 Least Horizontal Dimension 31 ft Members Spacing [in] 16 Average Roof Height 20 ft Net Design Wind Pressure uplift (Pnet30_up) -25.7 Edge and Corner Dimension 37 in Number of Modules 18 Portrait wind zone 25 in Number of Optimizers 18 Landscape wind zone 21 in Estimated Number of Attachments 31 -33.2 -57.8 Distributed and Point Load Calculations:(SolarABC'sExpedited Permit Process for PVSystem(EPP)) Roof Total System Weight (modules, optimizers, mounting system, etc.) 912.8 lbs Total Array Area 316.4 sq. ft. Distributed Weight 2.9 psf Weight per Attachment Point 29.4 lbs Snow Load and Wind Pressure Calculation: (ASCE7-05 Sections 6-7) Roof ASD Load Combination: (ASCE 7-05 Section 2.4) Roof 1 Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor (Cs) 0.9 0.9 0.9 Roof Snow Load (Ps) 20.2 20.2 20.2 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) 1.3 1.3 1.3 Net Design Wind Pressure uplift (Wup) -33.2 -57.8 -85.4 Net Design Wind Pressure downforce (Wdown) 20.9 20.9 20.9 ASD Load Combination: (ASCE 7-05 Section 2.4) Roof 1 Spacing Calculation: (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Roof 1 Landscape Interior Edge Corner Dead Load (D) 2.7 2.7 2.7 Snow Load (S) 17.6 17.6 17.6 Load Combination 1 = D+0.755+0.75Wdown 31.6 31.6 31.6 Load Combination 2 = D+Wdown 23.6 23.6 23.6 Load Combination 3 = D+S 20.3 20.3 20.3 Uplift Design Load = 0.6D+Wup -31.5 -56.2 -83.8 Maximum Absolute Design Load (Pabs) 31.6 56.2 83.8 Spacing Calculation: (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Roof 1 Landscape Portrait Interior Edge Corner Interior Edge Corner 69 44 27 51 n/a n/a 64 32 16 48 n/a n/a 22.8 14.5 8.8 17.0 n/a n/a Surface information: Members Type Members Size [in] Members Spacing [in] 236 W 30th Street, Suite 600, New York, NY 10001 Rafter 2x6 16 Number of Modules 10 Number of Optimizers 10 Estimated Number of Attachments 19 Roof Pitch Least Horizontal Dimension Average Roof Height Edge and Corner Dimension Portrait wind zone Landscape wind zone 844 -GO -LEVEL 27 deg 24 ft 20 ft 36 in 24 in 19 in Distributed and point Load Calculations: (solarABC's Expedited Permit Process for PV System (EPP)) Total System Weight (modules, optimizers, mounting system, etc.) 510.6 lbs Total Array Area 175.8 sq. ft. Distributed Weight 2.9 psf Weight per Attachment Point 26.9 lbs Snow Load and Wind Pressure Calculation. (ASCE?-05 Sections 6-7) Dead Load (D) Snow Load (S) Load Combination 1 = D+0.75S+0.75Wdown Load Combination 2 = D+Wdown Load Combination 3 = D+S Uplift Design Load = 0.6D+Wup Maximum Absolute Design Load (Pabs) Spacing Calculation. (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Interior 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 (Pne't30_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) 13 1.3 1.3 Net Design Wind Pressure uplift (Wup) -33.2 -57.8 -85.4 Net Design Wind Pressure downforce (Wdown) 20.9 20.9 20.9 ASD Load Combination: (ASCE7-05 Section 2.4) Dead Load (D) Snow Load (S) Load Combination 1 = D+0.75S+0.75Wdown Load Combination 2 = D+Wdown Load Combination 3 = D+S Uplift Design Load = 0.6D+Wup Maximum Absolute Design Load (Pabs) Spacing Calculation. (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Interior Edge Corner 2.6 2.6 2.6 14.1 14.1 14.1 28.8 28.8 28.8 23.5 23.5 23.5 16.7 16.7 16.7 -31.6 -56.2 -83.8 31.6 56.2 83.8 Roof 3 Roof 3 Roof 3 Roof 3 Roof 3 Landscape Portrait Interior Edge Corner Interior Edge Corner 69 44 27 51 n/a n/a 64 32 16 48 n/a n/a 22.8 14.5 8.8 17.0 n/a n/a vier rv�c t' Surface Information: Members Type Members Size [in] Members Spacing [in] 236 W 30th Street, Suite 600, New York, NY 10001 Rafter 2x6 16 Number of Modules 9 Number of Optimizers 9 Estimated Number of Attachments 23 Roof Pitch Least Horizontal Dimension Average Roof Height Edge and Corner Dimension Portrait wind zone Landscape wind zone 844 -GO -LEVEL 21 deg 31 ft 20 ft 37 in 25 in 21 in Distributed and Point Load Calculations: (Solar ABC's Expedited Permit Processfor PVSystem (EPP)) Total System Weight (modules, optimizers, mounting system, etc.) 471.2 lbs Total Array Area 158.2 sq. ft. Distributed Weight 3.0 psf Weight per Attachment Point 20.5 lbs Snow Load and Wind Pressure Calculation: (ASCE7-05 Sections 6-7) ASD Load Combination: (ASCE7-05 Section 2.4) Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor (Cs) 0.9 0.9 0.9 Roof Snow Load (Ps) 20.2 20.2 20.2 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 (N) 1.3 1.3 1.3 Net Design Wind Pressure uplift (Wup) -33.2 -57.8 -85.4 Net Design Wind Pressure downforce (Wdown) 20.9 20.9 20.9 ASD Load Combination: (ASCE7-05 Section 2.4) Spacing Calculation: (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Roof 4 Roof 4 Roof 4 Roof 4 Roof 4 Landscape Interior Edge Corner Dead Load (D) 2.8 2.8 2.8 Snow Load (S) 17.6 17.6 17.6 Load Combination 1= D+0.75S+0.75Wdown 31.7 31.7 31.7 Load Combination 2 = D+Wdown 23.7 23.7 23.7 Load Combination 3 = D+S 20.4 20.4 20.4 Uplift Design Load = 0.6D+Wup -31.5 -56.1 -83.7 Maximum Absolute Design Load (Pabs) 31.7 56.1 83.7 Spacing Calculation: (Zep Solar Product Manual) Orientation: Zone: Max spacing between attachments (in) Max. spacing between attachments considering rafter spacing (in) Max cantilever from attachments to perimeter of PV Array (in) Roof 4 Roof 4 Roof 4 Roof 4 Roof 4 Landscape Portrait Interior Edge Corner Interior Edge Corner 69 44 27 51 n/a n/a 64 32 16 48 n/a n/a 22.8 14.5 8.8 17.0 n/a n/a Surface Information: Members Type Members Size [in] Members Spacing [in] 236 W 30th Street, Suite 600, New York, NY 10001 Rafter 2x6 16 Number of Modules 20 Number of Optimizers 20 Estimated Number of Attachments 38 Roof Pitch Least Horizontal Dimension Average Roof Height Edge and Corner Dimension Portrait wind zone Landscape wind zone 844 -GO -LEVEL 21 deg 31ft 20 ft 37 in 25 in 21 in Roof 5 Distributed and Poiret Load Calculations:(SolarABC'sExpedited Permit Process for PVSystem(EPP)) Roof Total System Weight (modules, optimizers, mounting system, etc.) 1021.2 lbs Total Array Area 351.6 sq. ft. Distributed Weight 2.9 psf Weight per Attachment Point 26.9 lbs Snow Load and Wind Pressure Calculation. (ASCE7-05 Sections 6-7) Roof ASD Load Combination: (ASCE7-05 Section 2.4) Interior Edge Corner Flat Roof Snow Load (Pf) 22.7 22.7 22.7 Slope Factor (Cs) 0.9 0.9 0.9 Roof Snow Load (Ps) 20.2 20.2 20.2 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) 1.3 1.3 1.3 Net Design Wind Pressure uplift (Wup) -33.2 -57.8 -85.4 Net Design Wind Pressure downforce (Wdown) 20.9 20.9 20.9 ASD Load Combination: (ASCE7-05 Section 2.4) Roof Interior Edge Corner Dead Load (D) 2,7 2,7 2.7 Snow Load (S) 17.6 17.6 17.6 Load Combination 1 = D+0.75S+0.75Wdown 31.6 31.6 31.6 Load Combination 2 = D+Wdown 23.6 23.6 23.6 Load Combination 3 = D+S 20.3 20.3 20.3 Uplift Design Load = 0.6D+Wup -31.5- -56.2 -83.8 Maximum Absolute Design Load (Pabs) 31.6 56.2 83.8 Spacing Calculation: (Zep Solar Product Manual) Roof Orientation: Landscape Portrait Zone: Interior Edge Corner Interior Edge Corner Max spacing between attachments (in) 69 44 27 51 n/a n/a Max. spacing between attachments considering rafter spacing (in) 64 32 16 48 n/a n/a Max cantilever from attachments to perimeter of PV Array (in) 22.8 14.5 8.8 17.0 n/a n/a LEVELING FOOT MOUNTED ON COMP MOUNT TYPE A VVATF.RPROOFING SEALANT AS NEEDED COMP MOUNT TYPE -, X .Z N STAINL ESS STEFL 5/16"O x l" M.B. LVASHER PACKAGED WITH COMP MOUNT 44 - STAINLESS STEEL LAG SCREW, 5/16"O X 4'1/2" LEVELING FOOT ON COMP MOUNT TYPE A CANTILEVER= L=PERMITTED SPACING L/3LELES5 SEECODECOMPLIANCELETTERFOR ALLOWABLE SPACING ZEPCOMPATIBLE INTERLOCK PHOTOVOLTAIC MODULE LEVELING FOOT ROOF FRAMING HYBRID INTERLOCK OUTUNF OF MOM It F fiVER=1/3 LAND$CAPFQRIENTATION rRAFTER SlA()WN IF.0 FOR CI ARITV PQRTRAIT ORIFN?ATION OU I LINE OF MOOUI r. 7_CP I FVFUNG FOOT em INTERLOCK HYBRID INIFERIOCK [ 30.7rT m ] T 1.21 in [81.2mm ] 3.20in _ [32mm] 1.26in I -- lt6wo `1 � ,� t 6 ` ' ({ , t � ` 4 1__� 1 1 b'! S�J 4 i��M->•! t�'t.-'� Yl 260P -29b Yl 23 P 29b Y L25OP-29b 1(:_Z.4011_4YD YL240P-29b 9M. - IF GD =2`721§ra Ideal for residential and commercial applications where cost savings, installation time, and aesthetics matter most. Lower balance -of system costs with Zep Compatible"'' frame. Reduce on -roof labor costs by more than 25%. Leverage the -built-in grounding system — if it's mounted, it's grounded. Decrease your parts count — eliminate screws, rails, mounting clips, and grounding hardware. no N RHO � Minimize,roof penetrations while maintaining the system's structural integrity. 5 Invest in an attractive solar array that includes a black ftame, low mounting profile,, and aesthetic array skirt. YIncrease energy output with flexible module . . 9 layouts (portrait or landscape). Trust in the reliability and theft -resistance of the Zep Compatible- system, .Af.750L.U',; 10NI oFnoi"", The YGE-Z Series -is'now available as MT -11= M , —, V, Mq'�' �6n Enjohase Energized"' AC Solution. '111, � V IRE 7 w NA, o� This solution delivers optimum 'performance and integrated intelligence. The Enphase M215 -Z Zep Compatible Microinverter is designed to connect directly into the Z Series module groove, eliminating the need for tools or fasteners — all with one easy step. Intelligent real-time i monitoring at the system Mb HIM and module level with Enlighten. c� j YINGE U.S. Soccer Powered by Yingli Solar Fitx%c MMMM6] "M g V N ,g Leading limited power warranty* ensures 91.2% of rated power for 10 years, and 80.7% of rated power for 25.years. 10 -year limited product warranty . ...... ..... . 1_.__.____. • In compliance with our warranty terms and conditions. N 0111-1111-1, UL ltrW and ULC 1703, CEC,'FSEC, ISO 9001:2008, ISO., 14001.2004, BS OHSAS 18001.2007, SA8000 US LISTED 440D 7 YINGLISOLAR.-COMNS 5 1 1,112 1 0:17 iMMINE IMF Ifyou buy from Yirigii Amencas, Yingli Americas .acts as the importer and compilei with all applicable tariffs. Customers can buy fromYingli rcas i with no worry tk.r rk—will 6a liable for" — any import, fariffs. ': ..l ,_, "�r°,,�_ ;M�;.,•�,,K sad ` .,_r �.KK _,. ��,. ,.:;r �.,;. IE:.;4 E.�..j Powered .by''Y( AGLI ELECTRICAL PERFORMANCE low -iron tempered glass / 3.2mm ._.._..._.._.._...._......... .._.._. . ....... ... ..._........... ... _...... _.._..._.__...._._...__. _._..__...___...._.;._.. Cell (quantity / material / dimensions / ........... 2121__... .......... 60 / multicrystalline silicon / number of busbars) i.2121...__..._.-.21..21.._.__....__ glr a° fir. .> t n' %;•., r, - � r ., �1 , '°, a ' ° °.. ° : v+r'IF Yci.l<`,:3:k3_ <' +` :`si, G ,JErRA CHARACTERISTICS b I 2121 .�...........,...,.»...,._...e,.._-.m................�=...p.._.._..»._ ,.,_.,... ,e::,�5'ia�t .rrx., ... 21..21._....... ... _..__.._.___............_.. _......... _ Module type YL260P-29b dule`..____.__...._._....21..........21._-....-..2121.-.2121.- -ty d riu�t .,r<."8n::. _t�' YL255P-29b . YL250P-29b YL245P-29b YL240P-29b .. «.�..a.,......«.,.........,.,_ Dimensions (L / W / H) 64.96in (1650mm) /38.98in (990mm)! . Poweroutput Pm.. W 260 255 250 245 240 __..w..__..___ ..............._.____....._,..._. ...... .21.21...___.__........___...._.._....... -.2121__. 43 416s (19 7kg) ._..---.-..----..._._..._...._._.._..._..__.__._._.._._._.__...:_.._....---...._--._..__-..__.._._..._.._._._.__...__..._._.._..__.._...._..21..21...___..._..._....---.._.. Power output tolerances APm % _ -0/+3 Weight ..-----...21.21.._...----................... . _ _ - - % 15.9 15.6 15.3 15.0 14.7 Module efficiency tlm ._._._....... _._............... _._._._._..._. _.-..2121_.._..__.. , 21. 21.._..._..._..__._._.._.._._.._.._.. .21.21._..._.-21...21._._....._. 21...21..._..._._. ._._.. Voltage at Pm., Vmpp V 30.3 30.029.8 29.6 29.3 t.' I I AT I ONS P- Im Current at Pp, A 8,59 8.49 8.39 8.28 8.18 ._..--.--_.._.__.._.._ . ,_.....,.._.____,. Open -circuit voltage V_ V 37.7 37.7 37.6 37.5 37.5 ...._.. .... .._._..__..._-.^`.' Number of modules per pallet 2121;. .._._._..___-.._..._---._._...._..___..__.._.. ___.._-------------- 26 .--------- ... __._..___. .._ ._.__....._..._..._.._._...._._.....,......__._....__.._.._._..,_...._......._...___._..__..__.__.____._�...._____,..2121_..,.-_.�a.,..;_.._.__.... Short-circuit current 6 A 9.09 .._21...21_...--_._.._.__._..._..._. 9.01 8.92 c 8.83 8.75 _.._...._.._.._.__.. ..21..21._. Number of pallets per 40' container' 28 .--.--.-- ............._...__.._..._._._._.. .._...._.._._.21..21...---....__._.._.._._..___ STC: 1000W/m' irradiance, 25'C cell temperature, AM1.59 spectrum according to EN 60904-3 ._._...__..__._.__.._.2121.--.--.--...2121.._..._.._.._. _ . packaging box dimensions .__...__._..__.._._. / (1160mm)/ 67.32in (1710mm) n Average relative efficiency reduction of 3.3% at 200W/m' according to EN 60904-1 (L/ W1 H) 46.38in(11781178m) _j��nr�„ rMM-111_....,._..2021. 7 Y `' 1 - �F;� >:'•f_ e tf'T`i`fd)'1 -` 5,I ..__._._.._..9 M Boxwei ht ,._d._..___._.__...__...__._.__......._._.._,._...a....-___...._._._._..._..... _ bs(545kg 1 21 ) 'Toga" Power output Pm.. W 189.7 186.0 182.4 178.7 175.1 .21.. . ...... .._........... ... ....... _... ... .._._...._. ._..--'--'-'- Voltage at Pm.. V.Pp V '27.6 274 27.2 _ 27.0 26.8 U ril$S: inch (mnl) Current at Pm°. Impp A 6.87 6.79 6.71 6.62 6.54 38.98 (990) ..21.21 .,_..__....-_._ ..................._... _...._.._........_...M.--,..-._..A_c....._...._._._...._�_.__._.__..__..___.....__..,_-____........__.__..__..,_.2..___,�_...__._.___.. Open -circuit voltage V.c V 34.8 34.8 34.7 - 34.6 34.6 -„ 36.85 (936) 1.57 (40) Short-circuit current L: A 7.35 - ._...._..._.._..__.._.....__._. 7.28 7.21 .. 7.14 7.07 _..._..__..._,_.._..._....- --..21...21._..._. ._.. 21.21.._._. 0 • o .......... _..... _..._..__...._.._....... _..._.._..._.._.._..._..._..._.._. .._-..-_.-...21.21_..._. _. NOCT: open -circuit module operation temperature at 800W/m' irradiance, 2WC ambient temperature, lm/s wind speed P THERMAL CHARACTERISTICS I n .......,...,..........w..._°,..,...w�.M1�.....�..,..»..............,.._.,.,..m..,....,..,�,......,..........-........,..,__...,�.....,....m._.....,......._.._...m.-...,.........-....._.........-....__.,w._._.-...2121, Nominal operating cell temperature NOCr °C 46+/-2 k Temperature coefficient of Pm.. V %/°C -0.42 v Temperature coefficient ofV°. (iv°°%/°C _ .._ _......._ ..._.__.._.. "0.32 21..21.-. Ei Temperature coefficient of 1: � m�� %/°C ! 0.05 ................_._..-........_... Grounding h6lese ® . 6-00.236 (6) •0 a a = 'a n..._..-...._.._.........__.,_-..._.._... Temperature coefficient of V -PP v»y^Yvmp+p ,--�/°C I --...._....._...................._..,.._..�,...__ "x•42' -fie OPERATING CONDITIONS WMax. system voltage k.,,..,._,....�..,,..,...�...,..,w,._._.__ ._.__....... ........ 2121. Max, series fuse rating Limiting reverse current ._..._.._...... .... _...._...... ........................... .____._. Operating temperature range i Max. static loadMax. hailstone hailstone impact (diameter/ velocity) CONSTRUCTION MATERIALS 1000Voc 15A -40 to 185°F (-40 to 85°C) 2400Pa 25mm / 23m/s Front cover (material / thickness) i low -iron tempered glass / 3.2mm ._.._..._.._.._...._......... .._.._. . ....... ... ..._........... ... _...... _.._..._.__...._._...__. _._..__...___...._.;._.. Cell (quantity / material / dimensions / ........... 2121__... .......... 60 / multicrystalline silicon / number of busbars) i.2121...__..._.-.21..21.._.__....__ 156mm x 156mm / 2 or 3 . ........ __..... _.. ........ .._.... Encapsulant (material) ethylene vinyl acetate (EVA) edge (material / color/ e sealing) i anodized aluminum alloy / black / silicone -cone or ta.Pe W -Frame -y Junction box (Ingress protection rating) i ?I1`65 �-2121_-��__�_• Cable (length / cross-sectional area) 2121..._......_-e.._....._.._.._ 1200mm / 4mm' Connector (type / ingress protection rating) _ Amphenol H4/>_IP67 The specifications in this datasheet are not guaranteed and are subject to change without prior notice This datasheet complies with EN 50380:2003 requirements. Yingli Green Energy Americas, Inc. info@yingliamericas.com Tel: +1 (888) 686-8820 YINGLISOLAR.COMNS ! NYSE:YGE 0 Yingli Green Energy Holding Co. Ltd. 1 YGEZ60CeIISedes-US_201403-V01 110.47(12) /r o v n SECTION C -C � 1.38 (35) Warning: Read the Installation and User Manual in its entirety before handling, installing, and operating Yingli modules. Our Partners i 12 �R U.S. Soccer Powered by Yingli Solar The only inverters specially designed f®r distributed ®C architecture a Superior efficiency (97.5%) a Small, lightweight and easy to install on provided. bracket a Built-in module -level monitoring�,Z.25.r . Communication to internet via Ethernet or Wireless r, Outdoor and indoor installation Integral AC/DC Switch architects of energy TM t� xF�'3€[r' "� 2`���� - -- � -1 - '`7 u.�•kr E �,,--�,.yt � ,�j All our inverters are part of SolarEdge's innovative system designed to provide superior performance at a competitive price. The SolarEdge inverter combines a sophisticated, digital control technology and a one stage, ultra -efficient power conversion architecture to achieve superior performance TECHNICAL DATA - over 97% efficiency and best -in -class reliability Our fixed - voltage technology ensures the inverter is always working at its optimal input voltage, regardless of the number of modules or environmental conditions. • Higher input DC power may be installed: analyze yearly AC performance. e(p1111. C ' • The following Part Numbers are available ,CAN PNS are eligible for the Ontario FIT and micfoFITI: \`I� 208124OV, min. operating temp +1171-20C: SE30DOA-US, SE380OA-US. SESOOOA-US, SE6000A-US, SE7000A-US, SE3000A-US-HI. SE380OA-US-HI. SE50GOA-US-HI. SE6000A-US-HI. SE7000A-US-HI 277V. min. operating temp .4F` -20C: SE9000A-US. SE6000A-US. SE7000A-US. SE500DA-USIHI. SE6000A-US-HL SE7000AUS-HI 20131 240V. min. operating temp 4OF1.40C: SE3000A-US-CAN. SE380OA-LISSE500DA-US-CAN. SE6000A-USCAN H 277V, min operating temp 40F/.40C: SE50GOA.USCAN. SE600DA-US-CAN. SE7000A-US-CAN IDSA a Germany a Italy m France 13 Japan fa China m Australia a Israel _ www.solaredge,com®��� a 31 SolarEdge Thennologies. Inc. All fights reserved. SOLIREOGE, the SolarEdge Iogo.ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREOGE are trademarks or registered trademarks of SolarEdge Technologies. Inc. all other trademarks mentioned herein are trademarks of [heir respective owners. Dale: 0412013. V.O1.Subjecl to change wilhoul notice. SE3000A-US SE3800A-US SE5000A-US SE6000A-US SE7000A-US wii•"<�Y- '.`r,L.;�s6•.v:•.�..'".�_.',;.',i:;.m.rsi,g�. t,?a,"v�M..,.i?„'1. ?1''Tp7a3a"`,�"„r [-,: 3 i Y• "%G"s,.-.'e. 5>Siix':S."i.�"�i)•��.t. ;��� ��`'4•�'t�:' ,y-',:s.'".:`6..( �-Y9'=+�r ``�t^,x�Yi., kc. 'v i '. WON, ""+•�- �'r�"`".11ai�"�x,:fStF��;2c,-�1i�G,i 6s':.H.dr3 ••'N'.'tY.a'Yryk7:s�'-�,F$,'F'S�!.. .E'.:'�P•>�sl�L3.S'rt. .-ea:1Uy-,i.-w-_-`''-_"..{.'.�:M.0uf 5200@208V 5200@208V Rated AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V 5200@208V 52000208V Max. AC Power Output 3000 3800 5000 6000@240V 6000@240V W 6000@277V 7000@277V AC Output Voltage Min. -Nom. -Max. 183 - 208 - 229 / 211- 240 - 264 183 - 208 - 229 / 211- 240-264 / 244- 277 - 294 Vac AC Frequency Min. -Nom. -Max. 59.3 - 60 -.60.5 (HI version 57 = 60 - 60.5) Hz Max. Continuous Output Current @208V 14.5 18.524 25 25 A Max. Continuous Output Current @240V 12.5 16 21 25 25 A Max. Continuous Output Current @277V 18.5 22 25 A GFDI 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes s Ia f 'rn.,: .r Recommended Max. DC. Power * (STC) per. ..•e«34i1'i' ..a<;"�RZ 3750 i 4750 50 ; 7500 8750 W Transformer -less, Ungrounded Yes Max. Input Voltage 500 Vdc Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vdc Max. Input Current 10 12.5 16 1 18 18.5 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 97.8 97.7 98:3. 98.3 98.3 % 97 @ 208V / 97.5@ 208V, 240V 97 @ 208Y / 97.5@ 240V / % CEC Weighted Efficiency 97.5 97.5@ 240V / 98.@ 277V 98 6'277V Nighttime Power Consumption < 2.5 r W ,- Supported Communication Interfaces RS485, RS232, Ethernet, Zigbee (optional) Safety UL1741, IEC -62103 (EN50178); IEC -62109. Grid Connection Standards Utility -Interactive, VDE 01261-1, AS -4777, RD -1663 , DK 5940, IEEE1547 Emissions FCC part15 class B, IEC61000-6-2, IEC61000-6-3, IEC61000-3-11, IEC61000-3-12 RoHS Yes AC output conduit size / AWG range 3/4" minimum / 24-6 AWG DC input conduit size / # of strings / 3/4" minimum / 1-2 strings / 24-6 AWG AWG range Dimensions (HxWxD) 21x12.5x7/ 21x12.5x7.5/540x315x191 in/ Trim 540 x 315 x 172 Dimensions with AC/DC Switch (HxWxD) 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / 775 x 315 x 191 in/ mm 775 x315 x172 Weight 44.7/20.2 47.7/21.7 lb / kg Weight with AC/DC Switch 51.2/23.2 1 54.7/24.7 Ib / kg Cooling Natural Convection Noise' < 50 dBA Min. -Max. Operating Temperature Range -13 / -25 (CAN version -40 / -40) to +140 / +60 'F/ 'C Protection Rating NEMA 313 • Higher input DC power may be installed: analyze yearly AC performance. e(p1111. C ' • The following Part Numbers are available ,CAN PNS are eligible for the Ontario FIT and micfoFITI: \`I� 208124OV, min. operating temp +1171-20C: SE30DOA-US, SE380OA-US. SESOOOA-US, SE6000A-US, SE7000A-US, SE3000A-US-HI. SE380OA-US-HI. SE50GOA-US-HI. SE6000A-US-HI. SE7000A-US-HI 277V. min. operating temp .4F` -20C: SE9000A-US. SE6000A-US. SE7000A-US. SE500DA-USIHI. SE6000A-US-HL SE7000AUS-HI 20131 240V. min. operating temp 4OF1.40C: SE3000A-US-CAN. SE380OA-LISSE500DA-US-CAN. SE6000A-USCAN H 277V, min operating temp 40F/.40C: SE50GOA.USCAN. SE600DA-US-CAN. SE7000A-US-CAN IDSA a Germany a Italy m France 13 Japan fa China m Australia a Israel _ www.solaredge,com®��� a 31 SolarEdge Thennologies. Inc. All fights reserved. SOLIREOGE, the SolarEdge Iogo.ARCHITECTS OF ENERGY and OPTIMIZED BY SOLAREOGE are trademarks or registered trademarks of SolarEdge Technologies. Inc. all other trademarks mentioned herein are trademarks of [heir respective owners. Dale: 0412013. V.O1.Subjecl to change wilhoul notice. Single PhBSO �rjvORIUS for North America So-, a r Ma f a -3000A-US 1 SE33190A-US i SHOOOA-US SE600OA-US - i -.I- -j S I- A i S E-7600A-Lj S 7 S E 10000 1AA: S I i �3 E 1 1O Oa U3 I - SEIMOOA�US 7U� j SE6000A-,US SE7600A�U US S 666� E3� S AC Output coridUit size / AlAiG range ........... ...... OC input conduit I of strings rninirnurri /1-2 strings/ 16-6 A1,AJG 3/4" minimum 1-2 strings 14-6 AIYVG ux, AWG range3/4" ....... ...... ....... 30.5 x 1-2.5 9 9980 @ 108V VA 3000 3 SEGO 0000 7 C,1 1800 nm -11400 imort-iinal AC P ovier Output 5400 @ 203V GSr_ 0300 @ 20811 i'000 VA Nlax. AC Dower Output 3 3 DO 4 1 6000, 5 AC Jutpi.it Voltage Min. -Noir -F 'C i -15 to �-60 (40 available' !v r Ternperatt.11`2 to +60 version ax. e a -1- 3 to 4-140, 133 -208 - 229 Vac Rai ' .. .11,11, 1-11, — I .. ...... 1 NEMA 3R AC 01.1tPLit Voltage iviin.-Nonn -Nlax- -ase :ontact SolarEdge jupi)ort- rothe, regional 3ettings ale "e 77 V:,-'25-ind to 135- fe,!ocabons where it, j)ejov,77'Fj25 2 11 - 240 - 264 '?ac i r r v s a nLing 5 6 0 6 0, 14 L\(. Frequencj Nlin.-Norn -!Max, -9. 6() - c,.C,.5 (With -CO L n 208V �18 @ 2r -.8v .5 A V12X. COntinUOLIS Output -urrenr L2.5 16 25 a A GFDI Yes islanding ProteCrif)n, Co�ijjjtry ConHigurable Thresholds yes T . . ..... 9500 12400 14250 W Recommended iMlax. DC Power" 3750 475() 6250 1500 - Yes Transformer -less, Ungrounded Vdc .... ... .. . :00 �f!aX. Input Voltage 208V 350 @ 240V 20,8V ;3 @ 208V Adc ilvlax. input Currenu!i 9.5 C). @ ii 13 23 13 -'40V, 34k5 .......... .... . .!,or tCircuil:Current !es Revers? -Polarity Protect on 600ku Sen5ltiv ....... Ground --.3L!lt isolation Mitfzrtlun .98." 98.3 98 98 Ntaxinum Inverter. Effic!"iCy 917.7 98.2 Z.8V )7.5 97.5 @ 208V97.5 98 i 97.5 97.5 2-,! ^-r)V CEC Wei.ghted EfFiciency 93 ;40V j ; < 4 W 2. Nighttime Powei-Consunnotion - ----- -7 RS485, RS232, Ethernet, Zi113ee'foPti0nal) Supported Communication Interfaces i Revenue Grade Data, ANSI 012.1 Oritionalt- when SolarEdge shutdown kit is installed`r' Rapid Shutdown - NEC 2014 690 12 Functionality enabled UL1741, U 1699B, UL1993 ,CSA 22.2 Safet y, Grid Connection Standards iEEE1547 FCC partly class 'B Tr M nijilinjurn 16-6 AW 3/4, G /4" 1-ninirriurn 13-3 AWG AC Output coridUit size / AlAiG range ........... ...... OC input conduit I of strings rninirnurri /1-2 strings/ 16-6 A1,AJG 3/4" minimum 1-2 strings 14-6 AIYVG AWG range3/4" ....... ...... ....... 30.5 x 1-2.5 9 30.5 12.5 x 103 " 775 x 315 Y, 2 60 in, 1 DirriLrisions with Safeirl! Switch 775 x .-775.x3.I5x 172 ... .. _315 191 x 88 4/40.1 nm 54 '; 124. Weight with Safety Switch -J- Cooling Natural Convecdon P 25 5 Noise .......... -F 'C i -15 to �-60 (40 available' !v r Ternperatt.11`2 to +60 version ax. e a -1- 3 to 4-140, Rai ' .. .11,11, 1-11, — I .. ...... 1 NEMA 3R Protection Rating -ase :ontact SolarEdge jupi)ort- rothe, regional 3ettings ale "e 77 V:,-'25-ind to 135- fe,!ocabons where it, j)ejov,77'Fj25 1- L.m.ted 'a 125% far iocad�,ns where theparly average 11 lordetailed informadon. refer to httiwAvvyi-iolareda, ov.,rsizirl. 'kwfggdf A higher current sokirc, may be used; the invarter%vdi hiTut its -11in't-current to the values stated. Revenue grade inverter PN: 5E.x(xxA-uSO00NNR2 rg. Sroiaffi,dge Potnwor Optimizer Module Add -On For North America P300 / P400 / P405 p I ore, c den e .-FI icib 0xt:gqrieratiqn.r WN T- ................................ lea , L .71 iz - T21 �Aq R A 4!" 191), ppp -5_s p _upfiza bolt`h=`a single L ring, ,M nrp ,e.s r �h 56t1d6Wh fd a rfd firefighter safety .ejp_oar USA - GEPMANY - ITALY - FRANCE - JAPAN - CFII,,*x]A - ISRAEL - AUSTRALIA www.solaredge us lL• t4% tly Y,:.',tFxy'. -' Y a r E d g e Povver fl �f "" Module Add -On for forth America P300 / P400 / P405 -P300 I P460 (for 6o -cell modules) 1 (for 72 & 96=cell modules) P405 I (forthin film modules) Rated Input DC Powerltl ! 300 400 405 W Absolute Maximum Input Voltage ! 48 ( 80 125 i Vdc (Voc at lowest temperature) ( 8-80 12.5-105 I Vdc MPPT Operating Range8-48 I Adc Maximum Short Circuit Current (Isc) I 10 Adc Maximum DC Input Current j 12.5 I % Maximum Efficiency ( 99.5 I � % Weighted Efficiency � 98.8 ' ol ..._, Overvtage Category R CONNECTED TO OPERP�TIN&S_QGRREDGE7N.V.ERTER). OU;TPUI;DURING_.._ _ a.-._ :O.P,:ERATf,ON:(PO:WER:QPTIIVIIZE Maximum Output Current. 15 I Adc Vdc Maximum Output Voltage 60 85 --,-.,.._o-.:.<.:._,•.-.,,...:c:.-.:_r,_-'c_•.-_:___._-._..._.�......:.e::-n•.•.-n 4r,1n:rnI?ntoclnGcaAIC%C0TC0 ?f.1 RLC1i1Q'RFn rEs!IIv:U _.. Safety Output Voltage per Power Optimizer —_ _ D___•D_COM_P.LFA_ NCE:= _;.-': :; _ - _ - - =- _ - — S. - TA EMC FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class II safety), UL1741 RoHSYes _ - - ,':...; - -_--__ _ .- ., ..-.• _ - - :is1,="i..��1.-.-_--`.11��:iG'�: ,.: ��..:"''. _., _ - IN$'I'ALLATJ.QN:SP,ECIFICATI.O,N..S:-_ �>..:-:::.> ..:. . ,....._.::..> .: . ,,::-'.,,_ : •...-;,s: ��.«-.-.._ --...-: _ . .. -- - ,, ....._.,_.:.:..-:.a...,:.: . _ :.:.. do Maximum Allowed System Voltage 1000 , V IPxxx-2 series 141 x 212 x 40.5 / 5.55 x 8.34 x 1.59 Pxxx 5 series I mm/in Dimensions(WxLxH) I I 128x152x27.5/ 128x152x35/ 128x152x48/ mm/in x x 5 x 5.97 x 1.08 ( 5 x 5.97 x 1.37 5 5.97 1.89 I Pxxx-2 series 950/2.1 gr / Ib , Weight (including cables) Pxxx-5 series 770/1.7 930 / 2.05 930/2.05 gr/ Ib Input ConnectorMC4 Compatible Output Wire Type/ Connector Double Insulated, Amphenol Output Wire Length0.95 / 3.0 1.2/3.9 m / ft Operating Temperature Range -40 - +85 / -40 -+185 °C / °F Pxxx-2 series IP65 / NEMA4 Protection Rating I Pxxx-5 series IP68 / NEMA6P Relative Humidity 0-100 % Rated STC power of the module. Module of up to +5% power tolerance allowed. V:'SYSTEM,:DE51.G_ ;1J51NG: `:' = - .,HI EE'PHASE„4 P.: ..,_.,.: :....:..:•:.-.,:__.:,,::,,. N,GLEPHPiSE` THREE.PHASE-208V< s,;TH,R- A;,SQLgREU,GE=INUERTERIZ?” Minimum String Length _ I 8 10 18 (Power Optimizers) Maximum String Length 25 i 25 50 (Power Optimizers) Maximum Power per String 5250 6000 12750 W Parallel Strings of Different Lengths Yes or Orientations I7! It Is not allowed to mix P405 with P300/P400/P600/P700 in one string. t p 0 ar Datasheet: ZS Comp S i TN UGMP.j for composition shingle roofs ZS CoMp7M from Zep Solu offers the fastest and least expensive way to mount PV arrays on composition shingle roofs. With a series of drop-in and quarter -turn connections, ZS Comp offers real labor savings compared to conventional mounting systems. The structural connections of ZS Comp are auto -grounding, eliminating the need for separate grounding hardware. And with its hyper -bonded grounding matrix, ZS Comp offers the safest, most reliable way to ground PV arrays, Key system Benefits Key Technical Features Dramatically reduces installation TOV tested to IEC 61215 for 5400Pa time load conditions Eliminates mounting rails and clip hardware Eliminates separate grounding hardware Ultra -reliable hyper -bonded grounding matrix Rapid, top -accessible precision array leveling Ultra-low parts count Enhanced aesthetics Suitable for high wind applications Interlock ETL listed to UL 1703 as ground bond means Ground Zep UL and ETL listed to UL 467 as grounding and bonding device Interlock, Leveling Foot and Ground Zep listed to UI_ 2703 as PV bonding device Zep Compatible`' ZS Comp mounting hardware is designed for use with Zep Compatible PV modules from leading PV module manufacturers. Visit zepsolar.com for a current list of Zep Compatible PV modules. our Other Product Families Z5 Aero," y.- t for low -slope & flat roofs ZS Seaga,. for standing seam metal roofs ZS Span' 3 for rail -based applications ZS Tse." for tile roofs ffidwlll, ZS Trap" fortrapezoidal metal roofs ZS Wave, for coi rugated roofs V��MPgT�9 ILIIIII ��OMP:U Page 1 of 2 Components Interlock Leveling Foot Comp Mount Type C Ground Zep Datasheet: Z5 Comp The h;ter!o k provides north -south and east -hest structural and ground bond connections ::re..ttu:g :! StruCturell, eontlUIIQLIS hyper-honded array, Interlock UL listed to UL 2703 and ETC listed to UL MM 761 7T �� 1n. lO6mm NI? 61mm The Leveling Foot provictesa means of attachmen tbebveen the PV artay and the mounting surace or ttashe:,'attachmerlt apparatus and allows for easy array heightadjUSHnent 11.25" throw). UL listed to UL 2703. .QO Q �I I_�m ]95mm %5/Ifild TaOpeE H,le '1]N^'f` � � ® O The Comp P4ountType C provides a means of flashed attachmenrforcompositiml shingle roofs. Mounting! Block UL listed to UL 2703. Water proofing capability verified per UL 441 Section 27fRain Test). �rPf V 4Yiv u nMT F zz.?mm 29.amm ��; T— 1� `•� � „ 29.amm •r.. The Ground 'Lep provides a point of connection between the PV array and the equipment grounding conductor. One Ground Zep is required for every 72 PV modules. UL and ETL listed to UL 4G7 UL listed to UL2703. Universal Box Bracket rig,<. uI n n. 14171 The Universal Bus Bracket allows rapid attachment of eleclricaL hnXe.`. to the lnndule frame. /gray Skirt DC Wire Clip Clips into Zep Groove for ultra -fast and easy rnan"Winent of DC Muiring. End Cap Grip � t � •ice }J. The Grip secures the Array Skirt to tile- first role of Levebng Feet ar Carn Feet. UL tilted to UL 2703. Tools The Arany Skirt foci!itates easy front-rowin,tatiation The End Cap provides all aeAhetir, Cover far the white providing a clean look at the frolic of the PV e.<nnsed end of the An: -,.y Shirt. ht:ade of anodized array. IJL listeil to LIL 2703. otunliruln.IJL liste(l to UL2703. ha;rn;mrulrl6e;nnl[n!ditam;'•.fu=:::,!tti2lyq:glSulal•:rt0:•.�l:tsar,;Arcch,p;,..�:. .r:p1:IIr m+.le:..u:.,nlyi;,,tm:irrisalhren0en!urdua.r:,n:nl'r;crc:ul o!I6i: l:9'2en r°.!.hinua^R!a!n:6tr'4nll'!uR.atep; nlal 3?!rycK,:a:o9Ln!•�:rn•;,, ,,:rn�!;.lar:co•IPx1p;:.�. ,oldr.A-rsI!a;;r,. rLl•;; r!unir,. a:h'tcrzq,r.;:dcUl •l; IIr4Nl IIIc +illi�,illlli;'!I ('..;n{yl � pl•1!!lICII i'!i W.LA is rt' :Prri;;i:liilln:.1! 91:i!r! !:: dCI:IIjf :'•P4!!1;1: nit!.l I',1pu!alil'S� l6I�I 'Illi 71'11 n7l]I. I!IG '1.:. ].!:Y4; "•i Srl.'A?j, h.:. 11.11adlili4.jit.,US.P�tcn!:8i;it:f?LIS.ibrt:Pne!�Itit•a:6::ij.t,>Dlµln d^;ahc:ln?CR'?R:f Zen laal:4 1-inclions. I tulll. Fla t TeoL For inter-mod::L� r en.evni. 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