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HomeMy WebLinkAbout40772-Z ��a�g1lFf�lK�a�, Town of Southold 1/9/2017 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 1 # CERTIFICATE OF OCCUPANCY No: 38770 Date: 1/9/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1160 N Parish Dr, Southold SCTM#: 473889 Sec/Block/Lot: 71.-1-28 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/7/2016 pursuant to which Building Permit No. 40772 dated 6/13/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on existing one family dwelling as applied for. The certificate is issued to Fiumaro,Harry&Ruth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40772 8/9/2016 PLUMBERS CERTIFICATION DATED Authorized Signature ';==Z;% TOWN OF SOUTHOLD o�SufFac, c �� BUILDING DEPARTMENT C TOWN CLERK'S OFFICE oy • o� 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#: 40772 Date: 6/13/2016 Permission is hereby granted to: Fiumaro, Harry PO BOX 1300 Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1160 N Parish Dr, Southold SCTM #473889 Sec/Block/Lot# 71.-1-28 Pursuant to application dated 6/7/2016 and approved by the Building Inspector. To expire on 12/13/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 4 Total111 : $200.00 uilding I pector 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. f�s Lo New Construction: Old or Pre-existing Building: L,,-" (check yone) p ` Location of Property: �Q b �1UV jjn ea''Sirs V1 1G 1U1{� a House No. Street Hamlet Owner or Owners of Property:?--fidW :&)Yy\ 1_0 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 .6 0 Applic t Si a re oF sov��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roper.riche rt(o)-town.so utho Id.ny.us Southold,NY 11971-0959 ®lyC®U 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fiumaro Address: 1160 N. Parish Drive City: Southold St: New York Zip: 11971 Budding Permit# 40772 Section: 71 Block 1 Lot- 28 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 5133-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X 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 El Twist Lock Exit Fixtures TVSS Other Equipment: 9.88 KW Roof Mounted Photovoltaic System to Include; 38- Trina 260 Panels, 1-5000 and 1-3000 Inverters,1-30A and 1-20A A/C Disconnects. Notes Inspector Signature: 7Date: August 9, 2016 OOElectrical 81 Compliance Form.xls SO�lyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) REMARKS: DATE dilA, INSPECTOR Version#63.1 PIL Copd �> ,®d`\ .SolarCit Project/Job# 1191223 RE: Installation Approval Letter Project: Fiumaro Residence 1160 North Parish Drive Southold, NY 11971 Date of Review 9/8/2016 Permit# 40772 Date of Install 7/15/2016 AHJ Southold Town SC Office Long Island To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of NY State. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project,please do not hesitate to contact me. of NEiv Y Digitally signed by Sushif 0 0 ��P ION Shenoy` �� EC LI PS E �� Location.4214 * vj'r 2 7t Riverside;ST&421, ENGINEERING InC.,P.C. ����M� Spokane,WA � ALU D v Contact Info`: Eclipse Engineering as a third party, ^ D 509-92016. has provided a structural-only review of Date:2016.09r0�� p Y �Fp X95379 JAN 9 2017 14.34.32-0 , 01 the enclosed project. A90FESS10NP�� 'BU.DING DEPT- TOWN OF S® ®LD 3055 Ciearvievf Way San Mateo,CA 94402 T(650)638-1028 (688)SOL-CITY F(650)638-1029 solarcity.corn ".00 'Idh.,;'-iR&C,+,1^,719(bz r�;d5!).1 a'Sl 5µ:hSC'S Mrs.F.7a C.•dc!' S7.>,PrE'.r,U1J.`.105 DC d:C;'Ai�(v :i4'+=l'�it_;.3: r%:=f,Y,9?:.1��x-�l,T: FIE 2.0 ­: - �':+? :4 H"iP_ El,��w"fi*tIrn,r. ;sg�.+kM Nc 3'1'^rU 4r' 3s- r^5?5:.�nt,Ivt in 5\�i�5t_ N' sE;OtP,i:E.Nt'fE: -'^sotl)<Y;:Y.;C 2r's%%2x r . >c:a,'-7t-lf1 SASE,CSX UEC._7rA I971.c9 - \'hElE2P-o1' rbl FA �2c'`'q ,�4EC'=Y:Dir�L. -+'.CeP1-Ir^s,nSq' tA1..+Vsx- .+_ _•' .•y'i- -_^2.'£3-it,3' `Cv-Y'LT 6-+-Uia,•CFrfC M r .J E.zh'. G'0 onL'48Z ..S\.� -tl%Fl tn�tL 5 ^6.xa _ 0 .+_ ° Ci ,r ixt,..7 _�. .cuss--_ :1vGy£„ LL_ ae: J-.044 a. „r.� nkC +DC '•.a n�•,.,_,r... FIELD MP�l=ON RBYOR'r AA'= CO 'S5 Ij OUNW.tON(1ST) FOTJMIZION (2N15) ROUGES FP,4�CF& •�' " ' PLUMBING TNSUS,ATXON PEA N.Y. STATE RNERG'•Y CUB ANAL 1 6k1JL.k�i `L � 1 z d d � z 0 TOWN ON S,OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Bo SOUTHOLD,NY 11971 4 s ' TEL: (631)765-1802 1 „Pl Board!app!rovalFAX: (631)765-9502S t SoutholdTown.NorthFork.net PERMIT NO. lJ �S Check Septic Form N.Y.S.D.E.JJTJJLDM)QIi,M Trustee C.O.Application /a Flood Permit Examined 20!(// Single&Separate ' I Storm-Water Assessment Form Contact: &1W 1.VV Approved 920 Mail to: �o�'Jl. 'll layy �GA/�U. d Disapproved a/c Phone: Expiration ,20 � r ui ding Ins ctor APPLICATION FOR BUILDING PERMIT Date JUM, 3 �.20_[�P INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building-Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have,been enacted in the interim,the Building Inspector may authorize,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 inspecti (Signat of a �Icant or name,if a corporation) pajd�UU U �. (Mailing address of appl cant) State whether applicant is o ner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 4ur, -Rumoavo (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. %5 Plumbers License No. Electricians License No. 501- ME Other Trade's License No. 1. Location of land on w00 %-�h proposed work will be done: I I House Number Street Hamle County Tax Map No. 1000 Section �i Block Lot .Subdivision Filed Map No. Lot 2. State existing use and occupancy of pr ises nd intended use and occupancy of proposed construction: a. Existing use and occupancy 'nCs t P1'1�1Q b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Worker {'Yl so (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 So 1d,'Ny IIq�-Q 14.Names of Owner of premises�n � U Address 11- Nc"I'A„ Qr ione No. Name of Architect Address 05 1 u Phone No Name of Contractor i Address hone No. - W V?a e, 15 a.Is this property within 100 feet of a tidal wetland or a freshwateetland? *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 (�I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, I (S)He is the ho mi— GLV ►t (C ntracto ,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to pefore me this - 3 V-d day of __3 LA RQ 20 1(0 ATALIE PERA Notary Publi NO LIC,STATE OF NEW YORK Si a Applicant Registration No.OIPE6328470 Qualified in Suffolk County Commission Expires August 3,20 • �o��oF SQUryo� 0 Town Hall Annex J [ 41 Telephone(631)765-1802 54375 Main Road • �Q ato(631)o765ut 5 roger.richewn.s .nV.uSP.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address.- Phone ddress:Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: AarUioynh ro *Address: *Cross Street: *Phone No.: c 1 u-) Permit No.: qcq-1) Tax-Map District: 1000 Section: Block: ( Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S (Please Circle All That Apply) *Is job ready for inspection: YES/Q Rough in Final *Do you need a Temp Certificate: NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form i Scott A. Russell ,�CW SUPF,PISOR z MANA G]EME T SOUTHOMToM HALL-r.o_$ 11" Town of Southold 53095 Mein Roa@-SOt33�0I.U�NEw YCJ32K X29 4.� CHAPTER 236 - STOPMWATER MANAGENWNTWORK SMET (To BE cOMPLETBU BY THE APPLICANT) i;. :.:_ . :-_::_ . M__..- --..._.... .- 'I�Rod Gr II+NUL • ,ANY OF 'IM FOLLOWING: ------ DOES ViLYiC Aid.MIA•t'APPLY) ' Yes No b"A. Clearing, grubbing, grading or stripping of land which affects more s i than ,4�0 square feet of ground surface. 0 WB. Excavation. or filling involving more than 2�0 cubic yards of material within any parcel or any contiguous area. [3"'C. Site preparation on slopes which exceed. 10 feel vertical rise to �. 100 feet of horizontal distance. [ . Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ! � . Site preparation within the one-hundredr- ear floodplain as depicted. on FIRM Map of any watercourse, s surfaces of 1,000 square - i F. Installation of new or resurfaced imperviou feet or more, unless prior approval of a Stormwater Management ; s Control flan was received by the Town and:the proposal includes irr-kind replacement of impervious surfaces. •' If yon answered No to all of#be questions above,SM Compietr,the AppHeaut scetiou below with your Name, Signature,Contaet Information,hate &County Tax X'ap Numbc� Chapter 238 docs not apply to you P—O L if you answered yis to one or more of the above,pimse submit Two copies of a Slormwater Nanegemmt Control Flan and a completed Cb4eok list Form to the Btuldiog Tepartment Wiff—ymw 33atling ftmit Application contractor,ott,erl S.0 T.IUi 1000 Dais WOO NAME SectioBlock Lot e Ww" "FOR BUILD G UEPAI{T�9F�� Li:F O\LY Contact int'ormttiore ,-- Reviewed 13y_ — •- - - - - - - - Date: Property Address/Locat1017 of Cotzs_truction Work — — — — — — — — 1,� Approved for processing Building Permit. Stormwater Management control Plan Not Required- lStormwater Management Control Pian i$Required. (Forward to Engineering Department for Review.} FORM SMCP-TOS MAY 2014 ii 9tilQtiF.7. Gi : I i !ill-Rn-in ®�*OF SOUryol � o Town Hall Annex Telephone(631)765-1802 54375 Main RoadN Fax(631)765-9502 P.O.Box 1179 G • OQ Southold,NY 11971-0959 'Q �yCOUNTY,� August 24, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City 923C Motor Parkway Hauppauge NY 11788 Re: Fiumaro, 1160 N. Parish Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification letter required 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 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40772 — Solar Panels ` TOWN OF SOUTHOLD-PROPERTY RECORD CAR® OWNER STREET VILLAGE DIST. SUB. LOT rr FORMER OWNER N / E ACR. S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS d �/ 4 •!fir* G G -7 4 C e-0 0—o5 :7 uc '�lr? J c! 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P=L April 28, 2016 RE: CERTIFICATION LETTER Project/Job# 1191223 Project Address: Fiumaro Residence 1160 North Parish Drive Southold, NY 11971 AH] Southold Town SC Office Long Island Design Criteria: -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS -Risk Category= II -'Wind Speed = 120 mph,Exposure Category C -Ground Snow Load = 20 psf -MP1: Roof DL= 10 psf, Roof LL/SL= 17.5 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL= 20 psf(Non-PV Areas),Roof LL/SL = 14 psf(PV Areas) - MP4&MP5: Roof DL= 10 psf,Roof LL/SL= 15 psf(Non-PV Areas), Roof LL/SL= 7.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19994 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. QF NEW Y 10 � o 15FtIV Digitall signed by Su h �� Shdno / ECLI PSE ��� s y� * *. Location:421Riverside, ' ENGINEERING Inc.R.C. = cc STE 42'1,-Spokane WWA k, Contactinfo:�5b9 921-7 31 � 4i Date.2016.04.?28 Eclipse Engineering,as a third party, -A �? 13:08:12-07'00 has provided a structural-only review of FO 095319 the enclosed project. 10, SS110 3055 Clearvlew Way San Mateo,CA 94402 T(650)638-1028 (88 8)SOL-CITY r(650)638-1029 sola rclty.cu to 0S6Cr3 AR 14-9037 AZ ROC 2d"M,ROC 2454L0 G;C;_'u 8:a1N CO EC8041 Cf WC 0,51778/EL.012-OL DC d'J�51.1+'i0J0001ECC'>•07L>5 U 0:7120;,11„I IT fL PLISOG;226 HI CT-79770 1L t:-r)52 NA MC 1e;5721 EL-1i64".'R MG I IIC1191191I.W1,MC 3r9n1-U 7'rf n347Cr52$73M,11It{ptICcl3Vhcn:6]LCL1/S4E0011;27GJ t I M EE49-3s]OSOrJ tN7MJ20121165172,IC2-C478640/B2-(Pn7I9 OH EL 47707 GR CW60499/CL-b1.PAH CfA077343 RI A';W47d,R,g!330 TK TECL270G6 Vr V726050-550'VAELE2705,53278 VIEM-050.9 AIL—y451 Gr.,erie A-486.7a a::nu H2d0971DCUQ Pu61am FC6041 R,04M4,1864-40-00-00 WfoM1 520`,7-H Hlo.l;.ilaltr tlC-?stv38-Ht3 H 1'C p2t01304-OCA SCE'NC V.C Uc +:d Elactr can#11610 C00%4c5 ZE W—SL 6;h Fl Unit»6 Uyn M TIM 02013966-DC.0µl bans po,,d•d t eSol.r-11,finance Cornpwr LLC CA flnsnclLend�rs Ic alse.5054796 Se14rC1ly Flns:u=Conganl LLC ie Ac.n•edL/lRe Dclu vara State Eanr Commsslcne.to ei LO In L..aneu mCaldxero untl•r VI,Rn32 numt+r OI9d22 VDCurnl.r ,Loan U-w 22241 SIV In1tx1-ncnt lc:n lic n<a 1L1K123/IL1iG24 aJ Uczn.eliard•x#ZO15s:03LL.Tf Raalst+rW rssd:>r 1dOC:J5Mt3-10?d?t YT Lend�lKcnsn#L7FL Version#56.4-TBD PIL .. ,solarCity. HARDWARE DESK N'AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 64" 24" 39" NA Staggered 82.3% MP2 64" 24" 39" NA Staggered 84.1% MP4&MP5 1 64" 23" 39" NA Staggered 92.8% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1 32" 16" 65" NA Staggered 68.4% MP2 32" 16" 65" NA Staggered 69.9% MP4&MP5 32" 14" 65" NA Staggered 77.2% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1 Stick Frame @ 16 in.O.C. 280 Member Impact Check OK MP2 Stick Frame @ 16 in.O.C. 180 Member Impact Check OK MP4&MP5 Stick Frame @ 16 in.O.C. 370 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarclty.com AL cos +.�M-8.1s7 a7 Roc I:�77vRUC 2434bD,CnC.Ld E98uW,La ECT?„77 Ct H,C o�327re+elC otze3,5 oc ie)si.ononawLccw,zM.I DE 2or7zo=-ttn;at-.a z F:.cr t3en327t.HI ci_2atlo. ta•cross tonHlC 7LLva2/ Et-1136MR MDHIC128948/Ja1 c'+Wt:f,Cq;-U tut Ub4iC1*?52:M wJtJ9liGkY,VttCk.140G:D/34E(,011327i51 NMEC48-574590 NVN120K1L-W4/C2 IX)P648/D2-148/D2Cl EL47701 Eft CEI'844""S/C5a2 an lilfPn071S4319 nCCn)n/W/k.;,i83i3 PX icC L?7`+?6:�t 97289•vC>-5£r.N.Vd:lE21u5'33?78,H7 EM{5329 L^�K S�LhA C'�1:t7V»SiL�BC`+li:;P7 A1Wrry 4T,^Gr•-�na F-aEa WSxsuu ti1L03)ttYOQ f-t.tnarn f::CC�17 F�:trtand H-tt84e-y0-00-00;,uffaro 0!,7 V.14 rYlC-IK�?9-tit3 t:t^.91C0138a-0GAaCENYC:IYG L�cersaa Els;:aci;nH7?610 a6rasBo lS`_•t^:at`r Sc eN Pt Un�tU Brrnh�mC7Y1;20t w:OtJc!6-6CA�ilo;ns Cromtl.M tri Sr.•erLab.FmnncoCavparry LLC CFF---Lmd.rs Ll--6C,5479cSolo.CIt!FIn3reGrr—f LLC Is 11—sed-y mg Ddawar4Ll]•4 G-k C—f,i r-t,—pj—,L-i-sz m Delmar,tmaa 11—inn., 1),079422 t 1D Cam--Uon La as 2241 IN Ini tsl—t Loan L--ILIO,'/IL11024 c. .20Y,310SIL TX F"yst,J C,,L:r t:.�i�,Cf+L�1`O2iO3 Vt L—.I--,l AL76, FSTRUCTURE°ANALYSIS LOADING'SUMMARY AND MEMBER'CHECK=xMP1 Member Properties Summary MP1 Horizontal Member Spans- Rafter Prooerties" Overhang 1.16 ft Actual W 1.50" Roof SystemPr6pVierties. San 1 9_.99 ft Actual,D 5:50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A 8.25in.^2 Re-Roof No Span 4 SX 7.56 in A3 Plywood Sheathing Yes San 5 IN' 20.80 in.^4 Board Sheathing None Total Rake Span 12.63 ft TL Defl'n Limit 120 Vaulted,Ceiling No `PV 1 Start 1.00 ft ` .. Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 8.67 ft Wood Grade #2 Rafter Slope 280 PV 2 Start Fb ._ . 875.psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Emig 510000 psi Member Loading Summa Roof Pitch 7/12, Initial I , Pitch Adjust' Non-PV Areas " PV Areas , Roof Dead Load DL 10.0 psf x 1.13 11.3 psf 11.3 psf PV Dead Load PV-DL 3.0 psf x 1.13 3.4 psf Roof Live Load RLL 20.0 psf x 0.88 17.5 psf Live/Snow Load LL/SL 1,2 20.0 psf x 0.7 1 x 0.7` '14.0 psf 14.0 psf Total Load(Governing LC I TL 1 25.3 psf 1 28.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2) 2. pf=0.7(Ce)(Ct)(Is)Pg; Ce=O.9,Ct=1.1,I5=1.0 Member Desi` n Summa er N DS Governing Load CombCD CL + CL - CF -Cr D+ S 1 1.15 1.00 1 0.63 1.3 1.15 Member Anal sis Results,Summary. Governin Anal sis Pre=PV Demand Post-PV Demand Net Im act Result t. Gravity Loading Check 1 750 psi 1 1 729 psi 0.97 Pass CALCULATION~OFDESIG'NWINDLOADS _ Mountinipf Plane.Inforrriation. Roofing Material _ _ Comp Roof_ P_V-,System.TYpe'' -. r g ..�. mSolarCity,SleekMountT"._. Spanning Vents No ndoff AttachmentHardwere� ., � �' '�'�" �-• Comp.Mount Type C RoofSlope M 28° Rafter S aclnLL m,zn._ N°"16"O.C.;a"x., Framing Type Direction Y-Y Rafters NA Tile Reveal Tile Roofs Only NA ile A limen?-S stem TIe Roofs lily, Standin Seam/Trap Spacing SM Seam Only NA Wind''Desi n,Critdfl&K Wind Design Code ASCE 7-05 _ T Partially%Fully Enclosad9Method,;yw yrF Basic Wind Speed w V 120 mph Fig. 6-1 Fxpgspie Gate991YWn µv. 5�..W ., _.. ,., .•,. , .. e.'w.K m .... s Section 6.5 6.3„ Roof StyleGable Roof f Fig.6-11B/C/D-14A/B NleariRoof.'HeiP ht` 'tTy _ :h. ~°15'ft` .Sectiom6:2, Wind Pressure Calculation.'Coefficients: Wind Pressure Exposure _ KZ _ 0.85 Table 6-3 gographe.'Eactor Kn,.,' . I.A. _... - `... ,. Section fi:57 Wind Directionality Factor Kd 0.85 Table 6-4 Im'ortance.3Factor` I _°,<i'_' T - '1.O y'm _.,Table 67T' Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind'Pressure:. ,, Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext;,Pressure~,Coefficient Down'' GCp`, Down • 0:88 Fig.,6-11B/.0/D=14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up P(UP) -25.3 psf Wind Pressure Down 23.3 psf %ALLOWABLE STANDOFF SPACINGS] )C-Direction Y-Dir®ction.,° Max Allowable Standoff Spacingr Landscape 64" Max AllowableµCantllever N„ Me,m,. :• , _r._-. W 71_...,.. .. _,39" - _ NA _ Standoff Configuration Landscape Staggered Max:,Standoff,�Tributary49 Trib _., a._. - ._ _ .s.. a>.,... .m....n. ...��. -.fit ,..r,.. a,:Y............. PV Assembly_Dead Load m � W-PV 3.0 psf Net,Wind,WUpaift at.-Siandgff _..-... . . Tactual_. 1ps Uplift Capacity of Standoff T-allow 500 lbs S'tandoffDemand ��_ =X-Direction Y=Direction_ Max Allowable Standoff Spacing Portrait 32" 65" Ma All Yinr ble Cantileverµ{ s 3, e - rPortraittt_ 4.. .". _ _ ..- .�6',4. , :Nn w e NA. . .. .._ Standoff Configuration Portrait TStaggered Max Standoff Tributary ..µ. "14 PV Assembly Dead Load3_ W-PV 0 psf IVet 1Nind,Uplift at Standoff sav`, _ _ T=actual ,_ ___ _ . 0 ..=342 lbsyy Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci e 'm "DCR� 68s4%Y STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans " Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System,Properties San 1, 13.21 ft Actual D. 9:25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material; Com ,Roof San 3.1 A 13:88 in/12,, Re-Roof No Span 4 S. 21.39 in.^3 Plywood Sheathing Yes San 5 : . ix 98.93 in.^4 Board Sheathing None Total Rake Span 15.11 ft TL DefPn Limit 120 Vaulted Ceiling No PV 1 Start 0.83 ft _ Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.50 ft Wood Grade #2 Rafter Sloe 18° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000.psi Bot Lat Bracing I At Supports PV 3 End Emi„ 510000 psi Member Loading-Su ma Roof Pitch 4/12 Initial ' Pitch Adjust 'Non-PV Areas 'PV Areas' Roof Dead Load DL 11.0 psf x 1.05 11.6 psf 11.6 psf PV Dead Load PV=DL 3.0 psf x-,1.05 3:2 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow•Load. .° LL SL20.0 psf = x 0.7 1 x 0.7 14:0 psf . 14.0 psf Total Load(Governing LC I 'TL 2S.6 psf 28.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)Pg; Ce=0.9,Ct=1.1,IS=1.0 Member Desi n Summa er NDS Governing Load Comb v CD x CL + s Cl. - CF ',Cr D+ S 1.15 1.00 1 0.38 1 1.1 1.15' `Member Anal si"s Results Summary I Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 511 psi 453 psi 0.89 Pass CALCULATION'OFOESIGNVINDIOADS`:-MP2 Yp T Moiuntin' -Plane„Information, Roofing Material Comp Roof Py System T e' SolarCi'µ"SleekMountT`"- Spanning VentsNo Standoff`Attachriient'Hardware Y : m.__. Comp Mount:Type;C1' M Roof Slope_ 180 Rafter S actn 16".'O.C: Framing Type Direction Y-Y Rafters Purlin Spacing w..< *X,.I?urlins OnN_ _„ . _. NA_."_... .....:. . .. .._.,r... _N .., .,.. Tile Reveal Tile Roofs Only_ NA TleyAftaclimentstem.*_���^' „t.- 'Tile"Roofs'Onl - r _ ��`' ✓�,NA„M''µ-F_ _T. Standing Seam ra Spacing ry SM Seam Only NAry WiridZesi n Criteria Wind Design Code _ ASCE 7-05 W(—Desi n Metfiiid _ Partial)Full T.Enctosed Method 9 _ _..0.Y/,_ ..Y_....__� ! Mpt �. Basic Wind Speed V 120 mph Fig. 6-1 Ex osure Cateo" °Sect' g_!Y Lon 5,. .3R Roof StyleGable Roof Fig.6-11B/C/D-14A/B Mean Roof'Aei nt ;`, h 25 ft' .Section t:2 Wind-,Pressure Calculation Coefficients. Wind Pressure Exposure KZ 0.95 Table 6-3 Topogram hic Factor` ,K ," _ 1.00 m �,.... w , __w,__..„, ..tH...- TA„.w.k_ . __,,.__. w ..r, _. Section:6,5Jr°. Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance,Factor I k 1.0” _ Table Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind,Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Fxt..Pressure=Coefficient• Down GC (Down 0:45: ' Fig.6 118/C[D 14a/B Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind-Pressure-Up „ 725:9 psf ' Wind Pressure Down 13.4 psf ALLOWABLE„STANDOFF SPACINGS X-Direction:. r ,. Y=Direction^.4 Max Allowable Standoff Spacing Landscape 64” 39" Max=Allowable YCanfilever'7'' 1771 Landsca e; 24"' '§ Standoff Configuration Landscape Staggered Max5ta9do_ff„Tributary°Are6',, "-I­-Trib _ . PV Assembly Dead Load -PV 3.0 psf Net Wind?U liftat StandoffF . r 4r'f-actual Uplift Capacity of StandoffT-allow 500 lbs _.v_,..,., Standoffbemand DCR �. F X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 32" 65" Max'Allowable,Cantilever ,. u, E Portrait ._ xa `>:°..... ,NA _w ,...._°' Standoff Confi uration Portrait Staggered Max Standoff Tributary;Ar_ea 2„_ _ Trib _�. .,,.` „ 14;sfa PV Assembly Dead Load _ W-PV _ 3.0 psf Net Wind,11plLft at Standoff�.� i�,°.�.^ .��_ T actuaf�. .,., �,��:.._„_..W.,,w��:.,�u _w�3.=,Y350.Ibs>,..���...,.._-.. a�� ..,.,. .. w. v ... '” • Uplift CapacityofStandoff T-allow 500 lbs StandofE'Demandi&'Pici n,s CRL,N' {:69.9% _ K L ' ` i-,-...�.r�................_. e.----'c--•-__-^---.....^+-m--_.�--e,-.,._..�_�.._-.»-.�-.-_..-+.-_.�.,v.T_-.q_a�_....._..,._..�,-,_.....--r-�w-......-:+-..-n.,...,..�,-,...,.--r---,+.-m.,�,-.,,....,.....-w...-..-„__.-.,.-,. (STRUCTURE ANALYSIS -'LOADING SUMM�IRYAND MEMBER Member Properties Summary MP4&MP5 Horizontal Member S`ans Rafter Pro erties` Overhang 1.16 ft Actual W 1.50" Roof stem Pro erties San 1 10.67 ft "ActuafD 5.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Com ,Roof' S an•3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing Yes San 5 I 20.80 in.^4 Board Sheathing None Total Rake Span 14.81 ft TL Defl'n Limit 120 Vaulted Ceilin ''No 'PV 1 Start " 1:92 ft Wood S ecies, SPF Ceilina Finish 1/2"Gypsum Board PV 1 End 12.58 ft Wood Grade #2 Rafter Sloe 370 `PV 2 Start Fb " 875 psi, Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member-Loading Summa Roof Pitch 9/12 Initial 'Pitch Adjust". Non=PV Areas" PV Areas Roof Dead Load DL 10.0 psf x 1.25 12.5 psf 12.5 psf PV,Dead Load -DL 3.0 psf x .1.25 3:8 psf, Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LL/SL 1,2 20.0 psf x 0.7- I x 0.39` 14.0 psf 7.8 psf Total Load(Governing LC I TL 1 1 26.5 psf 1 24.1 psf Notes: 1. ps=Cs*pf,Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.91 Ct=1.11 I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL + CL'(-) CF Cr D+S 115 1.00 1 0.55 1.3 1.15 Member Anal sis Results Summa Governin "Analysis Pre-PV Demand Post-PV Demand Net Im _act Result 77 Gravity Loading Check 781 psi 1 697 psi 1 0.89 1 Pass ` ~ --- ----- ---r �---��-- � ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES a A AMPERE 1. THIS SYSTEM IS GRID-INTERIIED VIA A ONRPECTp®N REOM E oD AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. COMPLY WITH /ALL CODES OF BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING NEW YORK STATE & TOWN CODES DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN APPROVED AS NOTED AS REWRED AND CONDffIONS OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING DATE:' CS.P.# ? -2 EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE FEE: BY: ^- GALV GALVANIZED HAZARDS PER ART. 690.17. NOTIFY BUILDING DEPARTM� AT GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE 765-1802 8 AM TO 4 PM FOR THE GND GROUND MULTIORE BRANCH CIRCUIT WILL BE IDENTIFIED BY FOLLOWING INSPECTIONS: ��pp �/� •DEC RETAIN STORM WATER UNOFF HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1. FOUNDATION - TWO REQUIRED OCCUPANCY ®� 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL PURSUANT TO CHAPTE 236 Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOR POURED CONCRETE OF THE TOWN CODE. Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 2. ROUGH - FRAMING & PLUMBING USE M UNLAWFUL kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 3. INSULATION kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 4. FINAL - CONSTRUCTION MUSTLBW 0����� ������O��T� MIN MOAD NIMUM BEARING WALL DISCONNECTING ALLCWIRES SHALLPER ART.BE PROVIDED WITH STRAIN AL COOS?RUCTlOP� SH C.O.FOR L MEET THE O� ®C�II�JP�1V`�CY (; (,�P'a/ Only (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY REOUIREMENTS OF THE CODES OF NEIN NEUT NEUTRAL UL LISTING. YORK STATE. NOT RESPONSIBLE FOR A` OF NEyi Y NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE RIO/v �9 OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE DESIGN OR �� �, ��� sy PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING Shenoy 'j p� EC LI PS E �Z *_ P01 POINT OF INTERCONNECTION HARDWARE. Location.4211 Vy Riversid�e, ENGINEERING Inc.,P.C. J a= PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE STE 421, Spokgne,'M J C, L" SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. Contact Info: 509-92<7731 Eclipse Engineering,as a third party, 2 a S STAINLESS STEEL Date:2016.04.18 has provided a structural-only review of �Fp 0953-79 STC STANDARD TESTING CONDITIONS 13:08:05-07,00 the enclosed project. A'QOFEgg10NP� TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET _ - PV2 SITE PLAN PV3 STRUCTURAL VIEWS A' PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM h. _ , �. Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 _ - Y_ R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2008 NATIONAL ELECTRIC CODE. ! E MODULE GROUNDING METHOD: ZEP SOLAR " AHJ: Southold Town REV BY DATE COMMENTS REV A NAME DATE COMMENTS * * * UTILITY: PSE&G-Long Island (Public Service Electric & Gas Co.) r e • ' • a CON - JB-1 191223 00 PREMISE OWNER: DESCRIPTION: DERGCONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:TI \!s CONTAINED SHALL NOT BE USED FOR THE HARRY FIUMARO Harry Fiumaro RESIDENCE Spencer Fry .,,So�arCity. BENEFlT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��•� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1160 NORTH PARISH DRIVE 9.88 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: SOUTHOLD, NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SAIF AND USE OF THE RESPECTIVE 38 TRINA SOLAR TSM-260PD05.18 ( PAGE NAME SHEET: REV- DATE San Mateo, CA 94402 SOLARCITY EQUIPMENT, WnHOUT THE WRITTEN WVERITR COVER SHEET / / L•(650)638-1028 F.(650)638-102 PERMISSION OF SOLARCITY INC Multiple Inverters PV 1 4 27 2016 (888)—SOL—CITY(765-2489)www.solarcity.com (� PITCH: 28 ARRAY PITCH:28 MP1 AZIMUTH:186 ARRAY AZIMUTH: 186 MATERIAL:Comp Shingle STORY. 1 Story SYruc��ar�r only MP2 AZIMUTH: 18 ARRAY PITCH:18 1160 North Parish Drive 186 ARRAY AZIMUTH: 186 OF NEW j, MATERIAL:Comp Shingle STORY. 2 Stories I01V SyO�p�' PITCH: 37 ARRAY PITCH:37 Front Of House (E) DRIVEWAY „ _ w MP4 AZIMUTH:186 ARRAY AZIMUTH: 186 c� = MATERIAL:Comp Shingle STORY. 2 Stories 2�F0 X95379 c��� PITCH:37 ARRAY PITCH:37 MP5 AZIMUTH:6 ARRAY AZIMUTH:6 FE S%10 I MATERIAL:Comp Shingle STORY: 2 Stories I(I-C) AC Inv ; ---- LEGEND Inv ; E `` (E) UTILITY METER & WARNING LABEL L IP4 Sr o d Im INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS � 2 Dc �1;-:; MP1 ® © DC DISCONNECT & WARNING LABELS O © AC DISCONNECT & WARNING LABELS IDCQ JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS n ce a ® ❑ /A-' B Q Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS ® CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE D s Q HEAT PRODUCING VENTS ARE RED o �,;� INTERIOR.EQUIPMENT IS DASHED G) - d SITE PLAN N Scale: 1/8" = 1' WE 0 1' 8' 16' S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1 191223 00 PREMISE OWNER: DESCRIPnON: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HARRY FIUMARO Harry Fiumaro RESIDENCE Spencer Fry � BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEMolarCity : NOR MALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 1160 NORTH PARISH DRIVE 9.88 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODUIFs SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION VATH 3055 Gearvien Way WRITTEN THE SALE AND USE OF THE RESPECTIVE (38) TRINA SOLAR # TSM-260PD05.18 SOLARGTY EQUIPMENT, WFIHOUT THE PAGE NAME SHEET: REV- DATE San Mateo,CA 94402 PERMISSION OF SOLARgINVERTER.TY INC. Multiple Inverters SITE PLAN / / )-SOL) CITY(7 5 F:9)w 638-1029 P V 2 4 27 2016 (888)—SOL—CITY(785-2489)xww.solarcity.cwn 51 S1 4" 4" .0 13'-3" 1'- (E) LBW 1/- 1 (E) LBW A SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTs • B MPJ X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 32" 16" LANDSCAPE 64" 24" STAGGERED RAFTER 2X6 @ 16" OC ROOF AZI 186 PITCH 28 ARRAY AZI 186 PITCH 28 " STORIES: 1 PORTRAIT 3211 - 161' " RAFTER 2X10 @ 16" OC ROOF AZI 186 PITCH 18 STORIES: 2 C.]. 2x6 @16 OC Comp Shingle ARRAY AZI 186 PITCH 18 C.J. 2X6 @16" OC Comp Shingle Sft ct ural Only OF NEW Y S1 ��P '5 10/y s ��� S1 h °C 91-4-T -4 FO 095379 10'-81' 1'- (E) LBW AR�FESSIONA� (E) LBW D SIDE VIEW OF MP4 NTS - - SIDE VIEW OF MP5 NTS E MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" STAGGERED MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES " PORTRAIT 32" 14" LANDSCAPE 64" 23" STAGGERED RAFTER 2x6 @ 16"OC ROOF AZI 186 PITCH 37 STORIES: 2 PORTRAIT 32" 14" - ARRAY AZI 186 PITCH 37 RAFTER 2x6 @ 16"OC ROOF AZI 6 PITCH 37 ARRAY AZI 6 PITCH 37 STORIES: 2 C.J. 2X6 @16"OC Comp Shingle C.J. 2X6 @16"OC Comp Shingle NUMBE CONJB-1 191223 00 PREMISE OWNER: DESMPION: DESIGN: CONFIDENTIALIAL— 'ME INFORMATION HEREIN JOB NUMBER. �\�!a CONTAINED SHALL NOT BE USED FOR THE HARRY FIUMARO Harry Fiumaro RESIDENCE Spencer Fry ,;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1160 NORTH PARISH DRIVE 9.88 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moou�s SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 aearvlew Way THE SALE AND USE OF THE RESPECTIVE (38) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEER REV: DATE San Mateo CA 94402 SOLARCITY EQUIPMENT,WITHOUT Inc WRITTEN INVERTER: STRUCTURAL VIEWS T:(650)635-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters PV 4/27/2016 (eea)-soL-aTY(765-2489)www.edardtycom UPLIFT CALCULATIONS Structural Only OF NEW y 5�P gEtION A c , C", w 2�FOA 095319 ROFESSIONP� PV MODULE 5/16" BOLT WITH INSTALLATION ORDER FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) G(2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C - -_ ZEP FLASHING C (3) L,4;� (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING V (2) V INSTALL LAG BOLT WITH SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. G(5) 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2' EMBED, MIN) (E) RAFTER 1 STANDOFF CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER JB-1 191223 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HARRY FIUMARO Harry Fiumaro RESIDENCE Spencer Fry SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 1160 NORTH PARISH DRIVE 9.88 KW PV ARRAY y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOUTHOLD NY 11971 ORGANIZATION,EXGFPT IN CONNECTION WITH ' 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (38) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME SI{E7; REV _ ppTE San Mateo,CA 94402 SOLARCITY EQUIPMENT,WITHOUT THE WRITTEN INVtRhR: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters UPLIFT CALCULATIONS PV 4 4/27/2016 (888)—SOL—CITY(765-2489)www.solarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE ` BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoMatch Inv 1: DC Ungrounded INV 1-(1)ABBPVI-5000-OUTD-US-Z-A A -(38)TRINA SOLAR ## TSM-260PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:20113717 Inv 2: DC Ungrounded FCI Inverter, Zigbee 5DOOW, 24OV, ° PV Module; 250W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V Overhead Service Entrance Tie-In: Supply Side Connection INV 2-(1)ABBf PN-3.0-OUTD-S-US-Z-A e FCI nverter, Zigbee 3000W, 24OV, 969- Voc: 38,2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 20A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! SolarCity E 200OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER BRYANT (E) WIRING Disconnect Inverter 1 IND 6 A i (N) 125A Load Center Vstart= 200V 12 11 9 ABB Dc+ NB 50A C PVI-5000-OUTD-US-Z-A Dc- MP 4: 1x10 LA Ll 3OA/2P Ecc 1 1 3) 200A/2P B L2 Dc+ ' DG+ Vstart= 200V I G N DG I 5 (E) LOADS GND _ _ _EGG -__ DC+ C+ I ------------------------- GEC G . X N DG _J I Z I GND -- UGC ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4•EMT SolarCity N ' Inverter 2 IND e A 3 l0 ABB Dc+ Vstart= 200V o I I I PVI-3.0-OUTD-S-US-Z-A Dc- MP 1: 1x8 20A/2P I ' EGC I /I L1 F27.VI r---------- ------------ -------- -- --------------------� --- - GEC I /'� L2 DC+ TO 120/240V i N DG I 7 4 SINGLE PHASE DC+ Vstart= 186V UTILITY SERVICE GEC ---�� DG G MP 2: 1x6 I GGj EGC--- --------- ------------ --------- I I I (1)Conduit Kit; 3/4°EMT EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP oI (1)Gro rd Ro# B (I)CUTLER-HAMMER #DG222NRB A (2)SolarCitYL�gg 4 STRING JUNCTION BOX 5r8 x 8, C per Disconnect; 60A. 24OVac, Fusible. NEMA 3R AC 2x2 SIRMGS, UNFUSED, GROUNDED DC -(2)ILSCO i IPC 470-#6 -(1)CUTTER-RAMMER A DGIOONB Insulo ion Piercing Connector, Main 4/0-4,Tap 6-14 Ground/Neutral it; 60-100A General Duty(DG) S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1) Class RHAMMER DS16FK AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. pass R Fuse Kit -(2)Fu��50AA250V#Claass0RK5 PV BACKFEED OCP C (1)BRYANT#BR48L125RP Load Center, 125A, 120/24OV, NEMA 3R -(1)CakH 30A2SpaBreake )P. Spaces � 1 AWG#8, THWN-2, Black �' 1 FBY6a�q, MM r2G--s (1)AWG#10, THWN-2, Black Voc* =304.19 VDC Isc =18 ADC 2)AWG#10, PV Wire, 60 OV, Black Voc* =434.56VDC Isc=9 ADC (1)AWG #B, THWN-2, Red O L_L(1)AWG#10, THWN-2, Red O (1)AWG#10, THWN-2, Red Vmp =214.2 VDC Imp=17 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =306 VDC Imp=8.5 ADC L (1)AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp=37.5 AAC LLL (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC (1)AWG 110, THHN/THWN-2, Green EGC -(1 AWG #8, THWN-2,-Green EGC/GEC.-(1)Conduit_Kit; 3/4°EMT -(1 AWG#8 THWN-2, Green EGC/GEC.-(1)Conduit Kit; 31e EMT (1)AWG#10, iHWN-2, Black Voc* =434.56 VDC Isc =9 ADC (4)AWG X10, PV Wire, 600V, Black Voc* =304.19 VDC Isc=9 ADC (1;AWG #6, THWN-2, Black (1 jAWG#10, THWN-2, Black © (1)AWG#10, THWN-2, Red Vmp =306 VDC Imp=8.5 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =214.2 VDC Imp=8.5 ADC © (1)AWG #6, THWN-2, Red O L_L(1)AWG#10, THWN-2, Red (1)AWG#10, THHN/THWN-2,Green EGC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=37.5 AAC LL�-LL(I)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=14.5 AAC (1)AWG#10, THWN-2, Black Voc* =260.74VDC Isc=9 ADC (2)AWG#10, PV Wire, 600V, Black Voc* =347.65VDC Isc=9 ADC 70)AWG#6,.Solid Bare.Copper GEC -(1)Conduit Kit; 3/4•EMT - - -(1)AWG#8, THWN-2, Green _ EGC/GEC-(1)Conduit Kit;.3/4 EMT _ . .. O (1)AWG 110, THWN-2, Red Vmp =183.6 VDC Imp=&5 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =244.8 VDC Imp=8.5 ADC (I)AWG#10, THHN/THWN-2, Green EGC (1 AWG#10, THWN-2, Black Voc* =347.65VDC Isc=9 ADC ��-(2)AWG#10, PV Wire, 60OV, Black Voc* =260.74VDC Isc=9 ADC ® (1)AWG 110, THWN-2, Red Vmp =244.8 VDC Imp=8.5 ADC ®W:(1)AWG#6,Solid Bare Copper EGC Vmp =183.6 VDC Imp=8.5 ADC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER- JB-1191223 00 PREMISE OWNER DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HARRY FIUMARO Harry Fiumaro RESIDENCE Spencer Fry � ;;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: a: NOR SHALL IT BE DISCLOSED IN MOLE OR IN Com Mount Type C 1160 NORTH PARISH DRIVE 9.88 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MooDtEP SOUTHOLD NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Clearvier Way THE SALE AND USE OF THE RESPECTIVE (38) TRINA SOLAR # TSM-260PDO5.18 PAGE NAME 911fL REV DATE Son Mateo,CA 94402 SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARgTY INC. Multiple Inverters THREE LINE DIAGRAM PV 5 4/27/2016 (888)-SOL-GTY(765-2489)www.solarcitycom WARNING:PHOTOVOLTAIC POWER SOURCE "• • • Label • • WARNING ' ' WARNING ' Code:Per Code: Per Code: Per NEC 690.31.G.3 NEC ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS • NEC •THE DC CONDUCTORS OF THIS •- • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO :E USED WHEN PHOTOVOLTAIC DC (INV) INVERTERIS _ IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED DISCONNECTCode: NEC ••0 Label Location: Label Location: PHOTOVOLTAIC POINT OF MAXINIUM POWER-_ INTERCONNECTION Code: A D WARNING: ELECTRIC SHOCK POINT CURRENT(Imp)' PerCode: •• •• ' HAZARD.DO NOT TOUCH MAXIMUM POWER��V 690.53BOTH THE LINE AND LOAD SIDE MAXINIUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc)_ POSITION.FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE.BOTH SOURCE CURRENT(Isc)_ AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT - MAXIMUM AC V Label • • OPERATING VOLTAGE WARNING ' Per ..- ELECTRIC SHOCK HAZARD 690.5(C) IFAGROUND FAULT IS INDICATED NORMALLY GROUNDED _. Label L• • CONDUCTORS MAY BE CAUTION UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per ••- SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • WARNING ' Code:Per - Location: ELECTRICAL SHOCK HAZARD _ DO NOT TOUCH TERMINALS 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM 690.64.13.4•, • : IN THE OPEN POSITION CIRCUIT IS BACKFED DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT Label • - • CONNECTION 690.64.13.7 PHOTOVOLTAIC AC DO NOT RELOCATEDisconnect AC DISCONNECTPer Code: THISODEVICERRENTConduit NEC •.0 :. Conduit(D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A 'C)(POI) (LC): Load Center OPERATING CURRENT Per ••. MAXIMUM AC OPERATING VOLTAGE V •• • • Interconnection • 1 1' 1 7' r 1 1 71 3055 M=A r ••• r r r 94402 T:(650) r r r r r r �r • r r .•- • r r r r I r r r i 29 lSet • « • ••r r � r � •r it r r . SdarCity I ®pSolar Next-Level PV Mounting Technology ltt,jSolarGty ®pSolar Next-Level PV Mounting Technology Zep System Components for composition shingle roofs 'y U -roof Leveling Foot srouna zep biDeiock two sdc s�wr) Part No.850-1172 1 'r f e.etag rO°t ETL listed to UL 467 ` Zep Compatible PV Module _ ,`.;`yam-r'''. -._.:°�.•-'� �= -..- Zep Groove - hoof Attachment Comp Mount „ Array skirt - Part No.850-1382 a . Listed to UL 2582 V Mounting Block Listed to UL 2703 pOMPATj Descriptioncum .9—:6-4 PV mounting solution for composition shingle roofs '•�.;a Works with all Zep Compatible Modules °MPP Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from , any manufacturer certified as"Type V or"Type 2" Interlock Ground Zep V2 DC Wire Clip _ UL LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed • Engineered for spans up to 72"and cantileverer u to 2s up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain Array Skirt,Grip,End Caps Part Nos.850-0113,850-1421, ze solar.com zepsolar.com Listed to L 156567 p Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use Specifications are subject to change without notice Patents and Apps zspats corn responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice Patents and Apps zspats corn Document#800-1890-001 Rev A Date last exported November 13,2015 2 23 PM Document#800-1890-001 Rev A Date last exported November 13,2015 2 23 PM Additional highlights, — RS-485 communication Interface j BB (for connection to laptop or data string inverters _ logger) P , 0 6,,, — Integrated Arc Fault Detection and to •kW Interruption(-A Version), iI f ;n" p. ?-^ z Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US ;A!Fm Ilnput side .I Nominal output power 5000W 6000W Maximum output power 5000W 6000W Rated grid AC voltage 208V 240V 277V 208V 240V 277V Ilnput side(DC) Number of independent MPPT channels 2 Maximum usable power for each channel 4000W Absolute maximum voltage(Vmax) 600V __.�-..-_-• -.- `; Start-up voltage(Vstart) 200V(adj 120-350) Full power MPPT voltage range 200-530V Operating MPPT voltage range 0 7 x Vstart-580V J Maximum current(idcmax)for both MPPT in parallel 36A 4 Maximum usable current per channel 22A r Number of wire landing terminals per channel 2 Pairs ....... Array wrong termination Terminal block,pressure clamp,AWG16-AWG6 IOutput side(AC) I - Grid connection type 10/2W Split-0/3w 10/2W 10/2W Split-0/3W 10/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221V-264V 244V-304V 183V-228V 211 V-264V 244V-304V Grid frequency 60Hz Adjustable grid frequency range 57-60 5Hz Maximum current(la m„)Am27Aq_ 23N_ 20Ae, 30Ae— 28Ae, 24Ae_ Designed for residential and small The wide input voltage range Highlights: Power factor >0 995 makes the inverter suitable to low Total harmonic distortion at rated power <2%commercial PV installations,this - Single phase and split phase output Contributory fault current' 36 25 Apk/ 36 5 Pyk/ 31 75 Aok/ 36.25 Ate/ 36 5 Apk/ 31 75 Aok/ inverter fills a specific niche in the power installations with reduced grid connection 25 63A,�,a 25 81A,u,s 22 45<a 25.63AA„a 25 81A�a 22 45AAMS p string size. Grid wiring termination type Terminal block,pressure clamp,AWG14-AWG4 ABB product line to cater for those - Wide input range for Increased Ilnput- 3 The transformerless operation offers Reverse polarity protection Yes installations producing between stringing flexibility. 5kW and 20M high performance efficiencies of up to _ The high speed and precise MDPT Over-voltage protection type Varistor,2 for each channel c PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) 97.1%. algorithm offers real time power !Output I This inverter includes dual input Free remote monitoring capability tracking and improved energy Anti-islanding protection Meats UL 1741/IEEE1 547 requirements Meets UL 1741/IEEE1 547 requirements section to process two strings with available with every installation.This harvesting Over-voltage protection type Varistor,2(L,-Lz/L,-G) Varistor,2(L,-L:/L,-G) independent MPPT. enables homeowners to view their - Outdoor NEMA 4X rated enclosure Maximum AC OCPD Rating 35A 30A 25A 40A 35A 30A P IEfficiency The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 971% algorithm offers real-time power a proactive and economic way of environmental conditions. CEC efficiency 96% 965% 965% 96% 965% 965% trackingand energy harvestin maintaining and troubleshooting the - Integrated DC disconnect switch User interface Graphic display Graphic display 9y g• !Operating performance Flat efficiency curves ensure high system. In compliance with International Stand-by consumption <8Wnms <8%e • efficiency at all output levels ensuring Standards(-S Version). Night time consumption <0 6W_ <0 6wpu, I Communication consistent and stable performance User-interface 16 characters x 2 lines LCD display across the entire input voltage and Remote monitoring(1 xRS485 incl.) VSN7D0 Data Logger(opt) output power range. _Wired local monitoring(1xRS485 incl.) PVI-USB-RS485-232(opt.) I Environmental This outdoor inverter has been Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) -13°F to+140°F(-25°C to+60°C)with designed as a completely sealed unit to derating above 122°F(50°C) withstand the harshest environmental Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) -40°F to+176°F(-40°c to+80°C) Relative humidity 0-100%RH condensing 0-100%RH condensing conditions. Acoustic noise emission level <50 db(A)@1m <50 db(A)@1m Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and productivity 2 Inverter can apply that much current-Breaker will open for abetter worldTM ��,•,• 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD Additional highlights:Solar inverters t, r — RS-485 communication Interface (for connection to laptop or data j logger) I • I — Integrated Arc Fault Detection and Interruption(-A Version) 'f 3.OkW to 4.2kW Technical data and types _ Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US `t AI{, t IMechanical specifications T ' Nominal output power 3000W 360OW 3x00 380OW 420OW Maximum output power wattage 3000 33001 3300' 3600 4000' 40001 3300 4200' 4200' 4200 4600' 46001 1 W W W W W W w _ W W _ W W W Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V 1Input side(DC) ; JNumber of independent MPPT channels 2 2 2 2 u� ) Maximum usable power for each channel 2000W 3000W 3000W 3000W Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(ad) 120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V W " Operating MPPT voltage range 0 7 x Vstart-580V(>-90V) b - vMaximum current(ldcmax)for both MPPT in 20A 32A 32A 32A parallel 1' Maximum usable current per channel _ 10A _ 16A _ 16A _ 16A JJ te t, Maximum short circuit current limit per 12 5A 20 OA 20 OA 20 OA by channel J I) Number of wire landing terminals per channel _ 2 pairs Array wiring termination Terminal block,pressure clamp,AWGI0-AWG4 o I Output side(AC) Grid connection type 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10 10/ Split- 10/ f 2W _ 0/3W 2W 2W 0/3W_ 2W 2W 0/3W- 2W 2W _ 0/3W_ 2W Adjustable voltage range(Vmin-Vmax)(V) 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- - 228V_ 264V _ 304V 228V 264V _ 304V_ 228V 264V _ 304V _ 228V _ 264V _ 304V Grid frequency _ 60Hz _ I Adjustable grid frequency range 57-60 5Hz Maximum current(I.° °J 14.5 145 120 172 160 160 160 160 160 200 200 200 A Power factor A,1M6 _ AA,,,s _ Aa,.,s, � - p`arw - AA"�0.995_& .995 A""s - Acus - A_8 - A_8 - /ws 4 Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid wiring termination type Terminal block,Pressure clamp,AWG10-AWG4 inverters complements the typical time power tracking and Improved — Single phase and split phase output I Input protection devices 1 Reverse polarity protection _ Yes number of rooftop solar panels energy harvesting. grid connection Over-voltage protection type _ Varistor,2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high — Wide input range for Increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility.- (output protection devices I of the property. a consistent and stable performance — The high speed and precise MPPT Anti-islanding protection Meets UL 1741/IEEE1547 requirements Over-voltage protection type Varistor,2(L,-L/L,-G) across the entire Input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A '20A '15A 25Ae, 20Ao, 20A„ 20A°, 20A„ 20A,,, 25A,_ 25A, 25A°„° This Inverter offers a dual input output power range. tracking and Improved energy I Efficiency section that processes two strips The transformerless operation Ives the harvesting Maximum efficiency _969%_ 97% _ 97% _ 97% _ P 9 P 9 9 CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure IOperating performance Tracking(MPPT). The wide Input voltage range makes for unrestricted use under any Night time consumption <0 6W,,,° This is especially useful for rooftop the Inverter suitable to low ower environmental conditions stand-by consumption <aw°„° P Y P P (Communication Installations with two different Installations with reduced string size — Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote monitoring(1xRS485 incl) VSN700 Data Logger(opt) For designed to be a completely sealed Standards(-S Version (Environmental oriented In different directions. ( 9 ) Ambient air operating temperature range _ -13°F to+140°F with derating above 122°F(50°C) example East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F_(-40°C to+800C)_ The dual input sections with environmental conditions Relative humidity 0-100%RH condensing Acoustic noise emission level _<50 db(A)@1 m independent MPPT enable a more Maximum operating altitutde without derating 6560 ft(2000 m)_ Power and productivity optimal energy harvesting condition. AILR It 1 Capability enabled at nominal AC voltage and with sufficient DC power available for a better world TM J1%1P or 2 ABB Solar Inverters I Product Flyer for PVI-3 0/3 6/3 8/4 2-TL-OUTD THE Tr fiamount MODULE TSM-P®05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA @ STC unit:mm Peak Power Watts-Prwx(Wp) (_ 250 l 255 260 j 265 941 - - • — I Power Output Tolerance-Pwx(%) 0-+3 - Maximum Power Voltage-V-(V) 303 f 305 306 1 30 8 Ta eO%aro" I Maximum Power Current-IrePP(A) { 827 837 850 8 61 f ■� n�� • • • I'�/ �? —EP— u, Open Circuit Voltage-Voc,(V) 38 0 38 1 36 2 383 wnui'a,°x«E Short Circuit Current-lsc(A) i 8.79 888 900 '- 910 1 MODULE Module Efficiency (C153 I 15 I 15 9 1 _ 162 STC Irradiance 1000 W/M e',Cell Temperature 25°C,Air Mats AMl 5 accorr ding to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1 o b � O f ELECTRICAL DATA @ NOCT 0 CELL ��� Maximum Power-Pw.x(Wp) 11-- _- - -- 186 1 190 - - f- 193 � 197 {Maximum Power Voltage-v-(V) 280 281 283 1 284 ! t _ _ Maximum Power Current-IMPP(A) I 6 65 I 674 I 684 693 ( MULTICRYSTALLINE MODULE 6e3`"°°"DI'°"°U A A 10 en Circuit Voltage(V)-Voc(VI 35.2 353 6 354 355 ( 1`005.18 nD...— p - .- - - _ `pt WITH TRINAMOUNT FRAME Short irc' tCurrent(A)-!sc(A) Zl0 ^l 717 t - 727 1, 735 NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s 6,2 ,Bg 250-265W i _ Back View MECHANICAL DATA POWER OUTPUT RANGE _ Solarcells Multicrystalline 156 x 156 mm(6 inches) Cell orientation 60 cells(6 x 10) Fast and simple to install through drop in mounting solution �.g Module dimensions 11650 x 992 x 40 mm(64 95 x 3905 x 1 57 Inches) 1 LQ• o Weight 19 6 kg 143 12 lbs) 1 I Glass 13 2 mm(0 13 inches),Hlgh Transmission.AR Coated Tempered Glass ! MAXIMUM EFFICIENCY Backsheet White A-A ( Frame l Black Anodized Aluminium Alloy I Good aesthetics for residential applications I J-Box IIP 65 or IP 67 rated i 0 317o \ Cables Photovoltaic Technology cable 4 0 mm'(0 006 inches'), ti ( 1 1200 mm(472 inches) 1-V CURVES OF PV MODULE(260W) ,Connector H4 Amphenol 4 POSITIVE POWER TOLERANCE WOO ---- -- -- - ---- - Fire Type I UL 1703 Type 2 for solar City Highly reliable due to stringent quality control • Over 30 In-house tests(UV,TC,HF,and many more) 700 As a leading global manufacturer tit t 0 • In-house testing goes well beyond certification requirements °°0 "oaw m° TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic - ✓' • PID resistant I 500 - i products,we believe close a aao TeNominalOperating Cell 44°C(+2°C) Operational Temperature{-40-+85°C Tempererature(NOCT) i cooperation with our partners 30o i - - !Maximum System ' 1000V DC(IEC) zoo Temperature Coefficient of Pr.,sx 1-0 41%/°C I Voltage - 1000V DC(LIQ ' 1s critical to success With local I i presence around the globe,Trina Is 00 Temperature Coefficient of Voc i-0.32%/-C- Max Series Fuse Rating 15A able to provide exceptional service ! o to zo aD 4o s° Coefficient i Temperature Coefient of Isc 0 05%/°C I to each customer in each market Certified to withstand challenging environmental -_ vome°M and supplement our Innovative, ! conditions reliable products with the backing i 2400 Pa wend load WARRANTY of Trina as a strong,bankable 5400 Pa snow load partner We are committed 10 year Product Workmanship Warranty to budding strategic,mutually CERTIFICATION -. beneficial collaboration with 1 e 25 year Linear Power Warranty - ) installers,developers,distributors cul S `a- (Please refer to product warranty for details)_ t and other partners as the U5 0 backbone of our shared success in dnvingSmart Energy Together. i LINEAR PERFORMANCE WARRANTY L= W PACKAGING CONFIGURATIONspa I IF—EEE 10 Year Product Warranty•25 Year Linear Power Warranty `°"P"""r Modules per box 26 pieces w Trina Solar Limited ( i ml00% LModules per 40'container 728 pieces wwwtnnasolarcom a 1 i � Addlfiohal " i o 90% rip SOIOr'g!!near Warrgrrfy • CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT COMPgr�' Tf'InaSOlar 02015 Trina Solar Umited All rights reserved Specifications included in this datosheet are subject to (° THnasolar 60% :_ W change without notice Smart Energy Together Years 5 10 15 20 25 Smart Energy Together naoM9Prp• Trina standard Indusu•standard " i