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HomeMy WebLinkAbout38374-Z r Town of Southold Annex S�pfOl,f� 1/2/2014 P.O.Box 1179 N `mot' 54375 Main Road o • I Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36686 Date: 1/2/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2595 Westphalia Rd,Mattituck, SCTM#: 473889 Sec/Block/Lot: 114.40-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/19/2013 pursuant to which Building Permit No. 38374 dated 10/1/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING DWELLING AS APPLIED FOR The certificate is issued to Cox Sr, James&Cox, Sharon (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38374 12-31-2013 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE 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#: 38374 Date: 10/1/2013 Permission is hereby granted to: Cox Sr, James & Cox, Sharon 2595 Westphalia Rd Mattituck, NY 11952 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 2595 Westphalia Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-10-22 Pursuant to application dated 9/19/2013 and approved by the Building Inspector. To expire on 412/2015. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector 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 oe new use: l. 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. 8. For existing buildings"(prioHo-'-April 9,1957)'`non-conforming uses,or buildings and"pre-existing"land uses: l. 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 lnspector`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- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of.Occupancy-Residential$15.00,Commercial $15.00 Date. i 1 New Construction: Old or Pre-existti.ng Building:D (check one) Location of Property: u� �(c� l A 7 e Sk I� ` `� `1 f�E. �G �; House o. Street (� Hamlet Owner or Owners of Property: a-me<s Suffolk County Tax Map No 1000,:Section .11 Block Lot 2. ` Subdivision :ailed Map. Lot: Permit No. 5 Date of Permit. ' ! Applicant. Health Dept.Approval: Underwriters Approval: Planning Board-Approval: . / e Te �/Request or:q f mporaryaCerttficate• Final Certificate: (check one) . Fee Submitted:$ 50) . a� pplicant Signature �o'of SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richert(aD_town.southo Id.ny.us Southold,NY 11971-0959 ;' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James R Cox Sr Address: 2595 Westphalia Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 38374 Section: 114 Block: 10 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-me SITE DETAILS Office Use Only Residential X Indoor X 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 El Other Equipment: 6.615 KW roof mounted PHOTOVOLTAIC SYSTEM to include 27-Yingli y1245p- 29h panels,1-Power One Aurora PVI 6000 inverter,A/C disconnect(2) Notes: Inspector Signature: Date: Dec 31 2013 81-Cert Electrical Compliance Form.xls cou l0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C C DATE �� .� INSPECTOR qf so�Tyo ` N cou .�(A V � 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) ] ELECTRICAL (FINAL) REMARKS: DATE f h` l INSPECTORS December 18,2013 SolarCity-Long Island RE: Structural Engineering Approval Letter Project: Cox Sr.,James R. 2595 Westphalia Rd. Mattituck, NY 11952 Project#: 119053 To Whom It May Concern, On the above referenced project, SolarCity reviewed the installation that was specified in the plan. The purpose of the review was to verify the installation and their conformance with the specifications and that any modifications were acceptable. After review it is our opinion that the PV panels were installed in general conformance with the plans and specifications for this project, and the installation complies with the provisions of NYS 2010 Residential Code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact the office. Sincerely, � p� F_ 5�4 Abe De Vera, P.E. Civil Engineer 0Digitally signed by Abe De Vera � '�--�` Date:2013.12.18 08:48:41 �846�� Rye -08,00, ARaFEss 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 SOLARCITY.COM AZ ROC 243771, CA C5LB 888 10 4,CO EC 8041, OR CC 180498,TY.TDLR 27006 1 ' FIELD nMI'E N E 'OR" DATA coum ms 04 ro T T *_i.LON(IVTI • V r:.r.�•�.orrrrwr� rr.r.r FOUNDATION(2ND) ROUGH MtANWQ& PLUMBING ci t� IN$ULA.TION M N.Y. H STATE ENERGY CODE a FINAL , ADDxTIONAL COMMENTS C� �. z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 10 20 Storm-Water Assessment Form -rr- Contact: Approved 1,0 f 1 ,20 13 Mail to: Disapproved a/c I) Phone:-S Expiration ,2015—_ m E G' E Building Inspector APPLICATION FOR BUILDING PERMIT SEP 2013 Date , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a�l'Yrfs app ica ion e 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 inspections. (Signa ure of applicant or name,if a corporation) (Mailing address of applicant) �c�jZ3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder A Name of owner of premises �..4rK viz' Co X. ; Is i2l (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. f)—�-\ Plumbers License No. #A Electricians License No. Sl IN—YY\P Other Trade's License No. 1. Location of land on which proposed work will be done: 2595 W 5i p 14ALi/V ,eID House Number Street Hamlet County Tax Map No. 1000 Section ( 14 Block 10 Lot �2 Subdivision Filed Map No. Lot S `I� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �eS: � �,ai n,�� V�pu�-1 Sn�ar env%-e1S 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work oL&{� PANELS (Description) 0 4. Estimated Cost �� , � K�'b Fee ✓ (To be paid on filing this application) ,�k, 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars W 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. F r� 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 ,09. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO__K__Will excess fill be removed from premises?YES NO N(� 14.Names of Owner of premises 4mov,k-CN - S{Z Address ),Cla lest Phone No. (--31 Name of Architect LU\i -Ab F-_I,)E w02o_ Address abS ,p�g�axx `lY' Phone No Cll� V� `- 2P L Name of Contractor­a\er Cc-t� Address Q� g _Phone No.g1 q L( 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO,Y- * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ,J, 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. r�P 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 t'1'� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. I COUNTY OF 64- W 8A-(T ►��4C4/ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AC oo 1 (Contractor,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 before me this pp day of IX4. i 20 Notary Public ignature of Applicant MARGARET M.BOLEN Nohry Public,State of New York No.01804518155 QO1IIf11d In Westchester CCU nty Golf minion Expinn September 30,20L4 . *pf So(/ry� . Town Hall Mnex Telephone(631)765-1802 to 54375 Main Road 1� P.O.Box 1179 G� Q rooer.dchert town Sou o nY us Southold,N'R-11971-0959.... . BUILDING DEPARTMENT TO%W OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ��,�--C, �� Name: License No.: z Address: bra l�✓ �tS 5�1- P: Phone No.: JOBSITE INFORMATION: (*-Indicates-r-equired_informatian)_ . ....._..._........-. - __........__. *Name: *Address: *Cross Street: *Phone No.: Permit No.: . - -7 Tax-Map District: 1000 Section: )1 y . _ Block: /D Lot: 2.2 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) S 1) ar CL A- — ct) -T n pine(-bne evi Lez (Please Circle All That Apply) vu-t�-uS- -,*Is job job ready for inspection: YES/8� Rough in Final *bo-you need a.Temp Certificate: YES! NO Temp Information(if.needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other ;'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additio ai Information: PAYMENT DUE WITH APPLICATION R�I� c, k3 btb B24Request for Inspection Form Q fP/IJP ;, ALL CONS'i:-;�,';;J'ION SHALL >ra' 9 THE REQU1Rc�vcNTS OF THE v k a .e CODES OF NEW YORK STAT . a � u 103 r 3 ° RETAIN STORM WATER RU ! PURSUANT TO CHAPTER 2 .. OF THE TOWN CODE ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. A kCUPANCY OR J� g USE IS CJ IS UNLAWFUL V11THOUT CERTIFICATE ^CCUPANCY A, Na4 J VV W. 04 APPR VE p AS NOTED 3 5 OEM DATE: �� '!' ALE IY� 4 FEE:-— 7C,Z) -C/L1 L.r" - NOTIFY BUILDINC_ "'." -;T�'ENT AT 765-1802 8 AM i,J FOIE THE • FOLLOWING INS, I .-TJNS: COMPLY-�W�,-� 1. FOUNDATIO14 - .) REQUIRED NEW y-Z �� , ALL CODES OF FOR POUREu CC''METE AS REQJR;r`, ..'rE & TOWN CODES 2. ROUGH - FRAMV,,:z & PLU413ING 'ND-CONDITIONS OF s. INSULATION SOt'rNOtD TOWN Z8,4 4. FINAL - CONSTRUCTION MUST BE COMPLETE C.O. scNocD rowN PLANNING WAR) ALL CONSTRUCTION SHALL MEET THE 50UT�lOLD iOW�`;RUSTEE$ REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPO IBLE FOR N.Y.S.DEC DESIGN OR CONSTRL O ERRORS. 0��2g2 aGa,� •O. P�'SohrCity 3055 Clearview way San Mateo,CA.94402 (888)•SOL•CITY(765.2489)I www.solarcity.com July 18,2013 Project/Job# 119053 RE: CERTIFICATION LETTER Project: Cox Sr Residence 2595 Westphalia Rd Mattituck,NY 11952 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and design criteria listed below: Design Criteria: -Applicable Codes= 2010 Building Code of NY State,ASCE 7-05,and 2005 NDS -Roof Dead Load =9.01875 psf(All MPs) -Roof Live Load = 20 psf(All MPs) -Ground/Roof Snow Load= 20 psf -Risk Category=II,Wind Speed = 120 mph,Exposure Category C -Solar modules =As indicated in attached drawings. Note: per IBC 1613.1; Seismic check is not required because Ss = 0.20083 < 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed for loading from the PV system on the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements.After review it was determined that the existing structure is adequate to carry the PV system loading. APPROVED AS N D I certify that the structural roof framing and the new attachments that directly support the gravity loadip tro V modules hay b� reviewed and determined to meet or exceed requirements of the 2010 Building Code of NY Sta�TE' ( (� B•P• •-5� -�- Please contact me with any further questions or concerns regarding this project. FEE: t5�, NOTIFY BUILDING DEPTtiIKiEN7 AT Sincerely, Q�6�1EW 765-1802 8 AM TO 4 Pill FOR T4 'E. OFIr� FOLLOW1. FOUNDATION TIONNG P TWO f.S 1UIWb Abe De Vera, P.E. it " FOR POURED CONCR ..T` Civil Engineer 2. ROUGH-FRAMING,PLUV NG, Main: 888.765.2489,x7526 STRAPPING, ELECTRICAL &C,'{UU< email: adevera@solarcity.com 3. INSULATION 4. FINAL-CONSTRUCTION &E-ECT9ICAL. O MUST BE COMPLETE FOR Q,(D. y� 846 v ALL CONSTRUCTION SHALL ME CT TNC � � P?m s � p90FEso%p�P I�E 0UIREMENTS OF THE C06t CSC OF-LY p Digitally signed by Abe De Vera + Date:2013.07.1815:16:58 PORK STATE. NOT RESPONStJ3LE FO a;.••_ �' T•u t1 AWFUL -07'00' DESIGN OR CONSTRUCTION E0,OKS• 177 Vwd i ' -,: U9 T 0 E RTI ICATE pip L �* �.,,.E�C�'' RICAL 0 07.18.2013 3055 Clearview Way . San Mateo,CA.94402 * + (888)-SOL-CITY(765.2489)i www.solarcity.com Cox Sr Residence - Job # 119053 V: 2 TABLE OF CONTENTS m2s I no 60k �'d~ ORDER# CONTENT ApOSS1O�A� Digitally signed by Abe De Vera Date:2013.07.18 15:1722-07'00' 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure&P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Structural Framing Analysis Note: per IBC 1613.1; Seismic check is not required because Ss=0.20083 <0.4g and Seismic Design Category(SDC) =B < D 1/2-MILE VICINITY MAP i •• 1-0 .• est la Ave • • • • • • attituck • 0 Al la— • 1. ..�.- C'15 fro o _ . •- � � • ••- - '•" C • _ _ .� ,, 2595 Westphalia Rd, Mattituck, NY 11952 Latitude:40.993308,Longitude:-72.544646,Exposure Category:C 07.18.2013 ntTM P'V S pte M Version# 13.5 StructurW Design Software PROJECT INFORMATION Project Name: __Cox Cox Sr Residence AHJ: ---Southold•Town Job Number: 119053 Building Code: 2010 Building Code of NY State System Size: 6.615, kW�PV Svstem Based On: 2006 IB Customer Name: Cox Sr,James R. ASCE Code: ASCE 7-05 Address: _V_ -Rd U-pgrades Req'd? No City/State: Mattituck,__.......NY_ Stamp Req'd? Yes Zip Code - 11952 PV Designer: Chris Rollins,_'___ Latitude: 40.993308 Calculations: Abe De Vera, P.E. Longitude: -72.544646 Reviewer: -Abe-De Vera,,P.E. SC Office: Lon Island EOR:1 Abe De Vera,P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Structure Information Risk Category V ksi5tiqm Type _SQlarCity S[eekMoun m . . . . .. Roofing Material Comp Roof iTikAttkchment5ysten1_ Tile Roofs Only NA Tile Reveal SM Span Only NA standing seam spacinii SM Seam Only NA Roof Slope Rafter_Spa_ci ng 16PO.C. PV System Information Total Number of Modules 27 PV Module Orientation Landscape Spanning Vents --.,--.--No Total Area of Array 475 sf PV Module Width PV Module Length -5.4 ft Attachment Type__-___„ _Comp MountlypeC Minimum Eave End Setback Mi- nummr -Ridge Setback -12-" ­ Tile Spanner Bar Direction SM Span Only NA File Optimal Standoff Y-Spacinij -SM-Span Only, NA PV System Weight PV Module Weight 2.5 psf Hardware Assembly Wei ghtL 0._5 psf Total PV System Weight 3 psf SEISMIC CONSIDERATIONS Seismic Design Criteria (per USGS) Seismic Design Code ASCE 7-05 Latitude—77 Longitude -72.5446 SRA at Short Period Ss 0201 USGS SRA at Is Period Sl 0.055 USGS Soil Site 5-.2- Class---.____._.__." !BQII�Qj ---.— .Seismic Design Category SDC B USGS Seismic Check Required(Ss> No IBC 1613.1 0.4a&SDC 2t D)? CALCULATION OF DESIGN WIND LOADS Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design_Method _____ Basic Wind Speed v- _ 120 mph - _ Fig.6-1 - Exposure Category_. __:_ ._-._ _._.__ .__�� _: Section 6.5.6.3'-- Roof Style _;. __.._ _.._, W_ __. .. —_s_Gable Roof Fig.6-11B/C/D_14A/B _15 ft_ _ _ _'__.-,Section 6 2 Effective Roof Slo a 180 - _ _ 16"O.C. Effective Rafter_Spacing..,--____. . . __ Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 To ra hic Factor Krt 1.00 Section 6.5.7 ___L�9 p _ _ __-- --._-. __._ _ _ __--; _ _ _..� -__ ._. Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor I 1.0 Table 6-1. Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 26.6 psf Wind Zone Interior Zone 1 Design Wind Pressure p p=qh(GCP) Equation 6-22 Wind Pressure Up Pop) -23.3 psf Wind Pressure Down P down 12.0 psf ALLOWABLE ATTACHMENT SPACINGS (IN.) X-Direction Y-Direction Max Allowable Foot Spacing Landscape 64" 39" Max Allowable Cantilever Landsca e _f 24 - NA Max Standoff Tributary Area TribCL 17 sf FV Assembly Dead.Load;_-_-- ----,__ _ _ ,WPV- .- ---• - - ._ _ __ �____.__3_p_sf: __ __-_. -. _- __ _— __ __� Net Wind Uplift at Attachment TCL -374 Ibs Attachment Demand/CapacitV DCRLand 58.7% CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description _AllMPs �60666A oterial 'Comr)Roof 5.0 pAlf.-_ #of Layers 2 We layment Roofing,Paper Plywood S Sheathing -.-..Yes goara-5heathin None --------- Rafter Size and SppLqq% 2 x 6 @ 16 in.O.C. 1.7psf__ None- ,Miscellaneous Miscellaneous Items 0.3 sf ITotal Roof Dead Load 9.01875 psf All MPs) 9.0 sf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member TributaN.Area At ido sf Roof Slope _ 4/12 Tributary Area ReductionR1, 1 Section 4.0 Sloped Roof Reduction R2 I Section 4.9 Edbation,4-2 lReduced Roof Live Load Lr L, L.(Rj)(112) 4 2 lReduced Roof Live Load Lr 20 psf All MPs) 20.0 Psf Ceiling Dead Load Material Load Ceiling Joist Size an 2 x 6 @ 16 in.O.C. 1.7 psf Insulation 1.4 psf Finish 1/2"Gypsum Board 2.2 psf Miscellaneous Miscellaneous Items. 1.7 psf ITotal Ceiling Dead Load I 1 1 7.0 Psf GROUND/ROOF SNOW LOADS ASCE Design Roof Snow Load Criteria Code Ground Snow Load P9 20.0 psf ASCE Table 7-1 Snow' _ Load Reducii o-n_s Allowed?- - ___ No Effective Roof Slope 180 Horiz. froin Eve to Ridge_ --- - -'1"2.7- ft--- - -- Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed- Snow Exposure Factor Ce 1.0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load.(w/ pf'min 14.0 psf 7.3.4'&7.10 Rain-on-snow.Surcharge) Flat Roof Snow Load Pf psf Eq: 7.3-1 14.0 pf= 0.7(Ce)(Ct)(I) pg; pf�: pf-min70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof PS_.0f=(Cs-roof) Pf ASCE Eq:7.4-1 Surrounding Roof 20.0 psf 100% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C,_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS-PV PS-PV= (CS-PV) Pf ASCE Eq:7.4-1 Modules 20.0 psf 1000/0 COMPANY PROJECT WoodWorksOD 3055SolarCity, Inc. Cox SOFit4'ARFfOR{MOOD OFSIGN 3055 Clearview Way Cox Sr San Mateo, CA 94402 Job No. 119053 888-765-2489 MP1.wwb July 18, 2013 12:56 Design Check Calculation Sheet Woodworks Sizer 9.21 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load3 Dead Partial Area No 1.50 14.00 3.00 (16.0)* psf Load4 Snow Full Area Yes 20.00 (16.0) * psf Load6 Dead Full Area No 9.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16'-0.9" 14'-0.7" 0' 1'-6" 15' Unfactored: Dead 134 110 Snow 222 182 Factored: Total 356 292 Bearing: F'theta 667 667 Capacity Joist 3879 1501 Supports 4101 - Anal/Des Joist 0.09 0.19 Support 0.09 - Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 625 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 -Lumber Stud Wall, D.Fir-L Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 16-0.9"; Pitch:4.0/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks®Sizer 9.21 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 47 Fv' = 207 fv/Fv' = 0.23 Bending(+) fb = 1549 Fb' = 1547 fb/Fb' = 1.00 Bending(-) fb = 70 Fb' = 1529 fb/Fb' = 0.05 Deflection: Interior Live 0.66 = L/260 0.95 = L/180 0.69 Total 1.07 = L/160 1.42 = L/120 0.75 Cantil. Live -0.23 = L/82 0.21 = L/90 1.09 Total -0.37 = L/50 0.32 = L/60 1.18 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb'- 900 1.15 1.00 1.00 0.988 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 282, V design = 258 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 976 lbs-ft Bending(-) : LC #2 = D+S, M = 44 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2009),the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks0 3055City, Inc. MP2 3055 Clearview Way Cox Sr SOFIWARf FOR WOOD OFS/ON San Mateo, CA 94402 Job No. 119053 888-765-2489 MP2.wwb July 18, 2013 12:58 Design Check Calculation Sheet WoodWorks Sizer 9.21 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End Load4 Snow Full Area Yes 20.00 (16.0) * psf Load6 Dead Full Area No 9.00 (16.0) * psf Load5 Dead Partial Area No 1.67 11.00 3.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) 13' 10'-11.8" 0' 1'-611 Unfactored: Dead 108 85 Snow 184 143 Factored: Total 292 228 Bearing: F'theta 667 667 Capacity Joist 3879 1501 Supports 4101 - Anal/Des Joist 0.08 0.15 Support 0.07 - Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 625 - "Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x6-1/2") Supports: 1 -Lumber Stud Wall, D.Fir-L Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 13'; Pitch: 4.0/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); FII WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb Woodworks®Sizer 9.21 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2006 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 36 Fv' = 207 fv/Fv' = 0.17 Bending(+) fb = 942 Fb' = 1547 fb/Fb' = 0.61 Bending(-) fb = 70 Fb' = 1529 fb/Fb' = 0.05 Deflection: Interior Live 0.25 = L/545 0.74 = L/180 0.33 Total 0.40 = L/336 1.12 = L/120 0.36 Cantil. Live -0.11 = L/174 0.21 = L/90 0.52 Total -0.18 = L/107 0.32 = L/60 0.56 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 900 1.15 1.00 1.00 0.988 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 222, V design = 199 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 594 lbs-ft Bending(-) : LC #2 = D+S, M = 44 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009),the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALL WORK SHALL COMPLY WITH THE 2010 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, R.C.N.Y.S. BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NTS NOT TO SCALE UL—LISTED LOCATION PROVIDED BY THE OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING PL PROPERTY LINE HARDWARE. POI POINT OF INTERCONNECTION 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED WITH EQUIPMENT GROUND CONDUCTORS AND SCH SCHEDULE GROUNDED AT THE MAIN ELECTRIC PANEL. SS STAINLESS STEEL 9. THE DC GROUNDING ELECTRODE CONDUCTOR STC STANDARD TESTING CONDITIONS SHALL BE SIZED ACCORDING TO ART. 250.166(B) & TYP TYPICAL 690.47. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN ' • „ PV3 STRUCTURAL VIEWS " • - - ' PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES •'- ,J . r PV5 ELECTRICAL CALCULATIONS f Cutsheets Attached 1. THIS SYSTEM IS GRID—INTERTIED VIA A j X UL—LISTED POWER—CONDITIONING INVERTER. ! 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE '� GROUNDED. 4. ALL WORK SHALL COMPLY WITH THE 2006 ICC. 1� I MODULE GROUNDING METHOD: SLEEKMOUNT 5. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. ` - REV BY DATE COMMENTS AHJ: Southold Town 6. ALL ELECTRICAL WORK SHALL COMPLY WITH A�. f" REVA NAME 7/18/2013 COMMENTS THE 2008 NATIONAL ELECTRIC CODE. f UTILITY: Long Island Power Authority (LIPA) on CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER J B-119053 00 �� OWNER: DESCRIPTION: CONTAINED SHALL NOT BE USED FOR THE COX SR JAMES R. COX SR RESIDENCE Chris Rollins �-BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I'I Solarcity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV ArrayPART TO OTHERS OUTSIDE THE RECIPIENTS MATTITUCK NY 11952 ORGANIZATION, EXCEPT IN CONNEC11ON WITH 3055 Cleanlew Way THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE—Z 60 SHEET: REV. DATE San Mateo,CA 9aao2 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ��� PAGE NAME T:(650)638-1028 F.(650)638-1029 PERMISSION of SOLARCITY INC. POWER—ONE AURORA PVI-6000—OUTD—US—Z 6312987333 COVER SHEET PV 1 7/18/2013 (666)-soL-CITY(765-2469)www.eaa<rity. , PITCH: 18 ARRAY PITCH:18 MP1 AZIMUTH:201 ARRAY AZIMUTH:201 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 18 ARRAY PITCH:18 �P���� •D�R�- MP2 AZIMUTH:201 ARRAY AZIMUTH:201 g L MATERIAL:Comp Shingle STORY: 2 Stories I I I I I � Front Of House I = s t 2595 Westphalia Rd i ��p 0846�� ss�o� Digitally signed by Abe De Vera Date:2013.07.1815:18:52 -070 STAMPED AND SIGNED FOR STRUCTURAL ONLY I I I I I Un-Locked Ga LEGEND I I I � Q (E) UTILITY METER & WARNING LABEL , I , I INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC I � EEEI DC DISCONNECT & WARNING LABELS I I I AC DISCONNECT & WARNING LABELS I I I I MP2 Q JUNCTION BOX I � _ I OC DC COMBINER BOX & WARNING 0 In v , I A I DISTRIBUTION PANEL & WARNING � I n- oc ed tat-ea-- L L- s I LOAD CENTER & WARNING LABELS B _ N LC MP DEDICATED PV SYSTEM METER ® CONDUIT RUN ON EXTERIOR AC --- CONDUIT RUN ON INTERIOR A — GATE/FENCE --- INTERIOR EQUIPMENT SITE PLAN N Scale: 1/8" = 1' 01' 8' 16' S J B-119 0 5 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CCONTAINED SHALL ONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER:- COX SR, JAMES R. COX SR RESIDENCE Chris Rollins BENEFIT OF ANYONEO EXCEPT SOLARCITY INC., MOUNTING SYSTEM: jVN� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array SolarCity. PART OTHERS E THE RECIPIENT'S MODULES. M ATTI TU CK N Y 11952 ORGANIZATION, EXCEPTEPT IN CONNECTION WITH �THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE-Z 60 71 3055 gearvlex Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET REV: DATE: San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: 6312987333 PV 2 7 is 2ot3 '(6°)63s-'°28 F:(650)638-1029 POWER-ONE AURORA PVI-6000-OUTD-US-Z SITE PLAN / / ( )-SOL-ClTY(765-2489)xxx.solarcity.a«n PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S2 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. SIDE VIEW OF MP2 RAFTER: (E) 2x6 @ 16" O.C. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH B NTS CEILING JOIST: (E) 2x6 @ 16" O.C. (2-1/2" EMBED, MIN) BOLT & WASHERS. RIDGE: (E) 2x8 RIDGE BOARD (E) RAFTER MAX SPAN: 10'-7" MAX STANDOFF DISTANCE: 64" O.C. 1 STANDOFF pF wY S i E.Scale: 1 1/2" = 1' 2 0846a�' PV MODULE A9o�ESS�ptaP 5/16" BOLT WITH LOCK INSTALLATION ORDER Digitally signed by Abe De Vera & FENDER WASHERS LOCATE RAFTER, MARK HOLE S 1 Date:2013.07.18 15:19:53 -o7'ao' ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. '-6' 13'-6" (E) COMP. SHINGLE (4) PLACE MOUNT. (E) LBW (1) (E) ROOF DECKING (2) ( ) INSTALL LAG BOLT WITH SIDE VIEW O F M P 1 RAFTER: (E) 2x6 @ 16" O.C. 5/16" DIA LAG BOLT (5) 5 SEALING WASHER. A CEILING JOIST: (E) 2x6 @ 16" O.C. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH NTS RIDGE: (E) 2x8 RIDGE BOARD (2-1/2" EMBED, MIN) BOLT & WASHERS. MAX SPAN: 13'-6" (E) RAFTER STANDOFF MAX STANDOFF DISTANCE: 64" O.C. S2Scale: 1 1/2" = 1' CONFID J B-119 0 5 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: ,, CONTAINED SHALL HALL NOT BE USED FOR THE im NUMBER COX SR, JAMES R. COX SR RESIDENCE Chris Rollins 'w�SolarCity. BENEFIT OF ANYONE EXCEPT SOLARgTY MOUNTING SYSTEM: � NOR HALL IT BEEDISCLOSEDEXCEPT IN WHOLEARCIT INC.,IN ., Comp Mount Type c 2595 WESTPHALIA RD 6.615 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MATTITUCK, NY 11952 3055 CIearAew Way THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE—Z 60 HEEL REV: pp� San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T:(650)bon Mat 8 CA 944 638-1029 PERMISSION of soIaRGITY INC. POWER—ONE # AURORA PVI-6000—OUTD—US—Z 6312987333 STRUCTURAL VIEWS PV 3 7/18/2013 (888)—SOL—CITY(765-2489)www.sclarcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:Square D Inv 1: DC Ungrounded INV 1 —(1)POWER—ONE ## AURORA VI-6 00—OUTD—U —Z BEL: A —(�7)YINGLI # YL245P-29b YGE—Z 60 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:75 058 383 Tie—In: Supply Side Connection Inverter; 60tlOW, 277V/40V/208V, 96.5��96.5ON% PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, ZEP Enabled INV 2 Voc: 37.8 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN SERVICE PANEL E� 100/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING CUTLER—HAMMER Disconnect CUTLER—HAMMER I 5 DO Disconnect 4 POWER—ONE DC+ NOT ADJUST MIN.ACTIVATION MLTAGEB35A AURORA PVI-6000—OUTD—US—Z DC- 1SMng(s)Of11 OnMP 1L114ov r---------------------- ------------A C — ----------------- I 2P ADJUST MIN.ACTIVATION V LTAGE 10OA/2P B GFP/GFCI DC+ I N DC- I 3(E) LOADS GND _ ____ GND _—_ _EGC/ __ DC+ 2 String(s)Of 8 On MP 1--------- - — -- GEC3) N❑ DC-GND __ EGC --------------------- -------- I I I (1)Conduit Kit; 3/4'PVC, Sch. 40 N I I I p I z z I � I GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I —I— 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. I (1)Ground Rod; 5/8'x 8', Copper R (I)CUTLER—HAMMER#DG222NRB a (1)AMPHENOL A H4YX —(2)ILSCO f IPC 4/0-#s v Disconnect; 60A, 240Vac, Fusible, NEMA 3R AC Y Branch Connector, H4, Female DC Insuh,ion Piercing Connector, Main 4/0-4, Top 6-14 —(1)CUTLER—�iAMMER�DG10ONB —(1)AMPHENOL g H4YY SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground/Neutral Kit; 60-100A, General Duty(DG) Y Branch Connector, H4, Male S AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. —(1)ClassRR Fuse Kith DS76FK —(2)FFuseZA2MO R35R PV BACKFEED DCP 3SHV Class C (1)CUTLER—HAMMER#DG222URB Disconnect; 60A, 24OVac, Non—Fusible, NEMA 311 —(1)CUTLER—LIAMMER 8 DG10ONB Ground eutral it; 60-100A,General Duty(DG) 1 AWG 16,THWN-2, Black TIJ' 1 AWG#8, THWN-2,Black 2 AWG#10, PV WARE, Black Voc 302.4 VDC Isc =17.26 ADC (2)AWG#10, PV WIRE,Black Voc =415.8 VDC Isc =8.63 ADC O (1)AWG 16, THWN-2, Red ®IQ{—(1)AWG#8, THWN-2, Red O (1)AWG J6, Solid Bare Copper EGC Vmp =241.6 VDC Imp=16.22 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =332.2 VDC Imp=8.11 ADC (1)AWG 16, THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC (1)AWG g10. THWN-2, White NEUTRAL Vmp =240 VAC Imp=28 AAC 7(1)6WG .. .. .N. .. ... .. .. . Solid Bare Co er. CEC 1 Conduit Kit; 3 4 PVC Sch. 40 —(1 AWG/l?.........,pp,,.. .,.. -(.) ....,_. ../ 4 .... . .... ......... ),, ,ge,,THWN-2,.Green .. EGC/GEC, (1)Conduit_Kit;.3/4'.PVC,.Sch, 40..., (4 AWG y10, PV WIRE,Black Voc =302.4 VDC Isc =8.63 ADC O LEI (1)AWG J6, Solid Bare Copper EGC Vmp =241.6 VDC Imp=8.11 ADC . . .. . ... .... .. . . .... ........ .. .... . . ...... .... .. . ....... .... .. .. J B-119 0 5 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: 01 CONFlDENDIAL— THE INFORMATION HEREIN Ioe NUMBER COX SR, JAMES R. COX SR RESIDENCE CONTAINED SHALL NOT E USED FOR THE Chris Rollins NOR BENEFIT OF ANYONE EXCEPT SOLWHOLE INC., MOUNTING SYSTEM: I�' SolarCit]. NOR SHALL IT BE DISCLOSED IN WHOLE�IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES M ATTI TU CK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE—Z 60 3055 gearvlew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET REV DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. INVERTER: 631298733329 PV 4 7 �s 2ot3 (888)(SOL)CI38 1028 4.(650)638-110ty.com POWER—ONE AURORA PVI-6000—OUTD—US—Z THREE LINE DIAGRAM / / 62Q 1. Conductor must hperave Art deg. ELECTRICAL CALCULATIONS a. Conductor must have 30 deg. C ampacity >= 125% of continuous current. Module: 27 Yin li YL245-29b YGE-Z 221.6 Inv Power WPTC b. Conductor must have after corrections for conditions of use) >= Voltage Drop Calculations Version 5_8.0 continuous current per Table 310.16. Inverter 1: 1 Power-One PVI-6000-5 0.965 6000 5773.79 Vdrop= (imp) * 2'Length)* Resistance / (Vmp) Module: Im A Max.Length ft Wire Inverter 2: String: 8.11 80 AWG_10 at Max Ave Hi:86 deg F C. Evaluate conductor temperature at terminations per 110.14(C). Module: Vdrop= 8.11 160 0.001240hms / 217.6816 0.54 Ampacity of wire derated for conditions of termination must be >= Inverter 3: Branch: 16.22 50 AWG_10 at Max Ave Hi:86 deg F continuous current 1.25. All string terminations are rated at 90* C. Module: Vdrop= (16.22 *100 *0.001240hms) / 217.6816 0.92 Total volts a dro in DC conductor s= 1.46 ------------------------------------------ Inverter 4: Inverter: 8.11 20 AWG_8 at S= 2. OCP Sizing per Art 690.8(B)(1) Vdrop= (8.11 "40 0.000780hms) 240 V 0.10543 a. Round up t0 next size per Art 240.4(B) Total: 27 Modules Total Inv Pwr: 6000 15773.79 PTC Combined. 0 0 at 240V ------------------------------------------- Photovoltaic Module Electrical Specifications: Total STC:l 6615 Vdrop= (0 *0 Ohms) / 240 V 0 3. Conductor Sizing per Art 690.8(A) Voc: 37.8 V deg F deg C a. Conductor must have 30 deg. C ampacity >= 125% of continuous Vmp: 30.2 V Record Low Temp: 5 -15 Total voltage drop in AC conductors= 0.11 current. Isc: 8.63 A Max Average Hi Temp:l 86 130 Total voltage drop in AC and DC conductors= 1.57 Imp: 8.11 A Record Hi Temp:189 132 b. Conductor must have (after-corrections for conditions of use) >= Tvoc: -0.12474 V/deg C continuous current per Table 310.15(B)(16). Tisc: 5.176 mA/deg C String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Type A 1 way wire length: 50 Power-One PVI-6000-S 2 strings per branch 1 1 strings per branch 2 C. Evaluate conductor temperature at terminations per Art 110.14(C). Voc Correction Factor:Inverter Min Vdc Input: 120 Ampacity of wire derated for conditions of termination must be >= 8 Yingli YL245-29b YGE Z Min Vmp at Max Temp: 217.68 8 modules per series string 11 modules per series string continuous current*1.25. All branch terminations are rated at 75* C Voc= 241.4 Max Voc at Min Temp: 342.32 Voc= 241.4 V Voc= 332.2 V min. Vmp= 241.6 Inverter Max Vdc Input: 600 Vmp= 241.6 V Vmp= 332.2 V Isc= 8.63 Max String Size: 14 Isc= 17.26 A Isc= 8.63 A ------------------------------------------ Imp= 8.11 Imp= 16.22 A Imp= 8.11 A 4. OCP Sizing lcont=l 10.79 Art 690.8(A)(1) 1-way wire length: 80 Icont-- 21.58 A Icont- 10.79 A Art 690.8(A)(1) a. Round up to next size per Art 240.4(B) 1.a Conductor. AWG_10 PV Wire 2.a Conductor 1: AWG_10 PV Wire ------------------------------------------ Conductor 2: AWG_10 PV Wire 5. Conductor Sizing per Art 690.8(A) Icont*1.25=(Amps) 13.48 Conductor 1 Conductor a. Conductor must have 30 deg. C ampacity >= 125% of continuous 30 deg C ampacity= 40 Icont*1.25=(Amps) 26.97 13.48 1.b Icont=(Amps) 10.79 30 deg C ampacity= 40 40 Current. Start ampacity 40 2.b Icont=(Amps) 21.58 10.79 Temperature derate(%=F) 0.71 Start ampacity 40 40 b. Conductor must have (after corrections for conditions of use) >= Conduit fill derate(%_#) 1 Temperature derate(%=F) 0.76 0.76 continuous Current per Table 310.15(B)(16). Derated ampacity 28.4 Conduit fill derate(%_#) 0.8 0.8 1.c Derated ampacity 24.32 24.32 c. Evaluate conductor temperature at terminations per Art 110.14(C). Icont*1.25=(Amps) 13.48 2.c Term 1 Term 2 Ampacity of wire derated for conditions of termination must be >= Ampacity 40 Temptable 75degC 75degC Icont*1.25=(Amps) 1 26.971 26.97 continuous current*1.25. All inverter output terminations are rated at 1.d Icont*1.25=(Amps) 13.48 Ampacity 1 351 35 75* C. OCP Size= 15 ------------------------------------------- Inverter Type A Output 2.d OCP Size 1 301 15 6. OCP Sizing Power-One PVI-6000-5 1 way wire length: 10 ft Combined Inverter Output a. Round up to next size per Art 240.4(B) Icont= 28 JA Art690.8(A)(1) Service Voltage= 3.a Icont*1.25=(Amps) 35 Art 690.8(B)(1) Total Inverter Powe­ 1 way wire length= 0 7. Conductor Sizing per Art 690.8(A) OCP Size= 35 Art 240.E A Icont=#of inverters*max inverter current Art 690.8(A)(1) g p 3.b Conductor: AWG_8 THWN-2 at 90 deg C:Table 310.16 Icont=(Amps) a. Conductor must have 30 deg. C ampacity >= 125% of continuous Icont*1.25=(Amps) 4.a lcont*1.25=(Amps) Art 690.8(B)(1) Icont s) 35 Current. OCP size= Art 240.6(A) 30 deg C ampacity=(Amps) 28 55 4.b Conductor: THWWN-2 at 90 deg C:Table 310.16 3.c b. Conductor must have (after corrections for conditions of use) >= Start ampacity 55 30 delcont C a =(Amps) Continuous current per Table 310.15(B)(16). Temperature derate(%=F) 0.91 lc deg C ampacity= Conduit fill derate(%_#) 1 4.c Start=(Amps) Derated ampacity 50.05 Start ampacity c. Evaluate conductor temperature at terminations per Art 110.14(C). Temperature derate(%=F) Ampacity of wire derated for conditions of termination must be >= 3.d Icont*1.25=(Amps) 35 Conduit fill derate(%_#) continuous current*1.25. All inverter output terminations are rated at Ampacity so Derated ampacity 75* C min. 4.d Icont*1.25=(Amps) Ampacity J B-119 0 5 3 0 0 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL A THE INFORMATION HEREIN toe LIMBER: COX SR, JAMES R. COX SR RESIDENCE Chris Rollins CONTAINED SHALL NOT BE USED FOR THE 40- BENEFIT BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array /09, SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: MATTITUCK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE-Z 60 71 3055 Clearvfew Way San Mateo,CA 94402 SOLARGTY EQUIPMENT,WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET. REV DAIS T.(650)638-1028 F.(650)638-1029 PERMISSION OF SOLARGTY INC. POWER-ONE # AURORA PM-6000-OUTD-US-Z 6312987333 ELECTRICAL CALCULATIONS PV 5 7/18/2013 (888)-SDL-CITY(765-2489)www.solarcity.com -SolarCity SleekMountT"" - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and \ 1� Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL `listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 � mounting clamps,combined with the addition / _ ®2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 n y appealing y as"Grounding and Bonding System" ��` �' 3® insert Comp Mount flashing under upper to a more visual) a ealin system.SleekMount g g y utilizes Zep Compatible TM modules with •Ground Zep UL and EiL listed to UL 467 as � layer of shingle strengthened frames that attach directly to grounding device Zep Solar standoffs,effectively eliminating the ® Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance V Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions --"' Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module a Components 19 5/16"Machine Screw �e Leveling Foot Lag Screw Comp Mount Comp Mount Flashing D o�� USTE ®�®SolarCity© January 2013 "<�a%e� �`�'/ U` D ®®Q`�Ola�'tyo January 2013 YL250P-29b <= ---� '%YGJ0r* E - ZYL245P-29b YGE - Z CELL SERIES CELL SERIES YL24013-29b YIN*1S.01LAR �� Powered by YINGLI YL235P-29b ✓ ELECTRICAL PERFORMANCE YL230P-29b U.S.Soccer Powered by Yingli Solar Electrical parameters at Standard GENERAL CHARACTERISTICS _.- type Module I YL250P-296 YL245P 296 YL240P 296•YL235P 296°YL230P-29h Dimensions(L/VJ/H) 64.96m(1650 mm)/38.98 in(990 mm)/ Power output P...I W I 250 245 I 240 235 ��� 230 1 1.81 in(46 mm) Power output tolerances AP...f W -0/+5 Weight 45.2 lbs(20.5 kg) • Ideal for residential Module efficiency rill 15.3 1 15.0 14.7 14.4 14.1 and commercial a lications where cost savin s Vokageat R... - Vm V II 30.4_I 30..2 29.5 29.5- I, 29.5" p� g r Current atP Im..l A ;I 8.24 8.11 e.14 7.97 7.80 PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Opencircuitvoltage V.. V 38.4 37.8 37.5 37.0 „ 37.0 Number ofmodules per pallet 22 Short-circuit current 'i I. 9 A 8.79 8.63 8.65 8.54 8.40 Number of pallets per 53'contain 36 STC:1000W/m'irradiance,25°C cell temperature,AM1.59 spectrum according to EN 60904-3 - r' -- • - 1 Average relative efficiency reduction of 5.0%at 200W/m'according to EN 60904-1 Packaging box dimensions(L/W/H) 67 in(1700 mm)/45 in 0150 mm)/ 47 in It 190 mm) b Lower balance-of-system costs With Zep Electricalparameters at Nominal Operating C-ll Temperature • Box weight 1076 Ibs(488 kg) i Compatible frame. Power output P_ W 181.1 177.9 ;; 174.3_ 170.7 167.0 ►Reduce on-roof labor costs by more than 25%. Voltage at P. Vm v 27.6 27.2 26.6 ! 26.6 26.6 Units:inch(mm) Current at P�... j;I. I A j 6.56 � 6.54 �I� 6.56 I;I 6.42 I 6.29 ►Leverage the built-in grounding system- I 38.9s(990 Open-circuit voltage V« V I, 35.4 34.5 34.2 33.8 33.8 if it's mounted,it's grounded. - - --I --- 136.85(936 1.81(46) \\� Short-circuit current 1. A 7.12 6.99 7.01 6.92 ,I 6.81 ►Lower your parts count-eliminate rails,screws, mounting clips,and grounding hardware. NOCT:open-circuit module operation temperature at 800W/m'inadmnce,20•C ambient temperature,t rrswind speed m THERMAL CHARACTERISTICS ►Design and permit projects easily with access Nominal operating cell temperature iNocrl •c 46+/-2 to layout calculator and stamped drawings. Temperature coefficient of P,... V -0.45 Met "REM111111111111111l Temperature coefficient of V.. ;, i YJ°C-', -0.33 ►Lower installation costs with savings across Temperature coefficient of b. ! eu W-C 1 0.06 Grounding holese and labor. ! ° 6 uo.236(6) equipment Temperature coefficient of V,.,, ,I bv.w; °C -0.45 Minimize roof penetrations while maintaining a I � $ 1 the system's structural integrity. ® OPERATING CONDITIONS ►Invest in an attractive solar array that includes Max.system voltage 60Dvoc Mounting holes 4-0.256xO.315(6.5x8) a black frame,low mounting profile,and r Max.series fuse rating 15A aesthetic array skirt. Limitingreverse current c �rr 15A Drainage holes ►Increase energy output with flexible module Operating temperature C, -40to194°F(-40to90•C) - 80.12x0.315(3x8) layouts(portrait or landscape). pera g pera range ry ZEP • Max.static load,front(e.g.,snow and wind) 4 50 psf(2400 Pa) 3.94(100) 1 Trust in the reliability and theft-resistance of Max.static load,back(e. ' the Zep Compatible- stem. (e.g., 50psf(24DOPal 047(12) p p y I Leading limited power warranty'ensures Hailstone impact 1 in(25 mm)at 51 mph(23 m/s) I 91.2%of rated power for 10 years,and 80.7% ; \ of rated power for 25 years. ; AC SOLUTION OPTION ____.-_---- -_--.-_--__-- ----'-_-- CONSTRUCTION MATERIALS [iel Front cover(materiaVtype/thickness) k Lw-irn glass/tempered/3.2 mm5EC110N C-C The YGE-Z Series is now available as 10-year limited product warranty. 3 I Glaamay have anti-aflevvecnasng 1 r an En phase Energized-AC Solution. I i enphase pCell 60/polysilicon/mulfctystAline/ This solution delivers optimum --- - area/#of busbars) 156 mm x 156 mm/243.3 cm'/2 or 3 `In compliance with our warranty terms and conditions. 7.38(35) performance and integrated intelligence. Encapsulant(materia8 elylenevnylaceeam(EVA) -_ The EnphaseM215-ZZep Compatible Microinverter Frame(material/color) ! Anodized aluminum alloy/black IryQ Warning:Read the Installation and User Manual in its entirety is designed to connect directly into the Z Series module • Junction box(protection degree) IP65 + before handling,installing,and operating Yingli modules. groove,eliminating the need for tools or fasteners- Cable(type/length/gauge/outside diameter) PVWire/43.31in(1100 mm)/12AWG10.244in(6.2mm) all with one easy step. UL 1703 and ULC 1703,CEC,FSEC,ISO 9001:2008, Plug connector I Amphenol/H4/IP68 our Partners I50 14001:2004,BS OHSAS 18001:2007,SA8000 (manufacturer/typa/protectfon degree) -- O - The specifications in this datasheet are not guaranteed and are subject to change without prior notice. uag.++v'� � P 9 1 9 A 1i CERT This datasheet complies with EN 50380:2003 requirements. ust¢e Intelligent real-time � wntowuac n `--:.✓l age .-.: monitoring at the system 4400 and module level with - -- ------ --- ® Enlighten. Yingli Green Energy Americas,Inc. -� info®yingliamericas.com Tel:+1 (888)686-8820 YIId*Iso LAR YINGLISOLAR.COMMS NYSENGE YINGLISOLAR.COMNS I Yingli Americas s ®Yingli Green Energy Holding Co.Ltd. 1 YGEZ60CeIISedes2012_EN 207206 V01 U.S.Soccer Powered by Yingli Solar �1 poorer-one=Renewable Enefgy 5010on AURORA s DATA r r r ® . .t t o Nominal Output Power W 5000 I 6000 Maximum Output Power W 5000 6000 Rated Grid AC Voltage V 208 1 240 1 277 208 240 1 277 Input Side(DC) Number dent PT ® Y I��®®® �� e Maximo of Usable Power for Each harms 2 2 Maximum Usable Powerfor Each Channel W � 4000 4000 'Z..... �.�.'`���`-�a �� • Absolute Maximum Voltage(Vmax)_-_ _ V_ 1 _ 600 600Sta __— PVI-6000 TL Full Power ge TVotart)e V 1 200 (0j.530350) 200 (0j-530350) � Full Power MPPT Voltage Range � V 200-530 200-530 Operating MPPT Voltage Range — --A __V _ 0.7xV_start-580 _ __ 0.7xVstart-580 PT Maximum Current(ldcmax)for both MPInParalle — A _ 36 _ 36 Maximum Usable Current per Channel A 18 18 ? Maximum Short Circuit Current Limit per Channel A 22 22 GENERAL SP ECIFICATIONS Number of%ire Landing Terminals Per Channel 1 _ 2Pairs 2Pairs _ OUTDOOR [V 1 O D E L S Array WiringTermination Terminal block,Pressure Clamp,AWGB-AWG4 I Out utp Side(AC)' Grid ConnectimnType — 10/2W Split-0/3W 10/2W 10/2_W__I_Split-0/3W I 10/2W I' AdjustableVoltage Range(Vmin-Vmax) V 183-228 211-264 244-304 183-228 211-664 244 304 I Grid Frequency Hz 60 60 Adjustable Grid Frequency Range Hz 57-605 57-60.5 C Maximum Current(lacmax) Am_ _ 27 _I 23 1_ 20 30 1 28 1 _24 Power Factor __ _ _ >0.995 >0.995 Total Harmonic Distortion At Rated Power % <2 <2 ned fOrdeSldentlal-and small commercial.PV.InStallatlOnS,�thi5 II Contributory Fault Current- A,JA— I 36.25/25.63 36.5/25.81 1 31.75/22.45 36.25/25.63 1 36.5/25.81 1 31.75/22A5 !Designed Ii Grid Wiring Termination Type ) Terminal block,Pressure Clamp,AWGB-AWG4 inverterfills a specific niche in the Aurora•product line to cater for 1 �j i ¢ProtectlonDevices .,_—_ _-__ Y• __`_ _' _—_ _,_�"_�_ _______ �_. those Installations,producing between'SkW and 20kW. Ir Input _ Reverse Polarity Protection _ Yes Yes Over-VoltageProtectionType __ _ Varistor,2 for each channel Varistor,2 for each channel This inverter has all the usual"Aurora benefits,,Including dual input Pre start-up Riso and dynamic GFDI Pre stan-upRiso and dynamic GFD1 PV Array Ground Fault Detection Requires Floating Arrays) I _ (Requires Floating Arrays) section'to,process two strings with independent'MPPT,,high speed - - Output and-precise-,MPPT,algorithm for.real-time power tracking and` s. _Anti-IslandingProtection _ _ MeetsUL1741AEE1547requirements Meets UL 1741/IEE1 547 requirements over-voha"-proteaionT——e v�an-_or,2(i,_Lz/L,-G) —_ vari5tor,2=(L,-L,/L,_G_) energy-harvesting,_as well•as,transformerless operation for high 30 ___ _ __ 35 30 Maximum ACOCPD Rating --performance effciencies,ofup to 97.1%. Eaency Maximum Efficiency 97.1 97.1 -T— 1 t _ ! yi CEC Efficiency -- % 96 965 96.5 96 7 965 1 965 Thewide input Voltage,range.makes-the`inverter-suitable;toilow I+s si o eratingPerformance Ti power installations-with,reduced string size.This;outdoor inverter j 1,m I Stand-by Consumption Wwu -L __ <8 —_ <a has:6een designed.as a•completely-sealed unit to withstand the Nighttiimeconsumption Wa <0.6 <0.6 F ommumc !on,_ ` ;harshest environmental conditions. �c User-Interface 16 characters x 2 lines LCD display Remote Monitoring(1xR5485 incl.) _ AURORA-UNNERSAL(opt.) _ 485 m _Wired Local Monitoring(IXRS d.) PVI-USB R5485 232(opt.),PVI DESKTOP(opt.) j Wireless Local Monitoring _ PVI-DESKTOP� (opt)with PA-RADIOMODULE(opt) Suila"h&NimG Boy Envlronmental ?-�Ambient Air Operating Temperature Range ,i °F(°C) 13to+140(-25to+60) R -13 to+140(-25 to+60) with deratinoabove122(RO) Ambient Air Storage Temperature Range F(°C) -40 to 176(-40 to+80) r -40 to 176(-40 to+80) Relative Humidity %RH 0100 condensing 0-100 condensing Features Acoustic Noise Emission Level db(A)@tm <50 _ <50 _ Maximum Operating Altitude without Derating I ft(m) 6560(2000) 6560(2000) Mechanical5 edfications - �I Enclosure rating NEMA 4X NEMA 4X •-EacIWriverter is set on specific grid.cocles which can'be selected in the field• cooling _ Natural Convection Natural Convection Dimensions(HxWxD) In(mm) 41.4x12.8x8.6(1052x325x218) •Single;phaseoutput Weight lb(kg) <59.5(27.0) <59.5(27.0) •Dual in ut seations.with independent MPPT allows optimal crier harvesting from two sub-arra s.oriented shipping weight __ _ Ib(kg) va(3s.a) __ <7a(3s.a) P P P 9Y'" 9 y• Mounting System L _ Wall bracket Wall bracket In different directions Conduit Connections Trade Size Kos:(2ea x 1/21 Trade Size Kos:(tea x 112") •Wide input range - - and(tea x 1-1/4,3 places side,front,rear) and(tea x 1-1/4,3 places side,front,rear) DC Switch Rating-(Per Contact) AN 25/600 _^ _— 25/600 e.Hid h speed and;precise MPPTalgorithm:for•real time powertracking and,im proved.energy harvesting • F,lat.efficien curves ensure hi h efficient at all output levels ensurin consistent and stable performance IS�obt n Level _ Transformerless(FloatingArray) Transformedess(Floating Array)____ cy g Y P g p — _._—._ .--- ----- - - — r - Y -- across the entire,input voltage and outpurpower range Safety and EMC Standard UL1741,CSA-C221N.107.1-01 UL1741,CSA-C221N.107.1-01 Safety Approval CSA _ CSA _ e Outdoorendosure.for unrestricted use.underanyenvironmental.cond,itions arraniy' • RS-485 communication interface.(for connection to laptop or'datalogger) Standardwarranty years 10 10 •Compatible with PVI-RADIOMODULE for wireless communication with Aurora.PVI-DESKTOP Extended warrantylsazo _I _ 15B20 _! _ [Available Mo'd'els Sta_ndard-With_DC Switch-Floating Amy J L PVI-5000OUiD-US PVI-6000-OUTD-US --- --- •AB data is subjectto changewithout,wtim • • "Inverter an app"at much current-Breaker will open ,•, • ' CSA Certificate of Compliance Certificate: 1841082 Master Contract: 173688 Project: 2550432 Date Issued: August 20,2012 Issued to: Power-One,Inc 740 Calle Plano Camarillo,CA 93012 USA Attention:Robert White The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C'and 'US'for Canada and US or with adjacent indicator 'US'for US only or without either indicator for Canada only. icpIssued by: Brij Aggarwal,P.Eng. C US PRODUCTS CLASS 531109 -POWER SUPPLIES-Distributed Generation Power Systems Equipment CLASS 531189 -POWER SUPPLIES-Distributed Generation-Power Systems Equipment -Certified to U.S.Standards Utility Interactive Inverter,Models PVI-6000-OUTD-US,PVI-6000-OUTD-US-W and PVI-5000-OUTD-US, permanently connected. Notes: 1. All above models in this series may include expansion board with wireless antennae option and will be identified with model designation including"—Z"suffix at the end. 2. For details related to rating,size,configuration,etc.reference should be made to the CSA Certification Record,Annex A of the Certificate of Compliance,or the Descriptive Report. DQD 507 Rev.2012-05-22 Page:I