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®�gUFFOL�Cp` , Town of Southold 2/16/2016 G ( yc€ P.O.Box 1179 53095 Main Rd 440 #P Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38093 Date: 2/12/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2195 Edwards Ln, Orient SCTM#: 473889 SecBlock/Lot: 18.-3-6.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/15/2015 pursuant to which Building Permit No. 40111 dated 9/23/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DEWLLING AS APPLIED FOR The certificate is issued to Adriano,Ernesto&Adriano, Generosa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40111 02-03-2016 PLUMBERS CERTIFICATION DATED Authorized Signature - TOWN OF SOUTHOLD ;�S11fF0(,rBUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o� SOUTHOLD, NY * baa 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#: 40111 Date: 9/23/2015 Permission is hereby granted to: Adriano, Ernesto & Adriano, Generosa PO BOX 265 Orient, NY 11957 To: install roof-mounted solar panels as applied for. At premises located at: 2195 Edwards Ln, Orien SCTM #473889 Sec/Block/Lot# 18.-3-6.12 Pursuant to application dated 9/15/2015 and approved by the Building Inspector. To expire on 3/24/2017. Fees: • SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 111 Buildi g Inspector .s Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 ' 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial $15.00 Date. q \lv ,1 i , New Construction: Old or Pre-existing Building: (check one) Location of Property: Q o. _ ,4 S .\--4_ En b en+ 1 OS-) House Street Hamlet Owner or Owners of Property:_Sickt\e ^ea2A b ---- Suffolk County Tax Map No 1000, Section rt Block Lot C, , lL Subdivision Filed Map. Lot: Permit No._11 Date of Permit. Applicant: 5bV-rCl A-a,_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5U (:::::: 1._ _ Applicant Signature i le„ ... /oeic/#pF SOVIf®l Town Hall Annex t O : Telephone(631)765-1802 54375 Main Road C 4 ligZ Fax(631)765-9502 P.O.Box 1171 „ ®l wok• % roger.riche rt(a�town.southold.ny.us Southold,NY 11971 0959 '=& Nr I BU LDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Adriano Address: 2195 Edwards Lane City: Orient St: New York Zip: 11957 Building Permit#: 40111 Section. 18 Block: 3 Lot: 6.12 I 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 X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2.65 KW Roof Mounted Photovoltaic System to Include 10- 265 W Panels, 1-3000W Inverter AC and DC Disconhects Notes: Inspector Signature: (2.- — Date: February 3, 2016 Electrical 81 Compliance Form.xls Version.#48.9_. � SolarCit i iILI 1 J I 11 DEC 212015 , } ..I c,, :n1aI r, , , Project/Job# 119740 _ RE: Installation Approval Letter Permit#40111 Date of Installation: 12/5/2015 Date of Engineer's Inspection: 12/16/2015 Project: Adriano Residence 2195 Edwards La End Orient,NY 11967 To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elerjients. SolarCity has reviewed the PV installation that was spcified for this project.The review was performed to verify that the installation was performed in general conformance with the plans1and specifications and that any modifications were acceptable. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project,please do not hesitate to contact me. Paul Zacher, P.E. Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com 6F NE/4/y <,,I`,..K. Zigcy,p�'„ * F X-Af11 �' E. Vat ii:jg , .,_7. OA 91365ai 1' s<<t,i)OPESSIO ' 3055 Clearview Way San Mateo,CA 94,02 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com FIELD INSPEC3 QN REPORT DAA • w COMM? TS 'QUND,A.r'ION(1ST) . . . .. •' l ; f, .. • FOUNDATION(2ND) . . • ROUGH FR t q& •. . . _ _ . H - PLUMBING ---.-.-=-- . • h • y INSULATION PEAN.Y. """ -g STATE ENERGY CODE, , . • . . . . r • ., . .. .. .. .. . ' r• . :. 1 1 I 1 e 1` ! It II 11111 I , , r . . • ..-• _ -/I .. i• t , • . . , ti ' ,i Vii " 1 ... ` ,G • 'I. . . Z.' ' . . . •• . . ""\. . .-ylitc)-coAa,h- Oil ceAhCoor,, .... 1. . . . . 14 C Ce,( a. : . ! „ 2T .,T . . . . , , .. . . . H►.Jt •• .., .. . .',. . ti• • i.1• .. -.• t .,. . t �[�9] t '4 . . , 1 O • J Z . , .d-- r . . RI 4 -. A . , b - - I BUILDING DEPARTMENT Do you have or need the following,before applying?N 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. 01// Z Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ih, ,20 Single&Separate Storm-Water Assessment Form 2 Contact: Approved ,20 / } Mail to: Disapproved a/c 1 Phone: Expiration ,20 4., e ,;,,, F r ;__ --, :. Ins•ectoi 1 but APPLICATION FOR BUILDING PERMIT - SEP 15 2015 f Date 9 `v , 2101 J INSTRUCTIONS , a. This appi i ion • I .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(ot 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 w Pole 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 H 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, SiIliffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additio?s,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. /{--fit A - i- Cat C et f' scAor, (i_____R (Signature of applicant or name, if a corporation) 6a.b m b-tW-Pew Aetopp(Mailing address ofapplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (5e.:\-- / e- Name of owner of premises erv,,,, Q., r-. A I (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. a„p�—`-) t Plumbers License No. Electricians License No. s 211/11,____P , Other Trade's License No. LOb�` t 3 1. Lo , ion .f la_ d on ich proposedork.will be;done: ek Y' r House Number gr 1 if Street ,' `'r"�'-�.�. • Hamlet � County Tax Map No. 1000 Section ) -- • s +''a. `,Block'''', 3Lot , I • a Y Subdivision Filed Map No. Lot ,O 2. State existing use and occupancy ofrprnises 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 Wor.C.0 - ((`(\CJ Sol dit— (Description) 4. Estimated Cost _ 1i c , (�(� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars r6' If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 r8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ("0. Size of lot: Front Rear Depth X10. Date of Purchase Name of Former Owner r11. Zone or use district in which premises are situated Does proposed construction violate any zoning law, ordinance or regulation? YES NO4 13. Will lot be re-graded? YES NO Will excess fill be removed from remises? YES NOV 15�ie� .r?3o �1� 14. Names of Owner of remises?rn-& Adc ice n0 Address a l�� �5LPA-13.9) NC Name of Architect l O 1 7 g�lf\P✓ Address lcb e cr « (� � 60..0: l IC C` (gl �� -, Phone No. (3 �b Name of Contractor .��rr� C_ . Address�'(a.�1,'Vt��Y � � 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. 96/ 3 b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: _COUN_TY OF ) �,�, " _ __� __ _ - -being-duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the bat aC` ( (Contractor, Agt, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have per • Zed t.e said work and to make and file this application; that all statements contained in this application are true to the be `. ,�,A 'ge and belief;and that the work will be performed in the manner set forth in the application filed •er;Jill. 04�X19 Sworn to before me this/ � �Q� '00%,0°0 9 do /Aday of�h d'!l//eV2 20/ .�y0• .46 d r t / (0 Not.ry blic Signature of Applicant • a t A. Russell � �.° " x -''=- TORM\WA\TER - SUPERVISOR MANAGEMENT SOUTI:iOLD TOWN HALL-P.O.Box 1179 p i 53093 Main Road-SOUT1 OLD,NEW YORK 1197 \Ito, Town of Southold CHAPTER 236 - STORMWATER.MANAGElyIENT.WORK SHEET {TO BE COMPLETED BY THE APPLICANT) DOES ]I 'S C INVOLVE ANY OI? THE (FOLLOWING: . tar=ALL THAT APPLY) L N° A. Clearing, grubbing, grading or stripping of land which affects more '• than 5,000 square feet of ground surface. 0 Ef B. Excavation or filling involving more than 200 cubic yards.of material within any parcel or any contiguous area. 0 i2(C. Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. . .; ❑E b. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred year floodplain as depicted on FIRM Map of any watercourse. 0 c3'F. 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 yon answered NO to all of the questions above,ST0171 Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax)lap Number! Chapter 236 does not apply to your project. If you answered US to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit your Building Permit Application. 1„,reo I:(Pm• —Owner.Design Professional,Not,Contracts;Other)^ S.CT h. * 1000 Datc Tr•--tyq NAME - - 4.al.A. A. ..L� . .* QCT • -LCL I-- Oldj_t _ r eCt,an Block Lot (;); ` - -.FOR BUILDING DEPARTMENT USE ONLY=°'� • Contact Information: ... -22_)____ 8Y-A- , [FNcpmrt Num v • � Reviewed By: ✓V — _ ., iS - Date: 110) Pro•erty Address/ Location of Construction Work: • l 1 4, - - 1, _''rk16 Eiti Approved for processing Building Permit. Stormwatcr Management Control Plan Not Required. -• _ �l at .,...,_,.__.._ E ! Slormwater Management Control Plan is Required, (Forward to Engineering Department for Review.) FORM " SMCP-105 MAY 2019 • . 6 /6 # 9tilOtiF7 ; ai : 11ffi1-20-i0 �4 t • Town Hall Annex • • J Telephone(631)765-1802 54375 Main Road cn �� (631)7652 P.O.Box 1179 Ifeeliffit* :" • • • @ �� rogenrichervaraou o .nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • • • REQUESTED BY: So lax Ci+NI Date: 1 -Z(1.--r,S Company Name: 5610.A. C Z4-4 • Name: . KrAn License No.: 51331 - ?� �i E • Address: q �' !"" Cy-- .OV Rauprote, NY 117a • 'Phone No.: (TTur) c1 an - ' q6I-5 / Li t JOBSITE INFORMATION: (*Indicates required information) *Name: Cine 5 £x-i Qy L7 *Address: 'WC A-L C2 rYkS 1---& Ervl brie �' l'On f *Cross S_ treet: *Phone No.: 63i)A__ v1g-2Permit No.: O Tax-Map District: 1000 . Section: 11 Block: Lot: *B IEF DESCRIPTION OF WORK(Please Print Clearly) 1) t c\— SO\ rr fiet Vle 1S (Please Circle All That Apply) *Is job ready for inspection: Y. S/) Rough In Final *Do-you need a Temp Certificate: er/ 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 APPLICATI N I b av\wk � C) ce‘\S --1= apit (._>--(---(-1 SC -2_6,T- 82-Request for inspection Form IILL%L ete, & 3 '; STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (650)963-5100 SolarCity Corporation 3055 Clearvlew Way Ic.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location afInsured{Only required if coverage is specifically ld.Federal Employer Identification Number of Insured or Social Security Number limited to certain locations in New York State, Le, a Wrap-Up 02-0781046 Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0182014.00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 9/1/15 to , 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box If all partnere/officers included) El all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" 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"2". The Insurance Carrier will also notify the above certificate holder within 10 days IFapolicy is canceled due to nonpayment of premiums 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 validfor one year after this form is approved by the insurance carrier or its licensed agen4 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: Lola Kamimura (Print name of autho d represen 've or licensed agent of insurance carrier) Approved by: a 4,'1 \17,11 ) (Date) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier: (415)538-7109 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 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. 11 C-105.2(9-07)Reverse 7 ® DATE(MMIDD/YYYY) AR v CERTIFICATE OF LIABILITY INSURANCE 08/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK& INSURANCE SERVICES NAME:PHONE 345 CALIFORNIA STREET,SUITE 1300 (A/C.No.Ext): (AIC,No): CALIFORNIA LICENSE NO 0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn Shannon Scott 415-743-8334 INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zurich Amencan Insurance Company 16535 INSURED INSURER B:Amencan Zunch Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER POLICY EFF POLICY EXP LTR _ TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYYJ jMMIDDIYYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY GL0018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 DAMAGE RENTED CLAIMS-MADE I X OCCUR PREM SESO(Ea occurrence) $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY PRO X JECT LOC PRODUCTS-COMP/OPAGG $ 6,000,000 OTHER SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS x NON-OWNED O WNED PROPERTY raccdentDAMAGE) $ Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION _WC018201400 09/01/2015 09/01/2016 X PER STATUTE 0TH A AND EMPLOYERS'LIABILITY Y/N WC018201500(MA, 09/01/2015 09/01/2016 ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descnbe under 1,000,000 DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services I I Charles Marmolejo Com—......----7---‘-'6---:— . ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD - t SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR LICENSE TP., • ' SHAUN E CHAPMAN This certifies that the 6112"`="4m SOLAR CITY CORPORATION bearer is duly licensed by the • Lkekntdontne 00i Lifted County of Suffolk 52057-H 08/01/2013 ic‘ ps0): ClowlniOns amummwa 08/01/2017 SUFFOLK COUNTY DEPT oF LABOR, LICENSING&CONSUMER AFFAIRS • i • JASON KANE ememennommes T1118 cettfies that the "'calm* bearer is duly SOLAR OiTYCORP. licensed by the county of sufrouc ' 51331-ME 03/1e/2013 Maki eir.1100Ir I IMOTWIRINGAIN 03101/2017 • • �s f I R10-e5_021 1 ...–,_.•...._.___.__,..-.....�.......�..._......–..�_..,.�— --. a--.....-._..........._...,-......._..-...e...�..•_....,,...-...--_..........._.. ..«. )..-...... _ ..L..._...,•._ _,......__ .._..... -..,. _ .,. ,.0 --.. .___— • i i 1 Ji - CC,Gi -(--- - ---- -- I - FR'% Yu.. itlpppPERTY 1 _ 1-t'�1,• P,{r Ft2R LE✓6M1..Fi.5-.ov I tire'k eeoe'7A�� i'_- .___ �r,�,� I �.o'RIGHFo�.,vA 6o C.B. �G'- 6nB '154 PIoIlr'F-WAY X '1b_ FYeo'.6. tt.....1.31,-/ I 'I ,� -' =_ ReWSO DRIVE`NAY (pRHN)i- . i �i - �2__ - _s76 swpEy plrr - saa+e =ow.aR.7 t�,Ne i • ygN .. sled F - =x._._ ,, -- .-- e6' r wAr III- g.LL ecWAT�stmP-LlO*� -�• Fv 7 qN�p oR1�BAVIpoNnCNIAL Y7RvsVEu_- __,_24- 1 _,_ E i7 SWAG GlLPUTT..OPGf.... � i I I clacriEw S�TION � i ..Ila+S/BG.F l'"':.° i 1 • f '�po f {—GARAGE WAU- '3,400 EAR;(AFRO ) C a9EO R`MO ~`1 CFLV�01111 WAO w t3o \NjF faoCWWEZ 1500 Sot FT .'r I 1.0%AnoN lTF Oso so.GT) \ hj1 •.CVTSICE� 7Y , I/ \ \ wel%l -� 1111 I t�,vEo DRIVEWAY-� PIT--H} _r t�rrc,l at,sm�) \• p/ l 'N , ' 1 __'„� -cam i1E� c - \\ . 1 h„ 11 1 11; .-_. oRN,EiL:rt 0.I3ARSD/ARES. \ „...s„....:,-----..-- \ rN1� s+91 eat.-- vU-11 Q1+ l'1 Ctrs' " " l . 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GBo.p'PO M USW/F•AN C�0P1'MICATC /RSOUPEn�•IT" ( R� -'`/�- `nF��N p�'yL i ' ` ' '10770-=?-1"k" )..e. ..'>rf.._ ,i ;.<,i1FG:he.,.t:r«-„_... ,.v_...•__�..Te...:�.. I a • NcRo�vi�w A-A Y �'TS LO ATf• •N MAP SITE PLANE .PF0WOE1+19 sOWSI,�FF^.��' Na«FO, 1 __ ;rrM)KS,Nade�"s�+E a• mo CESSPOOL arc (EaEO 1Retem0So:2-4-oG co or oG•,,,et...‘ 9.-dLlc: 1 dQO=Qr sew p yy Vann ~ LS14,Ss$u1Rr OFFIIRITSCE C ,r' -., (I ow M6K2'Ft,seavlcass a�tcs ,.._•.;„.y.o` '�,m, PIFGPOSEZ I-FAMILY Rrs81DL'NGB I�f4MR�MFE6>�NE�`1bNx24°`I`I� �wrv6eneNT WS CCTERMwes = g o-,I —— .2.196 JARC6 L.N.M. NEW 7oR•K 11957 TiSr.Fffi ] Iw'h'i't o 1 rfilTIIT •IP gaOp.IOWAY .I>3 FOJN0 tF 9GPR�CNT, �-`J M.F evnPONOtNTD 3•d••LL,1!E-2'-'O"HIN, •`Yt/ ! CAw3.TIT1.H• o�.wl1C O2 2006 Aaove vIa)nNL>vl4ftlui 15 u11�so. �y0/4'' S1T��L°d I(PLOT F�+)�I��U •S LpN i aLi tS lsxAtt�a5t{ r9lt� �A�" N c czcesv1@w s+l9C1 t easlasrc.suhver o.TAN r•uaLi r,.9 -• LOC+�rcC=T4 MAPT ----- - - ---SDE ari,:a pR NG CII'TAMO FILL A$ LIC BC TAMQ5cARE PRGFE9CIQNAL. • SP-1 1 ammo NNTft:i MASK+�iC-E OR C� �~ DRNNAss)is Tb BE[)R7@. cItH�B. ---- t ac•FtrrbcT �4*,+rte y 1 +, • Version#48.9 * SoIarCity ® August 16,2015 Project/Job# 119740 RE: CERTIFICATION LETTER Project: Adriano Residence 2195 Edwards La End Orient, NY 11957 To Whom It May Concern, 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 -MP2: Roof DL= 11 psf,Roof LL/SL= 15 psf(Non-PV Areas),Roof LL/SL=7.8 psf(PV Areas) -MP4: Roof DL= 13.5 psf, Roof LL/SL= 15 psf(Non-PV Areas), Roof LL/SL=7.8 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19935 <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. OF NEIN Please contact me with any y questions or concerns regarding this project. • 1 K. Zile O Paul Zacher, P.E. 7• ', if Professional Engineer 0. .1 ,E,A T: 916.961.3960 x101 . ;,.— email: paul@pzse.com EM9136 2.8 0 91365 \</ fr°FESS100 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 203771 CA CSLB 888'04 CO EC 8041 CT HIC 0032778 DC HIC 7110108o DC HIS 71101488 HI CT 20770 MA HIC 168572 MD MHIC 128048 NJ I3VH06160800, OR CCB 180498 PA 077343,TA TDLR 27008 WA CCL SOLARC'91007 Cr 2013 SolarCity All' 1-45 roserved 08.16.2015 tea, a ° PV System StrfTlICtUTE[l Version#48.9 d''''t3e‘ c_--))_1 CO-LI C_ty Dasrign SoThweCS - -- - - - - - -- - - PROJECT INFORMATION &TABLE OF CONTENTS Project Name: __--_-m_ Adriano Residence ____•_-____AHI_ _ _-__ ,Southold Town __-___ Job Number: 119740 Budding Code: 2010 Residential Code of NY State _____ Customer Name: _ _ - -_Adriano,Ernesto _ _ Based On: T IRC 2006/IBC 2006 Address: 2195 Edwards La End ASCE Code: ASCE 7-05 __.___..______ City/State: .._._Orient, _ -- Nr. . ---Risk_Category:.__ Zip Code 11957 Upgrades Req'd? __ No ---------- ___Latitude/Longitude: 41.150292___ _ _ _ 72.298924 _ StampReq'd? Yes _ SC Office: Long Island PV Designer: Cody Anderson 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 = 0.19935 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP ^'s �'. • ,4 ` Y l 40 t� O•rJ e,n•# - -O iser"pond - 3 ".! � • o. ? ,• Historical;So-ciety:.' - w ''" '", orient, = o 6. 7,,4- v' .r �,` �'' 1 ,t!' .. bar �: • ,', ., .t i rz ' ',I !T r 4/61 Ogle'a elc2u oo•le Ima•e ©2015 Di•italGlobe N \ ot'.CIS �USDA.Farrt Seryl eA4bric, 2195 Edwards La End, Orient, NY 11957 Latitude:41.150292,Longitude:-72.298924,Exposure Category:C STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP2 ' - Member Properties Summary- ° MP2 - Horizontal Member Spans Rafter Properties. - Overhang 2.16 ft Actual W 1.50" ' Roof System Properties ' . 'Span 1 ''- ` 14.11 ft . `' Actual D 9.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material • ' _ .,Comp,Roof ' Span 3: j „ ,A , 13.88 in.^2,. Re-Roof No Span 4 SX 21.39 in.^3 Plywood Sheathing, , Yes Span 5 ° ' IX ° 98.93 in:^4 Board Sheathing None Total Span 16.27 ft TL Defl'n Limit 120 Vaulted'Ceiling No ' PV 1°Start - ' ° 1.50 ft ' Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 9.92 ft Wood Grade #2 Rafter,Slope', ` • 37° ' PV 2 Start ° ` - Fe 875 psi° Rafter Spacing 16"O.C. PV 2 End FV 135 psi Top;Lat Bracing • . . Full PV 3 Start . 'E '',, 1400000,psi, Bot Lat Bracing At Supports PV 3 End Emin 510000 psi 'Member Summary , ,. . Roof Pitch . . 9/12 -. , Initial Pitch Adjust Non-PV Areas. PV Areas . Roof Dead Load DL 11.0 psf x 1.25 13.8 psf 13.8 psf PV,Dead,Load ,PV-DL. _ 3.0.psf . x 1.25 . . • , • ' 3.8 psf Roof Live Load RLL 20.0 psf _ x 0.75 15.0 psf Live/Snow Load : " '° LL/SL1'2 . 20.0 psf• x 0.7 I x-0.39 "14.0;134 7.8 psi, -. Total Load(Governing LC)° TL 27.8 psf 25.3 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)pg; Ce=0.9,Ct=1.1,I5=1.0 ' 'Member Design Summa (per NDS) , Governing Load Comb ' CD CL(+)'. CL'(-) CF- ` Cr D+S 1.15 - 1.00 ` 0.30 1.1 1.15 .. Member Analysis Results Summary , Maximum Max Demand @ Location` 'Capacity ' DCR - Load Combo Shear Stress 25 psi 2.2 ft. 155 psi 0.16 D+S Bending(+)Stress', - ' 466 psi -9.5 ft. , , 1273 psi ' 0.37 ' ' D+.S .Bending(-)Stress -47 psi 2.2 ft. -381 psi 0.12 D+S Total Load Deflection` - - ,.0.33.in. I -L/635 9.3 ft. 1.77 in. I L/120 „- 0.19 ., •D+S. 'CALCULATION OF_DESIGN WIND LOADS-MP2 - - - - - -- - - - - --- ----- - - - - - -- - -- -- -- - - - Mounting Plane Information Roofing Material Comp Roof PV System Type _—_ _-- -____-•- SolarCity SleekMountT"' Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope37 0 Rafter Spacing _-- __----- _-- 16 O.C. Framing Type/Direction Y-Y Rafters Purlin_Spacing. __- --------- X-X Purlins Only... ___.- _-__—_-- . _._ _NA_-------____-----____-- Tile Reveal Tile Roofs Only NA ------------- - ---- - -- -- ---- -------- Tile_Attachment System_•, Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA -•---_._____.___ _ Lind Design Criteria nd Design Code _ d__-_______________-,__-_ __�ASCE 7-05 nd Design_Method _�_ ___ __—___ �_- _.'__- ______�___?artially/FUily Enclosed Method __ __,__ sic Wind Speed V 120 mph _____u-- Fig. 6-1 posureCategory - --__--__ ___,__._._ ..._ - ._. ._..;M_ . __._----_ —_--___ ____________._-____.__..._ ___ ..._Section 6.5.6,3_ryof Style __�_ __ __ Gable/hip RoofFig.6-11B/C/D-14_A/B an Roof Height 'h 25 ft Y— '-_ Section 6.2 Wind Pressure Calculation Coefficients ' Wind Pressure Exposure lc 0.95 _ Table 6-3 Topographic Factor- -__ Krt 1.00 _ - Section 6.5.7 Wind Directionality Factor Kd 185 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Dowe)' 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up pkupi -28.1 psf Wind Pressure Down P down) 25.9 psf ALLOWABLE STANDOFF SPACINGS ` X-Direction Y-Direction Max Allowable Standoff Spacing,-_ _ Landscape _ _ ____--___64 __ _____,_________._ 39" Max.Allowable Cantilever____ _ __ ---,-_Landscape ,_._,-m.. _-.-._ __ 23" NA_,. Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib17 sf PV Assembly Dead Load __.. W-PV 3.0 psf Net Wind-Upliftat Standoff _ __ .._ T-actual . .___ __ 467 lbs ____ __ ______ ._ Uplift Capacity of Standoff T-allow500 lbs_ Standoff Demand%Capacity DCR _ - ._____ -- --93.3% - -_ `` .. -_____ p_,,.____,__._______ X-Direction Y-Direction Max Allowable Standoff Spacing _ Portrait32"32" 66" Max Allowablent Cailever _ _ -.Portrait ,_.._ _. ._- 14° _NA.._.._-- Standoff Configuration Portrait Staggered Max Standoff_Tributary Area _.- Trib ,._ __ _ --- 15 sf_� -_- ---_. _______.__._._ __ -_______- PV Assembly Dead Load W-PV 3.0 psf r . Net Wind Uplift at_Standoff__ ___ _ _ _ __T-actual_, _.- -390 lbs Uplift Capacity of Standoff____,�___,___ - T-allow _ __�, 500 lbs Standoff Demand/Capacity DCR 77.9% _-_,..___ -_.- _ __ ___ _____ iSTRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 i Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft , Actual W 1.50" Roof System Properties ' ' Span 1' •- 10.85 ft ' Actual D 7.25" Number of Spans(w/o Overhang) 1 Span 2 _ Nominal Yes Roofing Material - Comp Roof Span 3 ,A . 10.88 in.^2 -- Re-Roof No Span 4 SX 13.14 in.A3 Plywood Sheathing . Yes- , _ Span 5 - Ix - 47.63 in.^4 Board Sheathing None Total Span 12.01 ft TL Defl'n Limit 180 Vaulted Ceiling. ' ` ' -Yes., ' PV 1 Start 0.83 ft ' Wood Species' SPF'•_ Ceiling Finish 1/2"Gypsum Board PV 1 End 11.92 ft Wood Grade #2 Rafter Slope ' ' ' , • 37° " ` °PV 2 Start ' "Fb ' ` 875'psi. " Rafter Spacing 16"O.C. PV 2 End FV 135 psi Top Lat Bracing , . ,. Full' PV 3 Start E 1400000-psi, Bot Lat Bracing Full PV 3 End Emin 510000 psi ,. Member Loading Summary ` Roof Pitch ' 9/12 Initial' Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.25 16.9 psf 16.9 psf PV Dead Load . .PV-DL • • 3.0 psf z 1.25 _ 3.8,psf° Roof Live Load RLL 20.0 psf x 0.75 15.0 psf Live/Snow Load LL/SL1' 20.0 psf x 0.7 I x 0.39 ,• 14.0,psf 7.8 psf' - Total Load(Governing LC) TL 30.9 psf 28.5 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(I,)p9; Ce 0.9,Ct=1.1,Is=1.0 ' -Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) - , CF Cr D+S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary, ' ' Maximum Max Demand , @ Location Capacity - DCR ,. , Load Combo Shear Stress 25 psi 1.2 ft. 155 psi 0.16 D+S Bending(+)Stress,., 498 psi 6.7 ft. , ` - 1389 psi 0.36' -„ D+-S, Bending(-)Stress -25 psi 1.2 ft. -1389 psi 0.02 D+S Total Load Deflection•' , 027 in..I L/604 , ' " 6.6 ft. ' ' 0.91 in.1' L/180 . " 0.30 D+S ti [CALCULATION OFwDESIGN.WIND LOADS-_MP4:_.^ ,=–11 1 ,:` __ _ _,. _ --r _.�wr_~�_ __ Mounting Plane Information , Roofing Material Comp Roof PV System .Type__. '.__. i_____-_ < „ ___. ' _ ' SolarCity SleekMoountT'"._ - _ .,.�'_ __ __. Spanning Vents No Standoff(Attachment Hardware) , , Comp Mount Tvoe C . . Roof Slope �� 370 _V __ _ Rafter Spacing -._,_.�..�.__..__. 16".O.C_...�._.._. Framing Type/Direction Y-Y Rafters Purlin Spacing_ _._ ._ X,X Purlins Only-- � -LNA ;. ---.... __._-_._— -_._— Tile Reveal Tile Roofs Only NA :—..L.,7,777.'":27-7.::: tile:Attachment° ystem' .-....b . . ,--.__ Tiie,Roof-70n.Iy_._,.- _ _.._ "" .. ,__ ._,_ ._... _...'NA, , .. ,7,77..- -__ ._,-w_7. _..._v.._„ _...w Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria- - - Wind Design Code ASCE 7-05 Wind;Design..MetlioC_-. ; -.-,, ,,,,_. " ` , ,_'_ __:.',„':-2_,,_,_ },_.,..-_.wwL,�Partially Fully;EnciosedMethod, _ ,, ,w -_W Basic_Wind Speed V _ 120 mph — _ Fig."6-1 Exposure Category -..._. ., .. ;... -- v,_. .w.. : .._-.._., w..... .,-C ____: ,..._.._ ,-_ _.,,. _ Section 6µ5.6r.3 Roof Style Gable/hip Roof Fig.6-116/C/D-14A/B of Mean RoHeight— h - -- -' - , 25 ft --'�--' a. Section 6.2 Wind Pressure Calculation Coefficients . - ` Wind Pressure Exposure KZ _ 0.95 Table 6-3 Topographic'Factor.t ' '' _,.._„H M i<rt_- v ..� '__. ....k.,.. __ .,_.___. '"n1':00, _ __ .� _�_ _ .'..,,_" .. Sectio , n6.5.7_R Wind Directionality Factor, __ Kd_ 0.85 Table 6-4 Importance.'Factor I• 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)N^2)(I) Equation 6-15 29.6 psf ' ' Wind Pressure ,- Ext. Pressure Coefficient(Up) GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext.;Pressure Coefficient(Down) „ . GCp coowol rt. ' „, ., , ' 0.87, ` - Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind Pressure Up Prup) -28.1 psf Wind Pressure Down , P dowel 25.9 psf - ALLOWABLE STANDOFF.SPACINGS ' X-Direction ' ; Y-Direction;;. Max Allowable Standoff Spacing_ Landscape _ 64" 39" Max.Allowable Cantilever`___ __Landscape _ . ,. ___;____-_-_77---; x23"__- ___"_,,7 "i-___-_ - —_----,NA_-___, Standoff Configuration Landscape Staggered Max Standoff Tributary rea'.' __ ' 'Trib _ •- ' : _ ' ' _17 sf _' - °__�._'___ PV Assembly Dead Load W-PV 3.0 psf� Net.°WlndpUplift.at.Standof L„. .-.,_:.,,, ..,-:T9T Tactual....,... 77:7„:::72,727,:-----. ,.<.,,, 7-467 lbs:. A ,...�, _, . „ :::::777.7, Uplift Capacity of StandoffT-allow 500 lbs Standoff Demand/Capacity 'DCR _-^ - , _93.3%�� - - T�� - X-Direction Y-Direction- Max Allowable Standoff Spacing Portrait 32" 66" Max_AllowableCantilever—.._.' _, "__' 'Portrait ' • � ' ' ° _ -14 " - �_ y-_ ' NA Standoff Configuration Portrait Staggered Max StandoffjTributary.Area,L, „w. -�...w.., J Trib -...,,..,,,._-.. "..w."."._-.0„..:,._.,W.-. 15,sf ,,..._.. a.”:—.. .-�.., ,�-.,, .,, :.,:_2,,:„. PV Assembly Dead Load _ W-PV 3.0 psf _ Net Wind Uplift at Standoff - -, `_ T-actual �� #� _ -390 lbs _.- - Uplift Capacity of Standoff Tallow 500 lbs Standoff Demand/Capacity' . DCR, 77.9%M , - ,- `- .1%.,• _ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES OFRCE 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 COMPLY WITH ALL CODES OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. NEW YORK STATE & TOWN CODES (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING ����®V � NOTED AS REQUIRED A .'� �T EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE �`' Os $1 !-h ....0_1GALV GALVANIZED HAZARDS PER ART. 690.17. DATE: B.P.# GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE ; • �_ ._ e 50 -- __ . IA' . ._,,,,!,'- OARD GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY FE'.____ _ BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. MOTIF BUILDING DEPARTMENT AT SOUT O D TOWNLTRUSTEES I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL 765-1852 8 AM TO 4 PM FOR THE Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). FOLLOWING INSPECTIONS: _ _._ — ' Isc SHORT CIRCUIT CURRENT J. DC CONDUCTORS EITHER DO NOT ENTER 1. FOUNDATION - TWO REQUIRED kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR FOR POURED CONCRETE kW KILOWATT ' ENCLOSURES TO THE FIRST ACCESSIBLE DC 2. ROUGH - FRAMING & PLUMBING OCCUPANCY OR LBW LOAD BEARING WALLDISCONNECTING' MEANS PER ART. 690.31(E). 3. INSULATION MIN MINIMUM 8. _ _ALL WIRES SHALL BE PROVIDED WITH STRAIN 4. FINAL - CONSTRUCTION MUST USE \Lf ,` fUL (N) NEWRELIEF AT,ALL ENTRY INTO BOXES AS REQUIRED BY BE COMPLETE FOR C.O. NEUT NEUTRAL `J UL LISTING. ALL CONSTRUCTION SHALL MEET THE ���®�� CE TllF��I'',�� NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE REQUIREMENTS OF THE CODES OF NEW OC ON CENTER ISL=LISTE6 LOCATION PROVIDED BY THE YORK STATE. NOT RESPONSIBLE FOR �� ®����11��� PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING DESIGN OR CONSTRUCTION ERRORS. P01 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 %Efe'd 'dAL TYP TYPICAL Q!`` 8t"E iotas' : ` s*LPRED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT '`— V °: . , u — ^ £ 3R NEMA 3R, RAINTIGHT _ f PVI COVER SHEET f � . I PV2 SITE PLAN W If • -' PV3 STRUCTURAL VIEWS 2-- :‘-• c • ' PV4 UPLIFT CALCULATIONS w.,•-• r " " ' % :" PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES - _ ' 4 ` ` '. Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 E ! , --'44..-4-'14, X� `{+ t# 3A'‘, ' R.C.N.Y.S. - ' • � 41 _ 2. ALL ELECTRICAL WORK SHALL COMPLY WITH t (� t r �� ` THE 2008 NATIONAL ELECTRIC CODE. �: .. : . - l.J,r 1 e„n'. 1 " `' .i ! ' :.,,..41,\............„., , * .4:1 : MODULE GROUNDING METHOD: * CySterpondS' .F , - '. fir.• _ AHJ: Southold Town HIStorical Sobfet ' . ' P , . , ' REV BY DATE COMMENTS ZZIEMI DATE COMMENTS 4 rr * , •• i' , 0 '''' MOM * UTILITY: PSE&G—Long Island (Public Service Electric ©© & Gas Co.) , • i`95 1 . � t.., . ....,,g . . ' � © i IaL�l �, , �, (1,1 { 0„I ; l�� - - `arm{ Vl� e C ,©©© * J13-119740 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HERON JOB NUMBER \``, S0Ia1Cit CONTAINED SHALL NOT BE USED FOR THE ADRIANO, ERNESTO ADRIANO RESIDENCE Cody Anderson �:•A y BENEFITOFAYONE EXCEPT SOLARCITY INC., MOUNTINGSYSTEM. � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2195 EDWARDS LA END 2.65 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODpLEs ORIENT NY 11957 TMK OWNER: ORGANIZATION, EXCEPT IN CONNECTION VIM ORIENT, 3055 gearvlew Way * THE SALE AND USE OF THE RESPECTIVE (10) Hanwha Q—Cells # Q.PRO G4/SC 265 / K M * PAGE NAME SHEET REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)San Moth CA 94)636-1029 PERMISSION OF SOLARgTY INC. ABB; PVI-3.0—OUTD—S—US—Z—A 6313238182 COVER SHEET PV 1 8/16/2015 (888)-SOL-CITY(765-2489)www.so'arcity.com PITCH: 37 ARRAY PITCH:37 MP2 AZIMUTH:149 ARRAY AZIMUTH:149 MATERIAL:Comp Shingle STORY: 2 Stories 0 ® PITCH: 37 ARRAY PITCH:37 'ID MP4 AZIMUTH:149 ARRAY AZIMUTH:149 MATERIAL:Comp Shin•le STORY: 2 Stories pF NEhySI Q//�,,, A0y�o,p�'J I I n. M' hu, ■ • F�P•1-31�1s 1 ��Ill r� `] oARCFESSIONP�� kJ, MP4 NM LEGEND 1... XI IV 0 (E) UTILITY METER & WARNING LABEL ® INVERTER W/ INTEGRATED DC DISCO Front Of House & WARNING LABELS DC DISCONNECT & WARNING LABELS , r A A ' I ®1 AC DISCONNECT & WARNING LABELS 11111 0 DC JUNCTION/COMBINER BOX & LABELS 0 DISTRIBUTION PANEL & LABELS N. LG LOAD CENTER & WARNING LABELS NO NO O DEDICATED PV SYSTEM METER A 0 STANDOFF LOCATIONS 111/ CONDUIT RUN ON EXTERIOR ©®® CONDUIT RUN ON INTERIOR ,GATE/FENCE 0 - HEAT PRODUCING VENTS ARE RED r,,-1 it 'I INTERIOR EQUIPMENT IS DASHED L!J SITE PLAN 4 Scale:1/16" = 1' �orIP ' 01' 16' 32' r f ■•_ S •■ CONFIDENTIAL-THE INFORMATION HERONJ B-119740 00 PREMISE OWNER: DESCRIP1ION: DESIGN: JOBNUMBER: -4.4, � CONTAINED SHALL NOT BE USED FOR THE ADRIANO, ERNESTO ADRIANO RESIDENCE Cody Anderson I„�Olar�'�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2195 EDWARDS LA END 2.65 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES ORIENT, NY 11957 ORGANIZATION, EXCEPT IN CONNECTION WITH (10) 3055 aeorvter Way THE SALE AND USE OF THE RESPECTIVE Hanwha Q—Cells # Q.PRO G4/SC 265 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MV11PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SENTTY INC. - T:(650)638-1028 F:(650)638-1029 ABB# PVI-3.0—OUTD—S—US—Z—A 6313238182 SITE PLAN PV 2 $/16/2015 (886)-SOL-CITY(765-2489)ww■.solareitycom • , , ,,,,,, ,.. do, , . 6 0 ——--- / 4" ► " i 1 10-10 " '— 1 14'-1" / 1'—.� -r lli\ . (E) LBW . +` (E) LBW SIDE VIEW OF MP4 NTS B SIDE VIEW OF MP2 NTS D MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" STAGGERED LANDSCAPE 64" 23" STAGGERED PORTRAIT 32" 14" PORTRAIT 32" 14" ROOF AZI 149 PITCH 37 RAFTER 2x10 @ 16"OC ROOF A7I 149 PITCH 37 STORIES:2 RAFTER 2x8 @ 16"OC ARRAY AZI 149 PITCH 37 STORIES: 2 ARRAY AZI 149 PITCH 37 CJ. . 2x6 @16"OC Comp Shingle C.J. 2x8 @16"OC - Comp Shingle • PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. , (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT Ciiiiir• POLYURETHANE SEALANT. iss ZEP FLASHING C ,It'�AT��� 1�5� (3) INSERT FLASHING. rZ�.jii � .....ju— (E) COMP. SHINGLE i'I I_ (4) PLACE MOUNT. (E) ROOF DECKING YAWN =11111 5/16" DIA STAINLESS (5) (5) INSTALL SEALINGLAG WASHER.I� ZA wy 1-(1,F K• Z.4 O STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES •" �ti �� C INSTALL LEVELING FOOT WITH ` � WITH SEALING WASHER ,r X11, BOLT & WASHERS. n ,,g✓ Ce (2-1/2" EMBED, MIN) - �1 '� 'i =E RAFTER eD STANDOFF •:b,0• 9366=c1�«t ' Scale: 1 1/2" = 1' orESSIONP CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-119 740 00 PREMISE OWNER DESCRIPTION: DESIGN: 'CONTAINED SHALL NOT BE USED FOR THEADRIANO, ERNESTO ADRANO RESIDENCE Cody Anderson �_ ,SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �••� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2195 EDWARDS LA END 2.65 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODDII s ORIENT, NY 11957 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearviee Way THE SALE AND USE OF THE RESPECTIVE (10) Hanwha Q—Cells # Q.PRO G4/SC 265PARS NAME SHEET: REVDATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN iNmER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB# PVI-3.O—OUTD—S—US—Z—A 6313238182 STRUCTURAL VIEWS PV 3 8/16/2015 (888)-SOL-CIT((765-2489)www.solaroltyaam UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONJ B-119740 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: FlDENIIAL— THE INFORMATION HEREIN JOB NUMBER: N4��� k4 CONTAINED SHALL NOT BE USED FOR THE ADRIANO, ERNESTO ADRIANO RESIDENCE Cody Anderson .v., rCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2195 EDWARDS LA END 2.65 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moo��s ORIENT, NY 11957 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 CleaMew Way THE SALE AND USE OF THE RESPECTIVE (10) Hanwha Q—Cees # Q.PRO G4/SC 265 PAGE NAME SHEET: REµ DATE San Mateo,CA 94402 PERMISSIONPEROFISMOLAART.VIIIHOUT THE WRITTEN INVERTER: 6313238182 PV 4 8/16/2015 (888)-S05LL-arr(7655-228 489)ww�ww..�arctyeam ABB# PVI-3.0—OUTD—S—US—Z—A UPLIFT CALCULATIONS GROUND SPECS MAIN PANEL SPECS ' GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number. Inv 1: DC Ungrounded INV 1-(1)ABB PVI-3.0-OUTD-S-US-Z-A LABEL: A (10)Hanwha Q-Cells # Q.PRO G4/SC 265 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.99 843 227 FCI Inverter; Zigbee 3000W, 240V, 96% - 10PV Module; 265W, 241.3W PTC, 40mm, BIk Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 36.01 Vpmax: 30.75 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! (E) 200A/2P MAIN CIRCUIT BREAKER (E) WIRING CUTLER-HAMMER - Inverter 1 PAR 200A/2P Disconnect ® ABB PVI-3.0-OUTD-S-US-Z-A (E) LOADS A - CO . .� r L, m N - Vstart= 120V 20A/2P GND _EGCI r!DC+ DC+ A rt'----���- 'b GEC ----� / m © N �� DC- DC- MP2,MP4: 1x10 1_L t GND I____EGC EGC J , N I , J _-- EGC/GEC Z-z C.D ----GEC _-� TO 120/240V SINGLE PHASE UTILITY SERVICE I 1 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. Voc* = MAX VOC AT MIN TEMP POI-(')SIEMENS#Q220 PV BACKFEED BREAKER A -(1)CUILER-HAMMER #DG221URB /fj C D� Breaker, 20A/2P, 2 Spaces Disconnect; 30A, 24OVac, Non—Fusible, NEMA 3R A —(1)Ground Rod; 5/8" x 8', Copper —(1)CUTLER—HAMMER DGO3ONB Ground/Neutral Kit; 30A, General Duty(DO) 2 (1)AWG#10, THWN-2, Black i (2)AWG#10,PV Wire,600V,Black Voc* =430.27VDC Isc=9.23 ADC -(1)AWG#10,1HWN—z, Red _ i —(1)AWG#6, Solid Bare Copper EGC Vmp =307.5 VDC Imp=8.62 ADC (1)AWG#10,THWN-2, White NEU1RAL Vmp =240 VAC Imp=14.5 MC . ;--(1)Conduit Kit; 3/4'EMT , , • ,, _ _, • ,, , • —(1)AWG#8, 1HWN-2,.Green EGC/GEC—(1)Conduit Kit 3/47.44T - JB-119740 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIALIED — ,HE INFORMATION EHEREIN JOB NUMBERSolarCity CONTAINED SHALL NOT USED FOR THE ADRIANO, ERNESTO ADRIANO RESIDENCE Cody Anderson �. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2195 EDWARDS LA END 2.65 KW PV ARRAY PART TO OTHERS OUTSIDE 1HE RECIPIENTS MODULES: ORIENT, NY 11957 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (10) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SlEEE REV DAlE San Mateo,CA 94402 SOLARCITY o IPMENTTaINC.OUT THE WRITTEN INVERTER: 6313238182 THREE LINE DIAGRAM PV 5 8/16/2015 (888T:050)L aT 765-24F89)� 638-1029 ol rctycom ABB# PVI-3.0—OUTD—S—US—Z—A WARNING PHOTOVOLTAIC POWER SOURCE. Label Location: ' -":NX-:.;.'; < Label Location: Label Location: (C)(CB) WARN I NSG° (AC)(POI) WARNING (DC) (INV) Per Code: I' ' f ': Per Code: Per Code: ELECTRIC SHOCK HAZARD ' ELECTRIC SHOCK HAZARD NEC 690.31.G.3 "'' DO NOTTOUCH'-TERMINALS NEC 690.17.E THE DC CONDUCTORS OF THIS NEC 690.35(F) Label Location: , TERMINALS ON=BOTH LINEAND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC)(INV) i LOADSSIDES4`MAY BE ENERGIZED I UNGROUNDED AND INVERTER IS +y IN ill E•OPEN POSITION ,;is`` MAY BE ENERGIZED UNGROUNDED DISCONNECT Per Code: ., a����:fi1•4 .,�A: ,>< 'f ,, ,rt 7.-- NEC NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT OF (P01) - MAXIMUM POWER- (DC)(INV) INTERCONNECTION Per Code: POINT CURRENT(Imp)_A WARNING.ELECTRIC SHOCK Per Code: HAZARD.DO NOT TOUCH NEC 690.17.4; NEC 690.54 MAXIMUM POW m EP POINT VOLTAGE V )_V NEC 690.53 TERMINALS'.TERMINALS ON BOTH THE LINE AND.LOAD SIDE MAXIMUM SYSTEM_V MAY'BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION.FOR SERVICE SHORT-CIRCUITDE-ENERGIZE BOTH SOURCE A CURRENT(Isc)— AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC — V Label Location: OPERATING VOLTAGE WARNING (DC) (INV) Per Code: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED NEC 690.5(C) NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (POI) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: -- SECOND SOURCE IS NEC 690.64.B.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC)(CB) ELECTRICAL SHOCK HAZARD Per Code: Label Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D)(P01) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.6.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT ' Label Location: WARNING (P01) Per Code: Label Location: INVERTERNE OUTPUT Label NEC 690.64.6.7 PHOTOVOLTAIC AC (AC)( ) CONNECTION AC POI DO NOT RELOCATE (AC):AC Disconnect Per Code: THIS OVERCURRENTD (C): Conduit DISCONNECT NEC 690.14.C.2 DEVICE (CB):CB Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC A (AC)(P01) (LC): Load Center OPERATING CURRENT Per Code: (M): Utility Meter MAXIMUM AC _ v NEC 690.54 (P01): Point of Interconnection OPERATING VOLTAGE ( ) CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 0Ig , v-1,,,=, 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED An. is San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set +� T(650)638-1028 F.(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE /�,So1� '�� (888)-SOL�STY(765-2489)www.sotarctycom SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° MSOIarCity I ®pSolar Next-Level PV Mounting Technology r4SolarCity I ®pSolar Next-Level PV Mounting Technology Zep SystemIP Components for composition shingle roofs •I'''''.7-',--4/0,4136:f',, = T. . � kms• _ `� ` ' 2v broad Zep Intettook (�9 We MOM") - 4 '.�"',.b . . terehne Foot ,,.*, - ,. r- r r 2.--, ' :1111111111111111111 . 41-1/V-A-, -.I- '''''‘' N „ , 3 • - - � -' �' Zvi:,Compaub Module 4 1 ms• - ,;.„ _-`e . F .-s--'� Zp Gram •_s ..• NmlAttuhment .,; �� , ' , t ,, ......".tr nii:migj . . •",,, - := AraOWrt • he e� Description °- \ ` � ,. F® • PV mounting solution for composition shingle roofs \l� �i ` 'c <�e • Works with all Zep Compatible Modules 2-4> O \�j loj1 .� DMPP p P \� � • 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 LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 6Specifications Mounting Block to UL 2703 • Designed for pitched roofs • Installs in portrait and landsr ape orientations 'l l w • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 I bili • Wind tunnel report to ASCE 7-05 and 7-10 standards 'r� f • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 ` 1f: • Zep System bonding products are UL listed to UL 2703 �,- tK1 • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 - Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 - zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use Specifications are subject to change without notice Patents and Apps zspats.com. responsible for venfying 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 - 12 2214 ZS for Comp Shingle Cutsheet Rev 02 pdf Page: 2 of 2 Additional highlights: t.= � Solar inverters — RS-485 communication interface (for connection to laptop or data i ABB string inverters logger). I PVI-3.0/3.6/3.8/4.2-TL-OUTD - Integrated Arc Fault Detection and ,D C. 3.0 kW to 4.2 kW Interruption(-A Version). � °.c ^,r.:::—..,...(:..........._,,: ~ t' Technical data and types Type code PVI-3.0-OUTD-US - PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US ' e ^ AO I Mechanical specifications ', ��"M � Nominal output power 3000W 3600W 3300 3800W 4200W Maximum output power wattage 3000 33001 33001 3600 4000' 4000' 3300 42001 4200' 4200 46001 46001 W W W W W W W W W W W W - 4 LL Q'd -1-- ., Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V s I Input side(DC) - , e ° Number of independent MPPT channels 2 2 2 2 ^ Maximum usable power for each channel 2000W 3000W 3000W 3000W taro I Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj.120-3501) i 1 Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V I it, , Operating MPPT voltage range 0.7 x Vstart-580V(>=901) o' " Maximum current(Idcmax)for both MPPT in 20A 32A 32A 32A parallel Maximum usable current per channel 1 OA 16A 16A 16A Maximum short circuit current limit per 12 5A 20.0A 20 OA 20 OA channel i ., i Illk Number of wire landing terminals per channel 2 pairs ^ c.a,airrr-u.. Array wiring termination Terminal block,pressure clamp,AWG10-AWG4 _ li I Output side(AC) t 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ 10/ Split- 10/ § Grid connection type 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W_ 2W 2W 0/3W 2W - ��t 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Adjustable voltage range(Vmin-Vmax)(V) 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V I' -- Gnd frequency 60Hz Adjustable grid frequency range 57-60.5Hz Maximum current(I�m� 14.5 14.5 12 0 17 2 16 0 16.0 16.0 16.9 16.0 20 0 20 0 20 0 Awns Awns Awns Aw,s Am, Apes Aays A,,,,, Awns Am„,s Awns Awns Power factor >0 995 Total harmonic distortion at rated power <2% This family of single-phase string The high-speed MPPT offers real- Highlights: Grid winng termination type Terminal block,Pressure clamp,AWG10-AWG4 inverters complements the typical time power tracking and improved — Single phase and split phase output (Input protection devices I Reverse polarity protection Yes number of rooftop solar panels energy harvesting. grid connection. Over-voltage protection type Varistor,2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high — Wide input range for increased PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility. (Output protection devices a of theproperty. a consistent and stableperformance — The high speed andprecise MPPT Over-voltageislanding protecon Meets UL 1 sto,2(L,-L I7 requirements 9 P Over-voltage protection type Vanstor,2(L,-Ls/L,-G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A„u,° 20An,, 15A,,, 25A,, 20A°„° 20A,,,,, 20A,. 20Ae„° 20A°„ 25A„„° 25A°„, 25A,,. This inverter offers a dual input output power range. tracking and improved energy (Efficiency ! Maximum efficiency 96 9% 97% 97% 97% section that processes two strings The transformerless operation gives the harvesting. CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure t Operating performance ° - . Tracking(MPPT). The wide input voltage range makes for unrestricted use under any Night time consumption <0 6W°„, This is especially useful for rooftop the inverter suitable to low power environmental conditions. Stand-bymconsumption <5wa„, ICommurncation , - installations With two different installations with reduced string size. — Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote monitonng(1xRS485 incl.) VSN700 Data Logger(opt) oriented in different directions.(For designed to be a completely sealed Standards(-S Version). I Environmental - Ambient air operating temperature range -13°F to+140°F with derating above 122°F(50°C) example.East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F(-40°C to+80°C) - - The dual input sections with environmental conditions. Relative humidity - 0-100%RH condensing Inde pendent MPPT enable a more Acoustic noise emission level <50 db(A)12/1 m optimal energy harvesting condition. AlQ,, Maximum operating altitutde without derating 6560 ft(2000 m) Power and productivity 1 Capability enabled at nominal AC voltage and with sufficient DC power available for a better worldT”" P'I1®IP 2 ABB Solar Inverters I Product flyer for PVI-3 0/3 6/3 8/4 2 TL-OUTD s a ' - MECHANICAL SPECIFICATION , ` _ , r ' -. ', a ' ` i ` _ - , ° i Format 65 7 in x 39.4 in x 1.57 in(including frame) ,�„ ...ram., - ;, )_ (1670 mm x 1000 mm x 40 mm) " urI; 1.- ""'•°°°" 1 \' . _ Weight 44 09 Ib(20.0 kg) ...em*,.....orcu-., Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass ,m rm_ I I ! - •�^^`� �.-^C - - with anti-reflection-_- .' --- --` ---`- -`-•------ -'- - ..#ate. .. -,u j technology wrim - ,," � ,^`-""' t5 Back Cover Composite film yr->�- ,s o•01e1J I '•� �`� - Frame Black anodized ZEP compatible frame ...... � '- Cell 6 x 10 polycrystalline solar cells t - - -M-� .,_-.-- S i _ 1 Junction box Protection class IP67,with bypass diodes _--- - _ T ,} .1 r-aa..,�..o..auu BiOi°-'i e ; i ° ` - z47.24 24 In �� , „-i } vasa i Connector Amphenol,Helios H4(IP68) I- ■ P R G / �.. C255-265 ELECTRICAL CHARACTERISTICS` ___ __ __._. .__ i PERFORMANCE AT STANDARD TEST CONDITIONS(STC.1000 Wlm2,25°C,^AM 1.56 SPECTRUM)'g _ i \it r I POWER CLASS(+5W/-011Y) [WI y- - 255__-JT---_n--- 260- _- - • µ26S ower P y„ [Wl 255 260 265 { POLYCRYSTALLINE SOLAR MODULE Short Circuit [A19.07 9.15 9.23 Open Circuit Voltage Va, M 37 54 37 77 38.01 Current at P,•, 11°' [A] '---- --- 8.45 __-------- 8.53 _ -. _� _.-- _ 862 Voltage at Pp Vx„ M 30.18_ 30 46 30.75 i The new Q°PRO-G4fSC is the reliable evergreen for all applications,with P"""'"'"----- 11! Efticieory(Nominal Power) rl [%] a153 x15.6 x15.9 a black Zep CompatibleTM frame design for improved aesthetics, opti- - I_�_ I ii PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(ROOT.800W/m2,45t3°C.AM 1.56 SPECTRUM)' :' _ mized material usage and increased safety.The 4th solar module genera- r� ii �� 'Ij POWER CLASS(+5W/-0W) [W] 255 260 265 ----i II, [Nominal Power _• --- P•,,--Y-IW] 188.3 192.0 195.7 ' tion from Q CELLS has been optimised across the board: improved output I r; Short Circuit Current la, (Al731 7.38 v 7.44 yield, higher operating reliability and durability,quicker installation and ' I , - Open Circuit Voltage V M 34 95 35 16 35.38 , more intelligent design. I i f ? Current at P1e, I.„ (A) 661 668 6.75 l Voltage at P,•, V,,,, M 28.48 28.75 --- 29.01 ? _ ' ) 1111 1 ,Measurement tolerances STC±3%(P„„),*10%(Ia,Va,I„o,,V,,,) °Measurement tolerances NOCT•+5%(P,°,,),*10%(I,,,V-,I,,,,,V,„,) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY ( I ,-` Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE w •Maximum yields with excellent low-light •Reduction of light reflection by 50%, At least 97%of nominal power during a 1e r r r r T' ° _ and temperature behaviour. plus long-term corrosion resistance due '-`•, = � first year Thereafter mao.06%degra i ( ;_,1� j_________I i o! m dation per year. '�'�r '} •Certified fully resistant to level 5 salt fog to high-quality �) t d At least 92%of nominal power after w -- --°-- -- - A •Sol-Gel roller coating processing. I �_ --. A1t least v t F r y -, -I i _• At least 83%of nominal power after F o -- - ) v `,.`".'i„, 25 years .1r. u___�__�__r__r1__-__-i__-__� ENDURING HIGH PERFORMANCE , •Long-term Yield Security due to Anti EXTENDED WARRANTIES i [------1 , _i i \�� All data within measurement tolerances ioo a� °m BOO _ Foil warranties in accordance with the PID Technology',Hot-Spot Protect, •Investment security due to 12-year I I I •v.,• _ t,h I ' = , . warranty terms of the CELLS sales IRRADIANCE(WAn't ; organisation of your respective country, i and Traceable Quality Tra.QT". product warranty and 25-year linear ° . n The typical change in module efficiency at an irradiance of 200 W/m°in relation k •Long-term stability due to VDE Quality performance warranty2. _I ..,�.pf:a0; 006c)e """ A YEARS to 1000 W/m2(both at25°C and AM 15G spectrum) -the strictest test program. TEMPERATURE COEFFICIENTS(AT,1000W/M2,25°C,AM I.5G SPECTRUM) _I EUPD RESEARCH QCELLS I Temperature Coefficient of I a [%/IU +0 04 Temperature Coefficient Of Ya Il [%/K] _ -0 30 i 8 SAFE ELECTRONICS ,TaeBRANDPVi, ; Temperature Coefficient of P.m. y 1%/K] -041 NOCT [°F] 113±54(45±3°C) MODULES �nn 1.I0 tr.�,rvpinc, _ . • m +A § 4 •Protection against short circuits and -aRea 'r PROPERTIES FOR SYSTEM DESIGN , 1 , . f • ° ' r . g ✓Roc--scat rzo7ccr thermally induced power losses due to _ 1,2015 .e,1 Maximum System Voltage v,,, M 1000(IEC)/1000(UL) Safety Class - II -i breathable junction box and welded ✓a5c.tialioeaurr +Maiimum Series Fuse Rating (A DC] 20 Fire Rating C/TYPE 1 cables. Max Load(U1.12 [Ibs/ft9 50(2400 Pa) Permitted modal°temperature -40°F up to+185°F F _ on continuous duty (-40°C up to+85°C) t e V DE Phnfnn ) , Load Rating(UL)2 Ilbs/ft2J 50(2400 Pa) 2 see installation manual Quality Tested i ` GULLS QUALIFICATIONS AND CERTIFICATES i ..PACKAGING INFORMATION. i '- ;1 a mew...eay Beet patyerysfalllne' -, , e ,. _ - �. a, , ^°..°.°^ 1'solar module 2013 i I froque a _ _ UL 1703,VDE Quality Tested,GE-compliant, Number of Modules per Pallet 26 prod arvvalla„°• t _ movmoaas i } IEC 61215(Ed 2),IEC 61730(Ed 1)application class A -- ____.._.�..�_____ _ ___. ._.._-_ _�__ _.____ _..___ __ _ THE IDEAL SOLUTION FOR: ID 40032587 �_. - Number of Pallets per 53'Container 32 3 t Rooftop arrays on - - V MRoonp4rra� Number of Pallets per 40'Container-_- _____ -- ----_-_ -"_26 I Si OMPgT �rA® - s ®residential buildings QO , I D E C E c,1"OS / W Pallet Dimensions(L x W x N)- 68 7 in x 45.0 in x 46.0 in 1 QUM" ~®`� Rm -„°, corrvnrm_-__--------- mm' ---- ----- - __ -(1745x1125xb156kgmm) a Pallet Weight 1254 lb(569 kg) I o t APT test conditions Cells at-1000V against rounded,with conductive metal foil Covered module surface, .• �v NOTE:Installation Instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved Installation and use of y g g COMPp'(� this product Warranty void if non-ZEPeertified hardware is attached to groove In module frame 25°C,168h 2 See data sheet on rear for further information. Hanwha O CELLS USA Corp. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96!EMAIL gcells-usa@gcetls corn I WEB www.gcells us - Engineered in Germany Q CELLS Engineered in Germany , Q CELLS