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(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) . Permit #: 39527 Date: 2/6/2015 Permission is hereby granted to: Corbley, John & Corbley, Susan 680 Mason Dr Cutchogue, NY 11935 To: construct a roof mounted electric solar panel system; placement of mechanicals to meet the FEMA requirements; Flood permit included At premises located at: 680 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 104.-7-3 Pursuant to application dated 1/30/2015 To expire on Fees: 8/7/2016. and approved by the Building Inspector. SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $300.00 4/4-1-� Building Inspector TOWN OF SOUTHOLD ��$uFFnEK BUILDING DEPARTMENT 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 #: 39527 Date: 2/6/2015 Permission is hereby granted to: Corbley, John & Corbley, Susan 680 Mason Dr Cutchogue, NY 11935 To: construct a roof mounted electric solar panel system; placement of mechanicals to meet the FEMA requirements; Flood permit included At premises located at: 680 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 104.-7-3 Pursuant to application dated 1/30/2015 To expire on Fees: 8/7/2016. and approved by the Building Inspector. SOLAR PANELS $50.00 ELECTRIC $100.00 CO - ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $300.00 4/4-1-� Building Inspector p -TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined (o, 20 /I— Approved G 20 t 5 Disapproved a/c Expiration S' A 20� BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. D, �( JAN 2 9 2015 A1111 BLDG. DEPT. TWfN OF SOUTHOLD ` Building Inspector ector Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C\O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to:cclAr- GI° as VV\&Vt ' Pt -Lo & 5L. c -- C Phone: "'4'10 " ( � ct--;5i�4z�-rev CATION FOR BUILDING PERMIT Date '� , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application 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. C�y-� (Signature of applicant or name, if a corporation) FLOOD VIA s4ktol �_ELECTRICAL A q&"W10t) l~ C LY WITH CHAPTER 149 lNglitECl'erE® State win 5'r applicantfJ-gt i�T �Velg� Mal iT , 'ai l� ' uilder Ff rat'71FEE: I YU .• BY A :FIFY 111111 P1!C1 BEPARTME�ff AT ii_1 765-1802 8 AM TO 4 PM FOR THE Name of owner of premises .� �rJ e FOLLOWING INSPECTIONS: (As on the taxi 1 or lalesf&i d)ATiON - TVVO REQUIRED If applicant is a corporation, signature of duly authorized officer FOR POURED CO, F0,'7 ��a""ug i,-1) ` f.= a �'tinV. : 2. ROUGH - FRAMING, PLUME!NG, I) ,� .a. , t .F wt, r , ll STRAPPING, ELECTRICAL & CAULKING (Name and title of corp orate oTacer:)� s �. g 163 € a l n Iq. n 1 INSULATION Builders License No.)-_(" b g b ' ��°l� `,- 4. FINAL CONSTRUCTION & ELECTRICAL Plumbers License No. •;f'.f�:c«J` a£=j :ra:�PL MUST BE COMPLETE FOR C.O. Electricians License No. ° ` ° ` " ALL CONSTRUCTION SHALL MEET THE `�'r' '3 ";',t `� REQUIREMENTS OF THE CODES OF NEW Other Trade's License No._i .°�' x'y<% T YORK SATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. land on which proposed wqzl� wili:be.done . <..s House Number Street Q� WE County Tax, Map No. 1000 Section � � Block" Lot , q3f' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work d-- MD0Ak SD\4- 4 1A e- I( (Description) 11 Estimated Cost 19 , �—Qk.'1 "�— Fee (To be paid on filing this application) Number of dwelling units on each floor 5. If dwelling, number of dwelling units 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 Height Number of Stories Dimensions of same structure with alterations or additions Depth Height 8.. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Rear Front _Number of Stories Rear Depth _Depth Rear ti Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NOZ>2 �ill excess fill be removed from premises? YES NO 14. Names of Owner of Name of Architect C Name of Contractor Address b co o. Addressqa3 m Address - Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevatiori 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: ,r COUNTY OF ) c 3a bP1ng duly swol'n, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ; (S)He is the (Contractor, 'Agent, C of said owner or owners, and is duly authorized to pet'g31if@•the said work and to make and file this application; that all statements contained in this application are trieJoitl°� �4"� irp fledge and belief, and that the work will be performed in the manner set forth in the application f et�'ok Die �� Sworn to before me this ; AF p No �Q4s day of M 20 Notary Public Si iature of Applicant Scott . A. Russell STORMWATIER, SUPMVII-SOR MANAGEMENT SOUTHOT,DTOWN HALL -P,0-sox 1179 Town of Southold 53095 Main Road - s0un.10X.D, NEW YORK 119M CHAWBR 23+6 - STC "OAXWA T N. ANAa,*rMFNT•'i 0RK S FT (TO BE coMPLETED BY THE ,APPLIC NT ) ..-.-...-• - DOES THIS pp,0dgCT HWOLVE ,ANY OF THE IrOIL i..oWl(NGn {GFIIEtlC ALL THAT APPLY) t ❑ [2rA. Clearing, grubbing, grading car stripping of land which affects more than 5,000 square feet of ground surface. � . Excavation or filling involving more than 200 cubic yards -of material within any parcel or any contiguous area. 0 . Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. r D. Site preparation within 100 feet of wetlands, beach, bluff or coastal � erosion Hazard area. g © E. Site preparation within the.one-hundred floodplain as depicted on FIRM Map of any watercourse. Installation of new -or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the 'Town and :the proposal includes in --kind 'replacement of impervious surfaces. If you answered NO to all of the quastions above, STUr-i Complcto the Applicant section below with your Name, Signature, Contact Information, Date & County To gap Numbest Chapter 236 does not apply to your project If you answered 7 3ES to one or more of the above, please subrdt Two copies of a Stormwateir Af' anegament Control Pl$n and a completed Cheek i fst Porn to the Building Vepartment wlS-7aur Eading Permit Application. APPhjgL% T (Property Qwncr, Design PmKssifonal, Agent, Contractor, Other) S•CT^M. �= 1066 Daic l7utrsre NAME: � .� ~ «.� 1 A i Wind seen*n Block et a�S� �, I FOR BUILDING DEPAR'MIENT USF ONLY Contact tnfortaleiorc `( N..W] BY, Reviewed By: Date. PropertyPropei-ty Address / Location of construction Work: EApproved for proeming Building Permit - U Stormwater Management Control Plan Not krquired. aSlormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMC_P - TOS MAY 2014 4 /4 # 9ti WT ' G1.:1.1.,i71.-Q0-/n Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.richertrown southoQd.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: (3, ne 1 Date: Company Name: Name: T c .ease No.- _ dress: lc one No,:. JOBSITE INFORMATION: (*indicates required information) *Name: *Address: *Cross Street: *Phone No-:�._ Permit No.: Tax -Map District: 1000 . -Section: Block: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: 10nry Y-%4-- 4::�A A (Please Circle All That Apply) *Is job ready for inspection: YES /NO. 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 fnspecUon Form —I 11.a—= S t /00(3 TOWN OF SOUTHOLD PROPERTY yr RECORD CARD �- STREET ccs D VILLAGE DIST. SUB. L , FORME ' N 4g t . E k, �,,, NACR : ' y/ !J-61-64 -�PE'OF BUILDING - RES. ,q /o W I SEAS. VL.v FARM COMM. CB. MICS. Mkt. Value p , LAND IMP. TOTAL DATE REMARKS/ /g, =° /L/ /b7 ✓ Q/L/ / O d Qa /Sa. 1. -el., 0 a ©/� a� �. yr %� n �,, �a�✓e, d 064, an �' �c,��6 �l� Ul��� �7 �t��'eef'.ic;�`•;s':�ut /C1fi1, q ! �'Gi �DiJ �f / 1 i an ID [Y_ c3 71f6! " r,,:-- /172 .e . JZL19So `D '�'o, oo o e . f3�,��'� ,- W (4 U 0 f 7 , IA4- is �✓�3 �' � /X23 % �fo ca�u.e !` r,c ", J!J', o ew (� � r�t ! ,) l",Z l! OCA &400 ?' 0�L1)77-5,636&-ajar -'v 2C\/A< 4-- -,;'-00 1/J- 0 0 l-Lld3 40�6 �O00 0 ► 2/ r7 '� ��Iv1 334 rmeric��'! $fier�.f�t,its•4 1,ti�� =0(20 '� Z11-0 0 13 D 7 b 4� 35 J q - aces 19 3 L5 D� _ ,A,6E/,yoo g 000 _ ILD NG CO O DITION NEW 00 I� MAL FARM Acre Value Per V ue Acre Tillable i _ ► em � FRONTAGE ON WATER'S-.� Woodland j FRONTAGE 'ON ROAD S1 U( d n Meadowland DEPTH Alelr-du e- 3 Y s , House Plot- BULKHEAD Total DOCK . 104.-I-3 ILIAU.L-* M. Bath. Exteri 'on K 33 --3 Extension /10 tl n s i �o'n Z.>-<31 3 — -3 a <7 Basement VV tjOLOR Red. TRIM 0 07 Bath. �Foundation Dinette] Floors Porch 3//o 6x33 sx -3 a <7 Basement Porch-- -36 5-1 Ext. Walls 5 P 07 0,C) Y-ao Breezeway Heat v )o Fire Place Siva + -300 LLO BR. Type RoofGarageto Rooms 2nd Floor PatioRc wQ t3 Recreation Room 0. B. j Dormer Total 0 07 Bath. Dinette] Floors K. PAIS/,. Interior Finish LR. Heat v )o DR. Rooms 1st Floor BR. Rooms 2nd Floor FIN. B wQ t3 Driveway APPLICATION a PAGE 1 of 4 ~_ TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. ECTi N I- GENERAL PROVISIONS APPLICANT to read and i 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re -issued. 4. Development $hail not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT. CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE B T OF MY KNOwL.EDGE, TRUE AND ACCURATE. 1 )7 (APPL.ICAN'I'S SK,*ATUR DATE SEMON 2 PROPOSED D LOPMENT t -To be comnieted by APPLICANM U PROTECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(43) APPLICATION PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT C-I� IVI �� STRUCTURE TYPE O New Structure O Residential (1-4 Family) O Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (in Manu - 0 Replacement factured Home PaPark? ❑ Yes) ESTIMATED CO OF PROJECT S B. OTHER DEVELOPMENT AC-nVITIES: 0 Fill O Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements .(Including Culvert Work) O Road, Street OrWage Construction ❑ Subdivision (New or Expansion) O Individual Water or'Sew System (��� �, •,, j_. �\ her (Please Speedy)- K tai ti t After completing SECTION 2, APPLICANX. should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION M be completed by LOCAL. ADMINISTRATOR) The proposed development is located on FIRM Panel No.------., The Proposed Development: the applicant that the aPPliCaEi0U OIs revi�u complete and NO FLOODPLAIN DEVUDlocatcod in a Special Flood Hazwd Area P�MENT PMU-UT IS REQUIRED) O Is Located in a Special Flood Hazard Area. FIRM zone designation is 100 -Year flood elevation at the site is: Ft. NGVD {MSL) O Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated_ ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF a SECTION e 'ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the appUca6on can be processed: ❑ A site plan showing the location of all e)dsting structures, water bodies, adjacent roads, lol dimensions and proposed development. ❑ Development plans, drawn to scale, and specification, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofusg of utilities located below the first floor and details of enclosures below the first floor. ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100 -year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Flood roofing protection level (non-residential only) Ft: NGVD (MSL). For fiovd cooled structures, applicant must attach certification from registered engineer or architect. ❑ Certificati`o from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100 -year flood. A copy of all data and calculations supportingathis finding must also be submitted. ❑ Other SECTION 5 PERMIT DETERMINATION fro be completed by LOCAL ADMINISTIt&T M I have determined that the proposed activity. A. 0 Is B. ❑ Is not • in conformance with provisions of Local Law # . 19 .The permit is issued subject to the- conditions attached to and made part of this permit. SIGNED DATE If BOX_A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. if B0_X B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a PAGE40E4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Co SECTION G AS-iIUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comnliancc is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a ticensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As -Built) Elevation of the top of the lowest floor, including basement fin !Coastal -High Hazard ca , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As -Built) EIevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7- COMPLIANCE ACTION fTo be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on- inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? ❑ YES ONO SEMON $ CERTIFICATE OF COMPLIANCEITo be comnlctcd by LOCAL ADh4INISTRATM . Certificate of Compliance issued: DATE: BY= Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE Or COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREM SES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: _ ❑ NEW BUILDING �Sp^ ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) t ,fie! w •. Y ,.i �\ 680 Mason Dr f � ` y G ,F "earth 120!5 Gocgic �08 O :+ 4 o' S o I a r C i ty. 2/9/2015 3g5a 7 Dear Department of Buildings, Enclosed is a check for $100 for lands for the property located at 680 Mason Dr. Cutchogue. Please contact me for any questions. Thank you! Regards, Kathleen Caiati Sr. Permits Coordinator SolarCity Corporation 923C Motor Parkway Hauppauge, NY 11788 (631) 235-8784 Mobile (631) 625-9806 kcaiati@solarcity.com 923 Motor Parkway, Ste C Hauppauge, NY 11788 T (631) 625-9800 (888) SOL -CITY F (631) 234-0146 solarcity.com A2 ROC 243771/ROC 2454501ROC277498, CA LIC0888104, CO EC8041, CT HIC 0632778/ELC 0125305, DC 071101486/ECC902585, HI CT -29770, MA HIC 168572, MD MHIC 128948, NJ NJHICB 13VH06160600/34EB01732700, OR CB18049810562/P31102, PA HICPA077343, TX TECL27006, WA SOLARC-91901/SOLARC-905P7. ® 2013 SolarCity. All rights reserved. p solaiClt � a 4, January 26, 2015 Project/Job # 119393 RE: CERTIFICATION LETTER Project: Corbley Residence 680 Mason Dr Cutchogue, NY 11935 To Whom It May Concern, Digitally signed by Abe De Vera Date: 2015.01.26 09:32:39 -08'00' Version #42.2 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: 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 & MP2: Roof DL = 7.5 psf, Roof LL/SL = 18.5 psf (Non -PV Areas), Roof LL/SL = 14 psf (PV Areas) - MP3: Roof DL = 13.5 psf, Roof LL/SL = 19.5 psf (Non -PV Areas), Roof LL/SL = 14 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.20021 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. Sincerely, Abe De Vera, P.E. Professional Engineer Main: 888.765.2489, x7526 email: adevera@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com A;_ ROG 2a,; r Y I. CA CSLk'i :iRc'• I C� :, �.:ti L C f �) .1 �„ V0':Hr i I 101'1146 DC W', -I V. kit is T ?J i 7U MANIC I f 4?572. MG MFiIC I?.v948, NJ I,iVttOf, 1(i(Jfif7CJ, uR r;r]N Iiind'?N, 1`n u7;a::, Cc IDI R :Trial. Jdn ;,, SrA ,u,.O VacN , ,lit . Sr.lnr. ur nr rynte ra::n.vTi 01.26.2015 40a • PV System Structural Version #42.2 O .Solar�Clt�® off. 7� Design Software "---PROJECT INFORMATION &TABLE OF CONTENTS Proiect_Name: Job Number: - v _ _ -_ Corbley_Residence 119393 Corble . _:__ y, Susan 680 Mason Dr --- ----- Cutchogue,. .__.-.NY. 11935 - __- 41,011822 _-- _ -72;456479 _ Long Island Brad Ta forEOR: AH]: _ Southold Town 2010 Residential Code of NY State _.--__IRC 2006.% IBC 2006 ASCE 7-05 __-=-_---_..;-__--.--II---------.---_------_ No _ _ :Yes__ - Lalita Nayagam M Abe De Vera, P.E. Building Code:, Based On: Customer Name: _ _ Address: ASCE Code: _ --- - City,/State: RiskCategory: Upgrades Req'd?_^ Stamp Req'd7 Zip Code Latitude/ Longitudef SC Office: PV Designer: Calculations: Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.20021 < 0.4g and Seismic Design Category (SDC) = B < D Latitude: 41.011822, Longitude: -72.456479, Exposure Category: C LOAD ITEMIZATION - MP1 & MP2 PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight (s 0.5 psf PV System Weight 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP1 & MP2 Table 4-1 Existing Roofing Material At Comp Roof ( 1 Layers) 2.5 psf Re -Roof Ps -roof = (Cs -roof) Pf No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 24_ in. O.C. 1.5 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 7.5 psf (MP1 & MP2) 7.5 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Design Roof Snow Load Over Roof Slope Ps -roof = (Cs -roof) Pf 6/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.925 Section 4.9 Reduced Roof Live Load Lr Lr = Lo (Rl) (RZ) Equation 4-2 Reduced Roof Live Load Lr 18.5 psf (MP1 & 1MP2) 18.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? 1.0 Yes Design Snow Load Over PV Effective Roof Slope Design Roof Snow Load Over 250 Ps -roof = (Cs -roof) Pf Horiz. Distance from Eve to Ridge W 14.5 ft 70% Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 posed 1.Snow Thermal Factor Ct All structures except s0 indicated otherwise Table 7-3 1 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pf-min 14.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (C) (I) pg; pf >_ pf-min Eq: 7.3-1 14.0 psf 70% ASCE Design Sloped Roof now Load Over Surrounding Roo Surface Condition of Surrounding Roof Cs -roof All Other Surfaces Figure 7-2 1.0 Design Snow Load Over PV Ps -P® Ps-Pv = (Cs-Pv) Pf Design Roof Snow Load Over Modules Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 70% 14.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs -1 Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV Ps -P® Ps-Pv = (Cs-Pv) Pf ASCE Eq: 7.4-1 Modules 14.0 psf 70% WoodWorks® SOFTIVAIN FOR MOOD MION COMPANY I PROJECT Jan. 26, 2015 08:241 MP1 & MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 261 tern Start End Start End DL Dead Full Area No 7.50 (16.0)* psf PV LOAD Dead Partial Area No 1.00 10.00 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 14.00 (16.0)* psf *Tributary wiatn (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 15'-2.8" 0' 2'-2" 13'-1" Unfactored- Dead Snow Factored: 115 146 74 105 Total 261 179 Bearing: F'theta 493 493 Capacity Joist 2868 2591 Supports 2789 - Anal/Des Joist 0.09 0.07 Support 0.09 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - ivurnrnurn Dearing iengin seeing usea: uc ror ena suppor[s Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MPI & MP2. Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 15'-2.8'; Pitch: 6/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I Woodworks® Sizer SOFTWARE FOR WOOD DESIGN MPI & MP2.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 21 Fv' = 155 fv/Fv' = 0.13 Bending(+) fb = 434 Fb' = 1389 fb/Fb' = 0.31 Bending(-) fb = 67 Fb' = 769 fb/Fb' = 0.09 Live Defl'n 0.11 = <L/999 0.81 = L/180` CRITICAL LOAD COMBINATIONS: 0.13 Total Defl'n 0.19 = L/777 1.22 = L/120 0.15 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.554 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 172, V design = 151 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 475 lbs -ft Bending(-): LC #2 = D+S, M = 73 lbs -ft Deflection: LC #4 = (live) LC #4' = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2•, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta .calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), 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. ;CALCULATION OF .DESIGN -WIND -LOADS_= -MPI &'MP2-- -------- --- Mounting Plane Information Roofing Material _ - _ _ _ - - - - Comp Roof - ----- - - -- --- ------ ------ --- PV_SystemSleekMountT" _ - - — -- -- -- - - -- Spanning Vents V No Fig. 6-1 - Standoff Attachment Hardware -- -- -- Comp Mount TiDe C --Section 65.6.3- Roof Slope qh 250 Fig. 6-11B/C/D-14A/B Rafter Spacing- --- -- _ - - -- - -- - 24"O.C.----- - ---- -Rafters----- ---- - Framin T e Direction - ---- ---- - Y -Y _-_T allow Purlin Sp_acing---.__._- ---.. ---_ . X -X Purlins Only _-- ---------=--_-__-- ------__NA-----------____-- DCR Tile Reveal Tile Roofs Only NA file -Attachment Sy_stem________ -_ Tile Roofs Only _ _ _ NA Standin seam/Trap spacing SM Seam Only NA Wind Design Criteria Wind Design Code - - KZ ASCE 7-05 -Table _6 -3 - Wind_Design Method _._ _ _ Partially/Fully Enclosed Method - -- - -- -- - - - Basic Wind Speed V 120 mph Fig. 6-1 - Exposure Category_-- - - -- -- -- -- - - -- C -- --Section 65.6.3- Roof Style _ qh Gable Roof Fig. 6-11B/C/D-14A/B _ Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure -- -- - - KZ --- - - 0.95-- -- - - - - ----- -Table _6 -3 - Topographic Factor Wind Pressure U 1.00 _-._-- ----.-._.. _._ _.- -_ _ -_-- _-- Section 6.5.7_ Wind Directionality Factor -- ----__ __ty _ -- -- - - Kd - - - - --- 0.85 - - - - -- - Table 6-4 Im rtance Factor I - -- - -- - ---- ---- -- --- - 1.0 -- ------ ---- Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 psf 29.6 psf - _-W_PV -` _ _ T -actual _-_ Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U -25.9 psf Wind Pressure Down 13.4 psf ;ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff_ Spacing_-_ - _ 48" 39" Max Allowable Cantilever _--- ---, -Landscape - - Landscape--_ - _ _ _-_ _--- _--___ _ _ _- __ _-_- 24"--_ _ _ __ - -- - ------- _, Standoff Confi uration Landscape Staggered Max Max Standoff Tributary Area _ -_Trib _ _ _ - _ 13 sf PV Assembly Dead Load W -PV ---- -- psf - - -- - Net Wind -Uplift at Standoff. _ _ _ - _-W_PV -` _ _ T -actual _-_ --- .- _._.._.._. -. _3 r -- _ _ _ _ _ _ - _-316 lbs - ---- ---- - Uplift Capacity of Standoff _-_T allow 500 Standoff Demand aci Ca DCR _._.__.� _ 63.3% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 24" 65" Max Allowable Cantilever _._.._ ._._.Portrait _._._- _ ...__._ 16" NA Standoff Confi uration Portrait Staggered Max _Standoff Tributary.Area Trib_______-._ it sf PV Assemb Dead Load N - -- - - -- W -PV ---- -- 3 psf— _ -- - -- -- - -- ---- ----- ------ Net Wind Uplift at Standoff_ __---- __-- -_---- T actual _ --- - --- -- lbs - ---- ---- - Uplift Capacity of Standoff _ T -allow _._ _ ._-. _----____-_-263 _ - 500 lbs _ Standoff Demand Ca ac° i _ DCR 52.6% LOAD ITEMIZATION - MP3 PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV S stem Weight 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description L. MP3 Table 4-1 Existing Roofing Material At Comp Roof ( 1 Layers) 2.5 psf Re -Roof 70% No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr Solid -Sheathing 2.3 psf Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 Yes 3.0 psf Miscellaneous Miscellaneous Items 1.4 sf Total Roof Dead Load 13.5 psf (MP3) 13.5 sf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Surrounding Roof Roof Slope 70% 5/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.975 Section 4.9 Reduced Roof Live Load Lr L, = Lo (Rl) (RZ) Equation 4-2 Reduced Roof Live Load Lr 19.5 psf (MP3) 19.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Figure 7-2 Yes Ps -mot = (Cs -roof) Pr Effective Roof Slope Surrounding Roof 200 70% Horiz. Distance from Eve to Ridge W 14.0 ft Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor Partially Exposed posed Table 7-2 1.0 Snow Thermal Factor 4 All structures except s0 indicated otherwise Table 7-3 i Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pr -min 14.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf Pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 14.0 psf 70% ASCE Desiqn Slos)ed Roof Snow Load Over Surrounding Roo Load Over PV Surface Condition of Surrounding Roof Cs _roof All Other. Surfaces Figure 7-2 C C, _PV Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Roof Snow Load Over Ps -mot = (Cs -roof) Pr ASCE Eq: 7.4-1 Surrounding Roof Ps -roof 14.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C C, _PV Unobstructed Slippery Surfaces 1.0 Figure 7-2 Design Snow Load Over PV Modules Ps -P° PS -P" = (Cs-Pv) Pf ASCE Eq: 7.4-1 70% 14.0 psf 12) WoodWorks® COMPANY PROJECT Total SOFMARFFOR WOOD DFS/CN 355 308 Bearing: Jan. 26, 2015 09:28 MP3.wwb Design Check Calculation Sheet F'theta 474 WoodWorks Sizer 10.1 474 Capacity Loads: Load Type Distribution Pat- Location [ft] Magnitude 2789 Unit - Anal/Des tern Start End Start End 0.12 Support DL 0.13 Dead Full Area No 13.50 (16.0)* psf Length PV LOAD Dead Partial Area No 1.00 10.00 3.00 (16.0)* 0.50* psf 1.11 SNOW LOAD 1.00 Snow Full Area Yes 20.00 (16.0)* Cb support psf 1.25 *Tributary Width (in) Fcp sup Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : - iNAp.8„ 0' 1' 13'-3" Unfactored: Dead 164 138 Snow 191 170 *Minimum bearing length setting used: 1/2" for end supports **Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP3 Lumber -soft; S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 14'-10.8'; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Factored: Total 355 308 Bearing: F'theta 474 474 Capacity Joist 2753 2486 Supports 2789 - Anal/Des Joist 0.13 0.12 Support 0.13 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.45** 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 425 - F-1 I WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP3.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 35 Fv' = 155 fv/Fv' = 0.23 Bending(+) fb = 847 Fb' = 1389 fb/Fb' = 0.61 Bending(-) fb = 21 Fb' = 718 fb/Fb' = 0.03 Deflection: Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 286, V design = 254 lbs Interior Live 0.24 = L/675 0.66 = L/240 0.36 Total 0.44 = L/362 0.88 = L/180 0.50 Cantil. Live -0.06 = L/212 0.11 = L/120 Lc=concentrated 0.57 Total -0.11 = L/113 0.14 = L/90 Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in 0.79 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1..00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.517 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 286, V design = 254 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 928 lbs -ft Bending(-): LC #2 = D+S, M = 23 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated 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 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Woodworks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), 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. CALCULATION-OVDESIGN WIND LOADS - MP3 - - Mounting Plane Information Roofing Material _- _ KZ Comp Roof - Table 6-3 PV System Type _ _ _ __-___ _ _ _ _ ___ _ _ . _ __._____._ _ _ _ _ - _ SolarCity_SleekMountT'" -Section 6_5J_.._ Spanning Vents _ V No Table 6-4 Standoff Attachment Hardware - - -- --- -- Como Mount Tvoe C --Section 6.5.6.3_ Roof Slope _ qh 200 Fig. 6-11B/C/D-14A/B RafterSpacing- - - - - -- - - - - - - - - - - - - - - - ---= - - - - -- - -- - --- - - - -- - - - - Framin T e Direction Y -Y Rafters T -allow Purlin_Spaging -- - - - - - - - X -X Purlins Only - - - - - - - - NA- - - — DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only jSia_nd6jSea_m_fT'rap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 no Design Method-__-_-__ ___ __ __. ____ __ ____.._ _-____ -_______ _____ - Partially/Fully Enclosed Method -Section 6_5J_.._ Basic Wind Speed V 0.85 Table 6-4 Exposure Category -- - - -- -- - - -- --- -- ---- -- - - ----- - - - ------ --Section 6.5.6.3_ Roof Style - qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor. - - -- - - - -- Krt -- - - - - -- - -.1.00 --- - - --- - -- - -Section 6_5J_.._ 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 3 psf 29.6 psf T -actual_--___-__._ Wind Prc+.cmurc+ Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure P p = qh (G ) Equation 6-22 Wind Pressure U ° -25.9 psf Wind Pressure Down 13.4 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff_ Spacing_Landscape Portrait 32" 39" Max Allowable_Cantilever--__ -_-_.-__-__-Landscape___.._ .- --.._----_--.----------24'x,-_-_- _--_ --._-- NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area _ _ Trib_ _ _ -_ _ - - _ _ -_ 17 sf - PV Assembly Dead Load W -PV 3 psf Net Wind Uplift_at.Standoff-_ T -actual_--___-__._ -350 Ibbs Uplift Capacity_ of Standoff T -allow 500 lbs -- Standoff Demand Ca aci DCR 84.2% - - ---- ---- X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 32" 65" _ Max AllowableCantilever—_Portrait- Standoff Confi uration Portrait Staggered Max Standoff Tributary_Area- Trib _-. _ _ __ 14 sf- PV_Assembly Dead Load W -PV 3 psf Net_Wind_Upliftat Standoff _T-actual-_�_ -350 Ibbs Uplift_Capacity of Standoff_- _ - T-aI -- - - - - _ _ _ _ _500 Ibs_ - - -- Standoff Demand/Capacity DCR - - --- - - ---- ---- \ STATE OF NEW YORK r WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650) 963-5100 SolarCity Corporation 3055 Clearview Way lc. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892777 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap -Up ld. Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2. Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage (Entity Being Listed as the Certificate Holder) 3b. Policy Number of entity listed in box "la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove, NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor, Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also noti)� the above certiftcate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c'; whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Theresa Fagan CA Licen OC12887 (P 'nt name of authorized representative or licensed agent of insurance carrier) Approved by: 9/1/14 (Signature) (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-07) www.wcb.state.ny.us i.l Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07) Reverse A� ®CERTIFICATE OF LIABILITY INSURANCE DATE /2014 /YYYY) 0910312014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MARSH RISK & INSURANCE SERVICES 345 CALIFORNIA STREET, SUITE 1300 CALIFORNIA LICENSE NO. 0437153 SAN FRANCISCO, CA 94104 CONTACT NAME: PHO Ext • IFAX IC No): No. AIC, E-MAIL ADDRESS: TB2-661-066265-014 09101/2014 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Liberty Mutual Fire Insurance Company 16586 998301-STND-GAWUE-14-15 INSURED Ph (650) 963-5100 SolarClty Corporation INSURER B: Liberty Insurance Corporation 42404 INSURER C: NIA N/A INSURER D; 3055 Clearview Way San Mateo, CA 94402 PRODUCTS - COMP/OP AGG $ 2,000,000 Deductible $ 25,000 INSURER E INSURER F: LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS Phys. Damage COVERAGES CERTIFICATE NUMBER: SEA -002493840-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. /NSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE rq OCCUR of Marsh Risk & Insurance Services TB2-661-066265-014 09101/2014 09101/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: X POLICYX PRO- LOC PRODUCTS - COMP/OP AGG $ 2,000,000 Deductible $ 25,000 A AUTOMOBILE X X X X LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS Phys. Damage AS2-661-066265-044 09/01/2014 09/01/2015 COEaMBINED ccidentSINGLE LIMIT $ 1,000,000 a BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per. accident COMP/COLL DED: $ $1,000 / $1,000 B X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE TH7-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 10,000,000 AGGREGATE $ 10,000,000 DED I X RETENTION$ 10,000 $ B B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WA7-66D-066265-024 WC7-661-066265-034(WI) WC DEDUCTIBLE: $350,000' 09/01/2014 09/01/2014 09/01/2015 09/01/2015 X FWC STATU-OTH- I TORY LI ITS E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Evidence of insurance CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 980 Hawkins Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 708 ACCORDANCE WITH THE POLICY PROVISIONS. Lake Grove, NY 11755 AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Charles Marmolejo ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ` A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN PV3 STRUCTURAL VIEWS GENERAL NOTES PV4 UPLIFT CALCULATIONS ' PV5 THREE LINE DIAGRAM �" Cutsheets Attached LICENSE 1. ALL WORK SHALL COMPLY WITH THE 2010 f r r R.C.N.Y.S. " 2. ALL ELECTRICAL WORK SHALL COMPLY WITH t THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR REV BY DATE COMMENTS AHJ: Southold Town REV A NAME DATE COMMENTS UTILITY: PSE&G—Long Island (Public Service Electric &Gas Co.) 4� 4 — —0. �� — PREMISE OWNER: 9393 00 CORBLEY, SUSAN DESCRIPTION: CORBLEY RESIDENCE DESIGN: LOI.ItO NO a am y g S�I�r��ty. CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE JOB NUMBER: JB -1 1 MOUNTING SYSTEM: BENEFIT OF ANYONE EXCEPT SOLARCITY INC., 680 MASON DR 6.885 KW PV ARRAY 1® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTSMooI,LEs: Comp Mount Type C CUTCHOGUE, NY 11935 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (27) TRINA SOLAR # TSM-255PD05.18 PAGE NAME 3055 Clearview Way to , CA SHEET: REV: DATE Son Mateo, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION of SOLARCiTY INC. 631 873-9283 COVER SHEET T: (650) F.(650)9402 —1029 PV 1 1/26/2015 (888)—SOL—CITY (765-2489) www.solarcitycom INVERTER: SOLAREDGE SE6000A—US—ZB—l1 CONFIDENTIAL — THE INFORMATION HEREIN ER: J B-119 3 93 00 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., STEM SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENTS rIN ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLAR # TSM-255PD05.18 SOLARCITY EQUIPMENT, WITHOUT THE�WRITTEN El PERMISSION OF SGLARCITY.INC. REDGE#SE6000A—US—ZB—U 680 Mason Dr CORBLEY; SUSAN 680 MASON DR CUTCHOGUE, NY 11935 (631) 873-9283 Digitally signed by Abe De Vera. Date: 2015.01.27 09:22:54 -08'00' .STAMPED AND SIGNED FOR STRUCTURAL ONLY CORBLEY RESIDENCE 6.885 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 25 ARRAY PITCH: 25 MP1 AZIMUTH: 245 ARRAY AZIMUTH: 245 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 25 ARRAY PITCH: 25 MP2 AZIMUTH: 65 ARRAY AZIMUTH: 65 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH: 20 MP3 AZIMUTH: 245 ARRAY AZIMUTH: 245 MATERIAL: Comp Shingle STORY: 1 Story I C:r,r-:nln (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING- LABELS A DC DISCONNECT & WARNING LABELS El AC DISCONNECT & WARNING LABELS 10 DC JUNCTION/COMBINER BOX & LABELS . DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS ® CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED n/ INTERIOR EQUIPMENT IS DASHED L =/J SITE PLAN Scale: 3/32" = 1' 01' 10' 21' F S DESIGN: Lalita Nayagam AI,SolarCity. DATE 3055 Clearvlew Way San Mateo, CA 94402 T:(650) 638-1028 F:(5 636-1029 SHEET: REV: PV 2 1/26/2015 (M)—SOL—CITY(765-2489)www.solarcitycom A SIDE VIEW `OF MPI NTS (E) 2x4 MP1 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 24"16" PILOT HOLE WITH POLYURETHANE SEALANT. RAFTER C.J. 2X8 @ 1611 OC 2x8 @16" OC ROOF AZI 245 PITCH 25 ARRAY AZI 245 PITCH 25 STORIES: 2 Comp Shingle C SIDE VIEW OF MP3 NTS ;E) LBW MP3 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 32" 24" STAGGERED PORTRAIT 32" 18" PILOT HOLE WITH POLYURETHANE SEALANT. RAFTER 2X8 @ 16" OC ROOF AZI 245 PITCH 20 STORIES: 1 ARRAY AZI 245 PITCH 20 Comp Shingle CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER: JB -119393 0 0 MOUNTING SYSTEM: Comp Mount Type C MODULES (27) TRINA SOLAR # TSM-255PD05.18 INVERTER: SOLAREDGE #SE6000A—US—ZB—U Digitally signed by Abe De Vera Date: 2015.01.27 09:23:21 -08'00' CORBLEY, SUSAN 680 MASON DR CUTCHOGUE, NY 11935 (631) 873-9283 PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF- DECKING 5/16" DIA STAINLESS STEEL LAG BOLT WITH SEALING WASHER (2-1/2" .EMBED, MIN) (E) RAFTER B SIDE VIEW OF MP2 NTS (E) 2x4. MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 48" 24" STAGGERED PORTRAIT 24" 16" RAFTER 2X8 @ 16" OC ROOF AZI 65 PITCH 25 ARRAY AZI 65 PITCH 25 STORIES: 2 C.J. 2x8 @16" OC Comp Shingle CORBLEY RESIDENCE 6.885 KW PV ARRAY PAGE NAME: STRUCTURAL VIEWS S1 STANDOFF Lalita Nayagam INSTALLATION ORDER (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. (2)SEAL PILOT HOLE WITH POLYURETHANE SEALANT. (3) INSERT FLASHING. (4) PLACE MOUNT. J(5) INSTALL LAG BOLT WITH SEALING WASHER. (6) -INSTALL LEVELING FOOT WITH BOLT & WASHERS. SHEET. RR DATE- PV AISPV 3 1/26/2015 . ;;SolarCity 4a 3055 Ciearview Way San Mateo, CA 94402 T:(650) 638-1028 F.(650) 638-1029. (888)—SOL—CITY (765-2489) www.solarcity.com k3KUUIVU- BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: TM402OCCUMOD6 Inv 1: DC Ungrounded INV 1 - ( 1 ) SOLAREDGE ##SE6000A-US-ZB-U LABEL: A - (27) TRINA SOLAR TSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 98810930 Tie -In: Supply Side Connection Inverter; 6000W, 240V, 97.57d 25; w/Unifed Disco and ZB, AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38,1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER SE� 200A MAIN SERVICE PANEL "' SolarCity .. 1- i _' a nnr T--+- i Voc* = MAX VOC AT MIN TEMP 1 Ground Rod; 5/8' x 8', Copper OI _�2;ILSCOY IPC 4/0-#6 Insulation Piercing Connector, Main 4/0-4, Top 6-14 SSCSUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Load Center, 70A, 120/240V, NEMA 3R - (1) Break Breaker, 35A 2P# 2 Spaces (�-(1)CUTLER-HAMMER # DG222URB Disconnect; 60A, 24OVac, Non -Fusible, NEMA 3R - (1)CUTLER-LiAMMER # DG100NB Ground eutral it; 60-100A, General Duty (DG) 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. A (1 )S2i2SiRMGSSUNIFUSEDNGROUNDEDX PV (7) SOLAREDGE1�3OD-2NA4AZS PowerBox Optimizer, 30OW, H4, DC to DC, ZEP MP 3: 1x13 MP 1,2: 1x14 DC CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITYINC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARGTY INC. SGB NUMBER: JB -1 19393 MOUNTING SYSTEM: COMD Mount Type C 00 CORBLEY, SUSAN 680 MASON DR CUTCHOGUE, NY 11935 TRINA SOLAR # TSM-255PD05.18 INVERTER: SOLAREDGE #SE6000A-US-ZB-U (631) 873-9283 DESCRIPTION: CORBLEY RESIDENCE 6.885 KW PV ARRAY PAGE NAME THREE LINE DIAGRAM Lalita Noyagam SHEET: REV: DATE PV 5 1/26/2015 00ilisolarCity hS 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (886) -SOL -CITY (765-2489) www.solarcitycom 1 O . . . ..... 1 AWG #8, THWN-2, Black (1)AWG #8, THWN-2, Red (1) AWG #10, THWN-2, White - �)) AWG #8,. TFI.WN-2,. (Peen , NEUTRAL Vmp = 240 VAC Imp = 25 AAC , EGC/GEC - (1) Conduit. Kit;. 3/4" ,EMT, , .. , , , .. , O ®� cn cn 1 AWG 110, THWN-2, Black (1 )AWG 110, THWN-2, Red (1 AWG #10, THWN-2, .Green_ .EGC , , (1) AWG 110, THWN-2, Black (1) AWG #10, THWN-2, Red Voc 500 Vmp = 350 , , , , , , , , , , , , Voc* = 500 Vmp = 350 VDC VDC , , , , VDC VDC Isc = 15 ADC Imp= 10.07 ADC , ,,, , ,,,,,,, Isc = 15 ADC Imp= 9.35 ADC O O (2)AWG 10, PV WIRE, Black (1) AWG #6, Solid Bare Copper EGC (2 jAWG #10, PV W1RE, Block 1 AWG #6 Solid Bare Copper EGC Voc = Vmp = 350 Voc* = 500 Vmp 350 VDC VDC VDC Isc = 15 ADC Imp= 9.35 ADC Isc = 15 ADC Imp- 10.07 ADC © 1 AWG #6, THWN-2, Black � (1)AWG #6, THWN-2, Red (1) AWG #6, THWN-2, White - (1) AWG #6,. Solid Bare. Copper. NEUTRAL Vmp = 240 VAC Imp = 25 AAC GEC .. , ,- (1) Conduit. Kit;, 3/4' ,EMT . . . . . . ... ........(OW #10,THWN72,,Green. EGC ................................................................ CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITYINC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARGTY INC. SGB NUMBER: JB -1 19393 MOUNTING SYSTEM: COMD Mount Type C 00 CORBLEY, SUSAN 680 MASON DR CUTCHOGUE, NY 11935 TRINA SOLAR # TSM-255PD05.18 INVERTER: SOLAREDGE #SE6000A-US-ZB-U (631) 873-9283 DESCRIPTION: CORBLEY RESIDENCE 6.885 KW PV ARRAY PAGE NAME THREE LINE DIAGRAM Lalita Noyagam SHEET: REV: DATE PV 5 1/26/2015 00ilisolarCity hS 3055 Clearview Way San Mateo, CA 94402 T:(650) 638-1028 R(650) 638-1029 (886) -SOL -CITY (765-2489) www.solarcitycom 1 Label Location: (C)(CB) Per Code: NEC 690.31.G.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (DC) (CB) Per Code: NEC 690.17(4) Label Location: (DC) (INV) Per Code: NEC 690.5(C) Label Location: (AC) (POI) Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC)(POI) Per Code: NEC 690.17.E Label Location: (POI) Per Code: NEC 690.64.B.7 Label Location: (POI) Per Code: NEC 690.17.4; NEC 690.54 Label Location: (D) (POI) Per Code: NEC 690.64.B.4 Label Location: (POI) Per Code: NEC 690.64.13.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR Q 011!w ®�®E1® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED O] FMTRFrrrnnffflFM IN -WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set 00iT Im EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ��� swareity. ®OL[III1Y SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 13 =` ® Next -Level PV Mounting Technology '^SolarCity I Z pSolar Next -Level PV Mounting Technology '-,SolarGty I ZepSolar .Zep System for composition shingle roofs h05r GOMPAt,e, ?- DMPP UL LISTED zepsolar.com Description • PV mounting solution for composition shingle roofs • Works with all Zep Compatible Modules • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules • Auto bonding UL -listed hardware creates structual and electrical bond Specifications • 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 ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72" and cantilevers 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 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 responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 Components Up -roof _I Comp Mount Part No. 850-1345 Listed to UL 2582, Mounting Block to UL 2703 i) Ground Zep Part No. 850-1172 Listed to UL 2703 and ETL listed to UL 467 \� II Interlock Leveling Foot Part No. 50-1388 Part No. 850-1397 UL 2703 Listed to UL 2703 .• Listed loft k 14 4 r__ J Array Skirt, Grip, End Caps DC Wire Clip Part Nos. 500-0113, Part No. 850-1448 850-1421, 850-1460, Listed UL 1565 850-1467 zepsolar.com I Listed to UL 2703 This document does not create any express warranty by Zap 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 responsible for verifying the suitability of Zep Solar's products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 12 2214 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 solar- • • SolarEdge Power Optimizer Module Add -On For North America P300 / P350 / P400 PV power optimization at the module -level solar" • • � SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 — Up to 25% more energy — Superior efficiency (99.5%) - - Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading. - - Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring ) — Module -level voltage shutdown for installer and firefighter safety I USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us . PV SYSTEM DESIGN USING A SOLAREDGE P300) P350) P400 THREE PHASE = THREE PHASE ; If., 60 -cell PV for 72 -cell PV (for 96 -cell PV ( I ( I 208V modules modules modules) Minimum String Length (Power Optimizers) 'INPUT Rated Input DC PoweH'1300 350 400 w _ Absolute Maximum Input Voltage (Voc at lowest temperature)........ . 48 ........... ............. 60 ............. ........... 80 V.. ... 50......................... MPPT Operating Range 8 48 8 60 8-80 ..... ....... ........ V c ....... ............................................................................... Maximum Short Circuit Current ilsc) Adc 12750 Maximum DC Input Current 12.5 ........... ... Adc ..Maximum Efficiency 99.5 ................................ I...........ai..... ............................................. ............................................................................... Weighted Efficiency 98.8.............................................p.'s....... .................................................................................................ii . ...........tage Cate Overvoltage Category 'OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) " ...............................15 Maximum Output Current .,,.....,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,, Adc..., .................................................................... Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class B IEC63000-6-2-IEC63000-6-3 - Safety, IEC62309:1(class II safety), UL3741 ................... .............................. ......... I . ............. ................................................. RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage Vdc..... .........................................................................1000......................................... Dimensions�W x L x H)141x212x4D.5/5.55x8.34x 3.59 .^.. ...........................................................................................................................`.........!n.!n.. Weight(Including Cables) I........ 950/2:1........ Br/fib... ...................................... 1 Connector ...................................... ................... ...MC4/Amphenol/Tyco......................................... ..Input Output Wine Type /Connector Double Insulated; Amphenol ,,,,,..... .. ................................................................................................ Output Wire Length 0.95/3.0 I 1.2/39 m/k Operating Temperature Range . -00-+85/-00-+185 ........................................................................................... 'C./'F ... ........................................ Protection Rating IP65 / NEMA4 .......................................................... ................................................................................................................M. RelativeHumidity ......................................................... 0 -100................................................. ��� Rated STC power of Ne rtrodule. ModNe of up m K%powertoleranm allowed. — Up to 25% more energy — Superior efficiency (99.5%) - - Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading. - - Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring ) — Module -level voltage shutdown for installer and firefighter safety I USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us . PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE = THREE PHASE ; INVERTER 208V 480V Minimum String Length (Power Optimizers) Maximum String Length (Power Optimizers) 25 ............. 25 ............. 50......................... ............................................................................. Maximum Power per String 5250 6000 12750 W ............ ....................................................................................................................................... Parallel Strings of Different Lengths or Orientations Solar=ev SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / SE760OA-US / SE10000A-US / SE1140OA-US I _ I The best choice for SolarEdge enabled systems - Integrated arc fault protection (Type 1) for NEC 2011690.11 compliance — Superior efficiency (98%) — Small, lightweight and easy to install on provided bracket — Built-in module -level monitoring — Internet connection through Ethernet or Wireless — Outdoor and indoor installation — Fixed voltage inverter, DC/AC conversion only — Pre -assembled AC/DC Safety Switch for faster installation — Optional — revenue grade data, ANSI C12.1 USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -ISRAEL www.solaredge.us solar=ssSingle Phase Inverters for North America SE3000A-US / SE380OA-US / SE5000A-US / SE6000A-US / Recommended Max. DC Power” 37504750 ........... 6250 7500 9500 12400 SE760OA-US / SE1000OA-US / SE1140OA-US W (STC) ................................... ................ SE3000A-US SE380OA-US I SE5000A-US SE6000A-US I SE7600A-US SE10000A- US I SE1140OA-US mm OUTPUT 51.2/2 3.2 54.7/24.7 88.4 / 40.1 ........................................................... ........... Transformer -less, Ungrounded ...•.••Natural Convection Fans(userreplaceable) ...<.25................................................................ Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 1DD00 @240V 11400 VA Max. AC Power Output 3300 4150 5400 @ 208V 6000 5350 10800 @ 208V 5450 @240V10950 @..40V 2 .... 12000 VA ....................................................................................................................................... AC Output Voltage Min. -Nom. -Max.* NEMA 3R ..�... Nom. DC Input Voltage 183 - 208 - 229 Vac ................ ........................................................................ . @ 208V / 350 @ 240V ......................................... AC Output Voltage Min. -Nom. -Max.* .1 ..Max. • 211-240-264 Vac 18 ACFrequency,Min„Nom.-Max.'....... ..... ... .. ............ ............ 59.3-60-60.5 ,(withHlcgHitYsetting.57:60-60.5).,,.........,.,.,,,,,......... ,.,,H?,,,,, Max. Continuous Output Current..... 12.5...... I...... 16...... 25 .... ...I...... 32.......1...42 @.240V .................. ....A..... GFDI ..... ....I....... 30 Utility Monitoring, Islanding ....305@2240V..I.......34.5....... 45 .. Adc ........... Protection, Country Configurable Yes ..... Yes............................................I............ Recommended Max. DC Power” 37504750 ........... 6250 7500 9500 12400 14250 W (STC) ................................... ................ ............... ................. .................................................................... mm ........................................................................................................................................................................ Weight with AC/DC Safety Switch ht with AC/DC t...... ch 51.2/2 3.2 54.7/24.7 88.4 / 40.1 ........................................................... ........... Transformer -less, Ungrounded ...•.••Natural Convection Fans(userreplaceable) ...<.25................................................................ ........... Noise .......................................... es ......................... Min: Max. Operating Temperature ........... .......................................... Max: Input Voltage ........................................................... 500.................................. NEMA 3R ..�... Nom. DC Input Voltage , ••.9.5 •• Limited to 125% for locations where the yearly average 325 @ 208V / 350 @ 240V d /NI =/pcifshryarter dc o ershina tilde ocif Vdc ..Max. • 18 Input Current 240 ...... .................. ... .... Max. I. ut Short Circuit Current P............................... ............ ....1..'...13......1..155'@.240V.I...... .................................... 30 ..... ..I.....�3... ....305@2240V..I.......34.5....... 45 .. Adc ........... ..Reverse -Polarity Protection ..... Yes............................................I............ ......... Ground -Fault Isolation Detection 600ko Sensitivity .... .....98 .... ............. .... ... ... ..Maximum Inverter Efficiency .... ....98.2.... .....98:3...... ......98.3 98 ......98............ %..... ........................ • • • • • • • -. CEC Weighted Efficiency ......97.7 97.5...... I...... 9S...... @ 208V 1.998 @ 240V . ..... 97.5...........97.5...... 97 @ 208V I. 97.5 @ 240V ........ 97.5....... ....4..... . ................ ............... -nrei.rt;r„o Pn. r.rr.,r.t;r,n ..... <2.5 <4 W - ADDITIONAL FEATURES Supported Communication Interfaces RS485, RS232, Ethernet, ZigBee (optional) Revenue Grade Data ANSI C12 1 Optional STANDARD COMPLIANCE Safety ............................................... UL1741,, UL16998,. UL1998 f CSA 22.2...................................... Grid Connection StandardsIEEE1547 .............................................................................................. ........................................................... ........... Emissions FCC part15 class B INSTALLATION SPECIF AC output conduit size /AWG range ................ 3/4" minimum / 24-6 AWG 3/4" minimum / 8:3 •AWG .. .............................................................................. ........... DC input conduit size / ft of strings / 3/4" minimum / 1-2 strings / 24-6 AWG 3/4" minimum / 1-2 strings / 14-6 AWG AWGrange .. ......................... ............................................ I..... ........... ............................ Dimensions with AC/DC Safety 30.5 x 12.5 x 7 / 30.5 x 12.5 x 7.5 / 30.5 x 12.5 x 10.5. 775..315 x 260 in / Switch (HxWxD) 775 x 315 x 172 775 x 315 x 191 mm ........................................................................................................................................................................ Weight with AC/DC Safety Switch ht with AC/DC t...... ch 51.2/2 3.2 54.7/24.7 88.4 / 40.1 ........................................................... Ib / kg ........... ....... .................... cooling ...•.••Natural Convection Fans(userreplaceable) ...<.25................................................................ ........... Noise .......................................... ......................................................................................................................... ........... Min: Max. Operating Temperature -13 to+140 /-25 to +60 (CAN version**** -40 to+60) 'F /'C Range ........................................................................................................................................................................ Protection Rating NEMA 3R • For other regional settings please contact SolarEdge support •• Limited to 125% for locations where the yearly average high temperature is above 777/25-C and to 135% for locations where it is below 77'F/25'C. For detailed information, refer to htt //•^•^• h d /NI =/pcifshryarter dc o ershina tilde ocif ••• A higher current source maybe used; the Inverter will limit its Input current to the values stated •••• CAN P/Ns are eligible for the Ontario FIT and mi—FlT (microFIT exc. 5E11400A-US-CAN). ZepSolar Triangle Array Trim Information Sheet TRIANGLE ARRAY TRIM I INFORMATION SHEET The Triangle Array Trim is a non-functional PV component with Left and Right versions that is specifically designed for appearance. It is intended for use in Landscape arrays of Zep Compatible" modules, with a stagger design where the rows of PV modules are offset exactly at the halfway point. Triangle Array Trims may be installed without any modification of spans or cantilevers, given the following design considerations: • For ASCE 7-05, Exposure B or C with wind speeds not to exceed 100 mph, or • For ASCE 7-10, Exposure B or C with wind speeds not to exceed 130 mph • Ground snow Load not to exceed 20 psf • Listed by UL to UL 2703 for bonding and mechanical loading AM II1� I 15 506 1 120.1691 _ �1 15.686] !� 512.3 --11 144.43 131.7611 806.73 C GpMPAp,e FA/0� COMPPr &LISTED Document 800-1574-001 Rev D www.zepsoLar.com - PAGE: 1 of 2 © 2014/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications changes without any prior notice. All rights reserved. Date Last Exported: August 6,201411:19 AM ®. ZepSolar TRIANGLE ARRAY TRIM I INFORMATION SHEET Mechanical Installation 1 2 Each Triangle Array Trim component has four points of structural connection with adjacent modules. These are special hardware fasteners called "Zeps". Each "Zep" is permanently riveted to the Triangle Array Trim metal frame. Use the Flat Tool to rotate the Zep in place 90 degrees. Right-angled hook fits the matching gap on the "Zep". Cut-out gap fits the end of the Flat Tool. �f Flat Tool PV Triangle module Array Trim I 4 Cross Section Alignment notch used as a visual aid to indicate full 90 degree rotation. Document 800-1574-001 Rev D www.zepsotar.com PAGE: 2 of 2 0 2014/EN Zep Solar, Inc. Zep Solar reserves the right to make specifications changes without any prior notice. All rights reserved. Date Last Exported: August 6,201411:19 AM THE MOinamount 245-26OW POWER OUTPUT RANGE } MAXIMUM 9�OEFFICIENCY I - I POWER OUTPUT GUARANTEE As a leading global manufacturer of next generation photovoltaic 1_ products, we believe close cooperation with our partners is critical to success. With local presence around the globe, Trina is I able to provide exceptional service ' to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic, mutually beneficial collaboration with ' installers, developers, distributors l and other partners as the backbone of our shared success in 1 I driving Smart Energy Together. Trina SolarUmiled , vAvw.tdnosolar.com ' Trmasolar Smart Energy Together I 1 MODULE Fast and simple to install through drop in mounting solution Good aesthetics for residential applications Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HF, and many more) • In-house testing goes well beyond certification requirements • PID resistant � Certified to withstand challenging environmental conditions �� • 2400 Pa wind load • 5400 Pa snow load LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 00 g Addllronal v $9ox aloe horn Tdna solar9/rn�rWo�n li BOR �.� ty Years 5 ID 15 20 25 Tdna standard _ and vd N THE Trinamount MODULE TSM-PD05.18 DIMENSIONS OF PV MODULE ELECTRICAL DATA ®STC unit:mm Peak Power Watts-Pusx(Wp) 245 ! 250 ) 255 260 941 0-+3 Bapky�ew I1 �� q p I Power Output Tolerance -Prw(%) ` Mulllcryflalline 156 x 156 mm (6lnchos) Call orientation j 60 cells (6 x 10) 1 1 Maximum PowerVdtage-Vrn(V) 29.9 } 30.3 30.5 I 30.6 a i Moxtmum Power Cuaent-l-(A) 8,20 8,27 8.37 8.50 a Open Circuit Voltage-Voc IV) I 37.8 I 38.0 38.1 38.2 Short Circuit Current-hc(A( 1 8.75 8.79 8,88 9.00 Module Efficiency q. (i) 150 I 15.3- f-- '15.6 15.9 STC:Inotliance IOaD W/m'. CeO Temperature 26'C, PL Mass AMI.Saccording la EN 6a904J. ivpf<ol afeciencyredvnbn of 4.SXat 100 w/m'o<rnrding to EN 60904-1. I-V CURVES OF PV MODULE (245W) Iom 9.m o00W 1m 000W/m' - =ym I m S.m am 7EMPERANRE RA71NG5 MAXIMUM RATINGS 'm 2oow/rte Nominalo Rn can I ; Oporafionalrem roto I-ao-.es-e - 2m pera 9 44°C (Y2°q Pero Im Temperature(NOCT) ; Maximum System Iceov OCIIEC) om Temperature Coefficient of P.. 0.41%/'C { (volraee - I0o0VOCluy gm mm 7-0°' Som aom - .. - - VdtagelV) Temperature Coefficient of Voc i -0.32%/°C Max Series Fuse Rating I15A � ITemperaw�acaerfialemarhp_ o.os%/=c i WARRANTY 10 year Product Workmanship Wananty - �25YeorLinearPowerwortonry__ i .aJ IPlcoso rarer to product..,,only br d -t,) ELECTRICAL DATA® NOC7 ` Mulllcryflalline 156 x 156 mm (6lnchos) Call orientation j 60 cells (6 x 10) 1 ' Module dmensions : Maximum Power-Preu (wPI - -- 182 186 I° 190 193 3 Maximum Power Voltage -Vee IV) 27.6 28.0 28.1 I 28.3 ` . Maximum Power curtenl-lenJAI 6.59 I 665 6.74 } 6.84 Open Circuit Voltage (VI -V,, (VI 35.1 35.2 1 35.3 35.4 ' Short Ctrcutr Current (A)-1, (A) I 7.W f _ 7'10 _ I _ _ 7.17 - _ I 7'27. NOCI:Irtatliance a1000 W/m'. Ambient lempemfure 20°C. W,nO Speetl I m/i MECHANICAL DATA Solarcelis ` Mulllcryflalline 156 x 156 mm (6lnchos) Call orientation j 60 cells (6 x 10) 1 ' Module dmensions _ 1650 x 992 a 40 mm (64.95. 39.05 x 1.57lnches) i Weight 21.3 kg 147.0 lbs) I Glass 13.2mm(0.13 inehess),High Transmission. AR Coated Tempered Glass Backsheet_ White - Frame i Black Anodaed Aluminium Alloy with Tri -mount Groove IJ -Box IP 65 or IP,67 raled Pholovoifalc Technology cable 4.0 mm'(0.006 inches'). (Cables 1200 mm (47.2 inches) l connector MC4 i CERTIFICATION , I�4 `aa oP, i `ail PACKAGING CONFIGURATION Modules per box: 26 pieces Modules per 40' container. 728 pieces AUTON. READ SAFETY AND INSTALLATION INSTRUCT. IONS BEFO RE USING THE PRODUCT- 'V'NA1" T® 4)20111rinR Solar Limited. A9 dgMfroferved. Speaficalionf Included In lhlf tlatafheet ore subfect to q k rmasolar tlhnn9eQ-1nallea. Smart Energy Together