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�p, Town of Southold 1/7/2016 '�� ;. P.O. Box 1179 x`�' 53095 Main Rd ks 140/ aSouthold, New York 11971 CERTIFICATE OF OCCUPANCY No: 38025 Date: 1/7/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2100 Aldrich Ln, Laurel SCTM#: 473889 Sec/Block/Lot: 125.-1-2.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/7/2015 - pursuant to which Building Permit No. 40172 dated 10/14/2015 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 DWELLING, AS APPLIED FOR The certificate is issued to Rowe,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40172 11-25-2015 PLUMBERS CERTIFICATION DATED • 7st ,,g1P" Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY * -va°I, 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#: 40172 Date: 10/14/2015 Permission is hereby granted to: Rowe, Jonathan 2100 Aldrich Ln Laurel, NY 11948 To: Install roof-mounted solar panels as applied for. At premises located at:. 2100 Aldrich Ln SCTM # 473889 Sec/Block/Lot# 125.-1-2.20 Pursuant to application dated 10/7/2015 and approved by the Building Inspector. To expire on 4/14/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 (0) B Idin• , Spector 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. ._ ____/6/. r _____ -.._..- New Construction: _ —_Old or Pre-existing Building: _ (check one) Location of Property: o? 106 MI da cA_. Ak_ --..__.. /t-( NY /`q ( I louse No. Street Hamlet Owner or Owners of Property: _._. .D&c 4J/1. /t)t4/Q_- --. - Suffolk County Tax Map No 1000.Section__ �2 S _ Block II Lot Subdivision __. ..._. .. _________ _-.- Filed Map- ._._. __.__..____ .. .__ Lot: _ Permit No. _ Ho\1 . Date of Permit. Applicant:_ __.(;74..,-- (// I Iealth Dept. Approval: _ _ ___ Underwriters Approval:_ Planning Board Approval: -- --- ____—____— Request for: Temporary Certificate ___ Final Certificate: _ (check one) Fee Submitted: S SO ..)l.) App ant Signature '��,�4- SOu74, - Town Hall Annex t : Telephone(631)765-1802 54375 Main Road ilig * ' Fax (631)765-9502 PO.Box 1179 A Q Southold,NY 11971-0959 ` ��l� c��o'��'` roger.richert(a�town.southold.ny.us coutri,� —.... •S gis BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Rowe Address: 2100 Aldrich Lane City. Laurel St: New York Zip. 11948 Building Permit#. 40172 Section. 125 Block: 1 Lot: 2.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Solar City License No. 5133-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: "12.19kw Photovoltaic System to Include 46- ABB 265 W Panels, 1-6000 W Inverter, 1-4200 W Inverter" Notes: Inspector Signature: / Date: November 25, 2015 Electrical 81 Compliance Form.xls v V * #1 r1 V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) M ELECTRICAL (FINAL) REMARKS: 5 Tei7/ DATE 2 l INSPECTOR `/r Version#49.2 IN ��s SolarCity --_ _ I �nI i _, , JAN - 1 ;.,,1 ,162016 Project/Job# 119825 ,,i, r,,;f ' --i I RE: Installation Approval Letter Project: Rowe Residence 2100 State Rte 25-Truck Laurel, NY 11948 To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. SolarCity has reviewed the PV installation that was specified for this project.The review was performed to verify that the installation was performed in general conformance with the plans and specifications and that any modifications were acceptable. It is our opinion that the work has been completed in general conformance of the provisions of the approved permits in accordane with the requirements of the 2010 Residential Code of NY State. Should you have any further questions or requirements pertaining to this project,please do not hesitate to contact me. Paul Lacher, P.E. Professional Engineer T: 916.961.3960 x101 email: paul@pzse.com rOF NE►ti 5 tigii" w .'° WO/3661s<t ROFESSIONI'1/4\' 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity corn AZ ROC 243771.CA CSL©888104,00 EC 8041,CI 1-IC 0632778,001-1/0 71101486.DC HIS 71101488,Hl CT-29770,MA HIC 168572,MD MHIC 126949,NJ 13VH06160600, OR CCC 180498.PA 077343,TX TDLR 27006,WA CCL.SOLARC'91907.0 2013 SolarCity.All rights reserved. FIELD INS'I'ECT�QN REPOR DATE_ COTS . G • k OUNDA ON(1ST) • • . . w t ,.�. r FouNDATION(2ND) '• - __._� .-.-. r- o • • ROUGH FRAMING& . PLUIvil3V'G • -. • SI . �r . :....,....,...:.....:-.;-- . ' . 4... $ . H TNsITLATION PEI.N,Y. ' ,, . • STATE ENERGY CODE . - - ' - - . . • . . . .. ...,. -.. , • • I .. . , _. ..., .. ••.. ,� .. - r . . . . t • FINAL ., • . ..::, r . '}ION(2ND • --•,-^-^ O�'` • 6 i r e; � • 2111,9� 5 G 1 _r}-•.yS _. . _� 1. «- vi leec $1' � #' t�orPL 1? i�? Cla fi f : ' cti • • • 1. 1 I a • ! ' T _ .qt f 4'- -- . i _{ • i' j. t • '4'• 0 • J - _ . e it V iL.Lll1v LL'I/-1.1%1 lYlL`1\1 Do you have or need the following,before applying? TOWN HALL r. • R Board of Health 'SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval i µ FAX: (631) 765-9502 DSurvey SoutholdTown.NorthFork.net PERMIT NO. ,. _ Check Septic Form . N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined i 0 I I li ,20 [5 Single&Separate Storm-Water Assessment Form Contact: �eS5 �-'� fav Approved I ,20 15 Mail to: ✓U(��Ak/ C' i Disapproved a/c ca3 444,-�/,_APtiy Si k C Ph /1-442P1-1-t- • I/'ft Expiration I ,2044 (,?/' Goa��°ff it , • Builli nspector• —' RJ,' 'LICATION FOR BUILDING PERMIT 1 OCT 7 2015 Date /0 /(T-- , 20 / INSTRUCTIONS -!-,-. T I a. This application;MU,S;F be comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p ans, accurate p of p an to sca e. ee 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 ;hall 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 ssues a Certificate of Occupancy. f. Eveiy building permit shall expire if the work authorized has not commenced within 12 months after the date of ssuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the iroperty have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an .ddition 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 Wilding 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 pplicant agrees to comply with all applicable laws,ordinances, building code, housing code,and regulations, and to admit uthorized inspectors on premises and in building for necessary inspections. i ,,'")-g-f.._t_' sCr;17C..e.-e-<- 4.--' nature of applicant or name, if a&rporation) 9023zRo/t P/(wq ,-k e. (Mailing add�kss of applicant) /4,<�1rdc :ate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CJ.-1)k.CV4),t,d- Ime of owner of premises ;_ _6 a-6N11 nv w' (As on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) alders License No. solo Q 5 - ,_ , rmbers License No. .ctricians License No; '11-3 3 Mr= her Trade's License No. S -/S7),>A0 N, / 00 Si i Y3 Location o.fland_on which__roposed work will_bedone: j /t �9'l(�i� ��_ La% � i, --�-_�at,ft- by i/7 VK House Number Street ; ..':)r<,;F `. .1::A-`.((,1'..1%:',1Y�, + Hamlet i , I144 �.,� +�I,, t rf: i•C/i ,q .Tvrc -� 11 .1�!.,,,,.,,,,;.:SA tri \ County Tax Map No. 1000 Section ,;'�.,_.'.c`, ^ ;.r 4131b I _ -- Block , Lot A' ` • y Subdivision Filed Map No. Lot . .P • 2. State existing use and occupancy of premises,and intended use and occupancy of proposed construction: a. Existing use and occupancy Iel_Sl 6..a't41 0_4 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work [20vurtixvf Co tar' (Description) 4. Estimated Cost &L • 33 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories _ r' Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO nWill excess fill be removed from premises? YES NO 14. Names of Owner of remises l WN\ 12w L Address .91 Odt i k ne No. Name of Architect ' o u\ 'a mu-- Address 8150 SIOff.Cellf Vgi.ilthone No el Ito- qb I- 3419 6 Name of Contractor Solar C41 Address 13 McitV Pt,/ Phone No. 1o3 I- bar glob 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with res-p.pect td,-this.pitoperty? *--YES , NO * IF YES, PROVIDE A COPY. ,, , _1 �._�_� - -,t_ STATE OF NEW YORK) - - SS: COUNTY OF ) _�`� ____ S` — 1U - - being-duly sworn, deposes and-says that(s)he is the applicant — (Name of individual signing contra t)above named, (S)He is the' S0`Cly( C( -_- - ____ .___ _ _----- -- _. .. -_._.- (Contractor, Akent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perfo• ' •' - -- •r'�i■;`;i� !-woi and to�make an 'file;ttii's aliplication; that all statements contained in this application are true to the ,! 'o""t ' i 0%ri -..c`•4' ief;and that the work will be performed in the manner set forth in the application file ?MVP)uadon'No..91Z16128779 Qualified in Suffolk County ; Sworn to before me thi 20 day of,,, J �y� �., / . ' Ilr moi..' _Allow / —�'/�L��� _ .. Cionatnre of Applicant / `*,,,....L,.,e.`I+ Scott A. Russell ; , i, � AGEMENT CAIN AGS SUPERVISOR : g �l�Yr SOUTHOLD TOWN HALL-P.0-sox U79 0 16.4._..i .� Town of Southold Z 53095 Main Road-Stara OLD,NEW YORK I1971 .r O-t %)W,$041 • CHAPTER 236 - STORMWATER M.ANAGEMEIVT•WOI SHEET (TO BE COMPLETED BY THE APPLICANT) • -M-- - _--- DOES TITS PROTECT n�TV•oLVp .ANY OF THEFOu.oWiN(x ..___ ow=ALL THAT stn Yes No ' ad' or stripping of land which affects more ❑[�,�. Clearing, grubbing, grading than 5,000 square feet of ground surface. ElM B. Excavation or filling involving more than 200 cubic yards-of material � within any parcel or any contiguous area. ■ I C. Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. .{ ■Z D. Site preparation within 100 feet of wetlands, beach, bluff or coastal —/ erosion hazard area. +T E. Site preparation within the one-hundred-*.ar floodplain as depicted on FIRM Map of any watercourse. Sir F. Installation of new or resurfaced impervious surfaces of 1,00(1 square . feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes . in--kind replacement of impervious surfaces_ If Ton answered NO to all of the questions above,Sft)11; Complete the Applicant section below with your Name, Signature,Contact information,Date & County Tax Kap Ntuabcar'i Chapter 236 does not apply to your project * If you answered IFS to one or more of the above,please submit Two copies of a Storrmwaler Management Control Plan and a completed Steck List Form to the Buuldisig Department with—Tour Building Permit Application. • se.T m 131°'fl00 Daft NAME Se51c I UPJ 0 91'u Section Block Lot °�"`FOR BUILDING DEPARTMENT USE ONLY'°'_ - Reviewed$y_ 615-1VKAP 6--A-M,11 — N. Date)0- 7-1 r Pro rt_ Address/Location of Cortstnrction,Work ( 3/1001 /c 'i-e- Approved for prov=ing Building Permit_ J �^ L, Stormwatcr Management Control Plan Not Required_ - tawrj-L__ l/ ? V I a Slormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ` SMCP-TOS MAY 2014 1 ii tt9tilOti£7. ' C1 : 11 'fii-Qn-in o' F SO!/ly- Town Hall Annex J [ _ • 0 *1 Telephone(631)765-1802 54375 Main Road y ' ; 1ax(631)7695Q2, t 1 roger.richertaa n.souulo1a.nv.us P.O.Box 1179 °f Q F Southold,NY 11971-0959 • Q�� �-2;,,I$ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION •REQUESTED BY: S d t_t/�}- Date: - I(4 Hs- Company Name: Name: • • License No.: Address: • • Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 6a 1.-)4 /?cL *Address: 02/UU l-6/ no_ vcul A/V // 9 ye' *Cross Street: *Phone No.: ( J ' (f�'1- -3-3 3 9 Permit No.: L/0// l Tax-Map District: 1000 Section: I2_S. Block: Lot . *BRIEF DESCRIPTION OF WORK(Please Print Clean ) /6 . /9 kt) yCo Pa iii /5 (Please Circle All That Apply) *Is job ready for inspection: YES/ 'O Rough In Final *Do.you need a Temp Certificate: 41W NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form A /moo (Le (1Lf /DO ' , %pF SO(/tz,- Town Hall Annex � l0 : Telephone(631)765-1802 54375 Main Road ` * * Fax(631)765-9502 PO.Box 1179 •r• Southold,NY 11971-0959 2irOOUNT`(,V 1 December 16, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Jessica Touley 923 Motor Pkwy Suite C Hauppauge NY 11788 Re: Rowe, 2100 Aldrich Lane, Laurel TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Need a certification letter from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40172 — Solar Panels nom , ir ,,SolarCity. I_ � JAN - 6 2016 L; ,;;r 1,G, ,.I, 1 I „I; January 4, 2015 Town of Southold Building Dept. Town Hall Annex 54375 Route 25 PO Box 1179 Southold NY 11791 Dear Inspector, I am submitting the post installation letter for: 2100 Aldrich Ln Laurel, NY 11948 Permit #40172 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, &ina Fapane Gina Capone 631-835-7394 gcapone@solarcity.com 923 Motor Parkway, Ste C Hauppauge, NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ ROC 24377,1POC 24025O'ROC277468.CA 006888104,CO 008041,CT HMC 01:32778,ELC 0120.375.OC#711014FF1ECC902555.Hl GT-29770.MA NIC 1685722 MO MHIC 128048, NJ NJHICN 13VH06160600,3CEB01732700,CR C6180408A.562,P9I102.PA HICPA077343.TX TECL27006.WA SOLAP.C'9190:'SOLARC'905P7 AO 2013 SolnrCiq.All ricer's reserved. Sj 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 lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location of Insured(Only requiredifcoverageisspecifically ld.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le, a Wrap-Up or Social Security Number Policy) 02-0781046 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 partners/officers Included) Elan 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 IF policy 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 insuredfrom 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: Lola Kamimura (Print name of au h. ..,represen 've or licensed agent of insurance carrier) / , Approved by: i �t( llS� ) (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 • A��vimDATE(MM/DDIYYYY) ® CERTIFICATE OF LIABILITY INSURANCE 08/142015 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: 345 CALIFORNIA STREET,SUITE 1300 WC.N.Ext): FAX No): CALIFORNIA LICENSE NO.0437153 ADDRESS: SAN FRANCISCO,CA 94104 Attn:Shannon Scott 415-743-8334 INSURERS)AFFORDING COVERAGE NAIC 0 998301-STND-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:American Zurich 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXPO LTR INSD WVD POLICY NUMBER (MM/DDIYYYY) (MM/DDIYYYYI A X COMMERCIAL GENERAL LIABILITY GL0018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(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 JE f X LOC PRODUCTS-COMP/OP AGG $ 6,000,000 OTHER: SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09101/2015 09)01/2016 COMBINED SINGLE LIMIT $ (Ea accident) 5,000,000 X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS X HIRED AUTOS X AUTOS PeraEcciRdeent)OPTY E $ — Deductible $ 100,000 UMBRELLA UAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ I DED RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X PER AND EMPLOYERS'LU\BILITY STATUTES ER A ANY PROPRIETOR/PARTNER/EXECUTIVEY/N WC018201500(MA) 09)012015 09101/2016 OFFICER/MEMBER EXCLUDED? n N/A E.L.EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Evidence of insurance. CERTIFICATE HOLDER CANCELLATION l 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 Charles Marmolejo . .--- ..--Gt_..—=- . ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD V i f` `" t' ''t•'+ SUFFOLK COMP/DEFT OF LABOR. '' F ,' UCENS0113&CONSUMER AFFA4RS HOME IMPROVEMENT CONTRACTOR LICENSE ) SHAUN E CHAPMAN Tats certifies that the SOLAR circ coRPORAnorl bearer Is duty Boensed by the • w..w... 0.10110.4 County of Suffolk 52057-H 081012013 """`"' 000mo.ore 08101/2017 4114\ SUFFOLK COUNTY OEPTOFLABOR. LICENSING&CRAFFAIRS ELECTRICIAN y - JASON KANE mat tho moms maw bearer isduly MASI a^' &ceased by the Comity ofSuffolk 51331-ME IO 1912013 ""�"" "°mato"' 0310112017 Version#49.2 S September 9, 2015 Project/Job # 119825 RE: CERTIFICATION LETTER Project: Rowe Residence 2100 State Rte 25-Truck Laurel, NY 11948 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 - MP1: Roof DL= 10.5 psf, Roof LL/SL= 12 psf(Non-PV Areas), Roof LL/SL = 6 psf(PV Areas) - MP2: Roof DL= 10.5 psf, Roof LL/SL= 12 psf(Non-PV Areas), Roof LL/SL= 6 psf(PV Areas) - MP4: Roof DL= 10.5 psf, Roof LL/SL= 19 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.19951 < 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. PF NEw K. ZgOy015 Paul Zacher, P.E. I' Professional Engineer . ItE_ u' T: 916.961.3960 x101 email: paul@pzse.com ,0 /365'1\,s<7 RMFESS100 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity corn AZ ROC 243771.CA CSLB 888104 CO EC 8041.CT HIC 08327 78.DC HIC 71101488,DC HIS 71101488.HI CT.29770,MA HIC 168572,MD MHIC 428948.NJ 13VH06160600. OR CCB 1130498.PA 077343,TX TDLR 27006,WA GCL.SOlARC91907.O 2013 So$arClly.All rIghls reserves. 09.09.2015 \k4 Version#49.2 - , ®�arCit PV System Structural �°iN 1• Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: . Rowe Residence AHJ: Southold Town Job Number: 119825 Building Code: 2010 Residential Code of NY State Customer Name: „ Rowe,Jonathan Based On: IRC 2006/IBC 2006 Address: 2100 State Rte 25-Truck ASCE Code: ASCE 7-05 City/State: ;Laurel, NY Risk Catego y. II. Zip Code 11948 Upgrades Req'd? No Latitude/Longitude: 40.975048 -72.565449 Stamp Req'd? Yes , SC Office: Long Island PV Designer: Jerron Lloyd 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 = 0.19951 < 0.4g and Seismic Design Category(SDC) = B < D 1 2-MILE VICINITY MAP • Ji rt , '. , ‘, ' , ."7 cv �> Q . \ , \\, , \\\- \\. ..,,, \ \\„._____. _ \ , , \ , , --,N,_4i,.-- \ .,/7,\____ '\: ay "� err �i1/T 1 N _,-, 11 \ % lata 12015 Google Imagery'Imagery,Ks.,2015 , DigitalGlobe, New York GIS. USDA Farm Service Agency 2100 State Rte 25-Truck, Laurel, NY 11948 Latitude:40.975048,Longitude:-72.565449, Exposure Category:C STRUCTURE'ANALYSIS - LOADING SUMMARY AND.MEMBER CHECK- MP1 Member Properties Summary MP1 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 - 12.14 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.^3 Plywood Sheathing • Yes • • Span 5 Ix 47.63 in.^4 Board Sheathing None Total Rake Span 18.81 ft TL Defi'n Limit 120 Vaulted Ceiling . No PV 1 Start 1.17 ft • Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 17.83 ft Wood Grade #2 Rafter Slope 45° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E .1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.41 14.8 psf 14.8 psf PV Dead Load , PV-DL , 3.0 psf x 1.414.2 psf ' ' Roof Live Load RLL 20.0 psf x 0.60 12.0 psf Live/Snow Load• LL/SL1'2 - 20.0 psf x 0.54 I x 0.3 10.8 psf 6.0`psf Total Load(Governing LC) - TL 25.6 psf 25.1 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)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 0.36 ' - 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 - 542 psi " 7.3 ft. 1389 psi - 0.39 - D+S Bending(-)Stress -42 psi 1.2 ft. -497 psi 0.08 D+ Lr Total Load Deflection - 0.47 in. I L/440 7.3 ft. 1.72 in. 1 L/120 0.27- D+S. [CALCULATION OF DESIGN D WINLOADS-='MP1 , _ Mounting Plane Information Roofing Material Comp Roof - PV System Type . SolarCit/SleekMount'M - Spanning Vents No Standoff(Attachment Hardware) _ 'Comp Mount Tvoe C- Roof Slope 45° Rafter Spacing -. 16"O.C. Framing Type/Direction Y-Y Rafters Pur_lin SpacingX 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 Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method. Partially/Fully Enclosed Method Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category •. ' C • - Section 6.5.6.3. Roof Style Gable Roof Fig.6-116/CJD-14A/B Mean Roof Height h 25 ft .• Section::6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 0.95 Table 6-3 Topographic Factor • Ka 1.00 - Section 6.5;7 • 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)(V^2)(I) Equation 6-15 29.6 psf ' - Wind Pressure Ext. Pressure Coefficient(Up). GC°a°) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) :GC°(Down) '0.87 - Fig.6-11B/C/D-14A/B Design Wind Pressure p p= cin(GCp) Equation 6-22 Wind Pressure Up Num -28.1 psf _ Wind Pressure Down _ Preform) 25.9 psf OWABLE STANDOFF SPACINGS . - ALL X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64' 39" Max Allowable_Cantilever Landscape : 23" . . , 1.. NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area- ' - Trib 17 sf . .- PV Assembly Dead Load W-PV 3.0 psf NetW.ind Uplift at Standoff Tactual 470 lbs , . - 4 , Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity . • DCR 93.9% ' , . X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 66" Max-AllowableCantilever Portrait 14" , 'NA Standoff Configuration Portrait Staggered MaxStandoff TributaryAr_ea . Trib .. 15 sf. . . PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff . -, 1-actual • • -392 lbs- ' - _ Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity . , `DCR ' . 78.4% ' STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 . 11.50 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.^3 Plywood Sheathing Yes Span 5 I, - 47.63 in.^4 Board Sheathing None Total Rake Span 17.90 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 1.33 ft Wood Species SPF _ Ceiling Finish 1/2"Gypsum Board PV 1 End 8.08 ft Wood Grade #2 Rafter Slope - 45° PV 2 Start _ Fp 875 psi_ Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing - - Full PV 3 Start E- 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 12/12 Initial Pitch Adjust , Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.41 14.8 psf 14.8 psf PV Dead Load PV-DL 3.0 psf x 1.41 4.2 psf Roof Live Load RLL _ 20.0 psf x 0.60 _ 12.0 psf Live/Snow Load LL/SLI'2 20.0 psf x 0.54 I x 0.3 _ 10.8 psf 6.0 psf Total Load(Governing LC) , TL25.6 psf 25.1 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.9,Ci=1.1, 4=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+S1.15 1.00 0.38 1.2 1.15 Member Analysis Results Summary Maximum , Max Demand @ Location Capacity DCR Load Combo Shear Stress 24 psi 1.2 ft. 155 psi 0.16 D+S Bending(+)Stress 488 psi 7.0 ft. - 1389 psi 0.35 D+ S Bending(-) Stress -42 psi 1.2 ft. -524 psi 0.08 D+ Lr Total Load Deflection 0.38 in. I L/516 ' 7.0 ft. 1.63 in. 1 L/120 0.23 D+S [CALCULATION OF DESIGN WIND LOADS=MP2 •, Mounting Plane Information - Roofing Material Comp Roof PV System Type . - SolaiCity-SleekMount'm ' Spanning Vents No Standoff(Attachment Hardware) . Como Mount Tvpe C _. _ Roof Slope 450 Rafter Spacing _. _ •16"O.C. Framing Type/ Direction Y-Y Rafters Pur_lin 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 Wind Design Criteria Wind Design Code ASCE 7-05 Wind_Design Method - _, Partially/Fully Enclosed Method. ' Basic Wind Speed V 120 mph Fig. 6-1 _Exposure Category C Section 6.5.6.3 Roof Style 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.6.5.7 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)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) - GC)cum -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC)(Down) 0.87 , Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qn(GC)) Equation 6-22 Wind Pressure Up Mum -28.1 psf ' Wind Pressure Down Prdown) 25.9 psf ALLOWABLE STANDOFFSPACINGS . . X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape ' .- s 23" _ ' • , NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib • ' ' ' . 17 sf . PV Assembly Dead Load W-PV 3.0 psf Net Wind lJpl at Standoff_. Tactual ' , -470 lbs . Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 93.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 66" Max.Alio_wableCantilever ,.. ll Portrait 14" - NA - ` Standoff Configuration Portrait Staggered Max Standoff Tributary Area : Trib 15 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff . T-actual " - -392 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 78.4% . . STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties Span 1 13.39 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.^3 Plywood Sheathing Yes Span 5 I, 47.63 in.^4- Board Sheathing None Total Rake Span 15.81 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 0.67 ft' Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 14.08 ft Wood Grade #2 Rafter Slope 23° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full _ ' PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 5/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.09 11.4 psf 11.4 psf PV Dead Load „PV-DL 3.0 psf x 1.093.3 psf Roof Live Load RLL 20.0 psf x 0.95 19.0 psf Live/Snow Load LL/SL" ,20.0 psf x 0.7 I x 0.7 14.0 psf 14.0 psf Total Load(Governing LC) TL 25.4 psf - 28.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=0.9,Ct=1.1,4=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 - 1.00 0.42 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 35 psi 1.2 ft. 155 psi 0.22 D+5 Bending(+)Stress 771 psi 7.9 ft. 1389 psi 0.56 D+S Bending(-)Stress -22 psi 1.2 ft. -584 psi 0.04 D+ S Total Load Deflection 0.48 in. I L/363 , 7.9 ft. ' 1.45 in. ( L/120 0.33 D+ 5 [CALCULATION-OF DESIGN WIND LOADS' MP4 - • , - I Mounting Plane Information Roofing Material Comp Roof PV System Type - SolarCity SleekMountTM -. ' ' Spanning Vents No Standoff(Attachment Hardware) - - - Comp Mount Tvne C ` .. Roof Slope 23° Rafter Spacing : - , .. - 16"O.C. Framing Type/Direction Y-Y Rafters E_urlin 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 Wind Design Criteria - ., Wind Design Code ASCE 7-05 Wind Design Method _ ' Partially/Fully Enclosed Method . ' , ,' Basic Wind Speed V 120 moh Fig. 6-1 Exposure Category • - C' T . Section 6.5.6.3 Roof Style 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 K1 0.95 Table 6-3 Topographic Factor , . Krt • 1.00 Section:6.5.7 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)(VA2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GC°(u°) -0.87 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 Up Pool -25.9 psf Wind Pressure Down - P dowel 13.3 psf ALLOWABLE STANDOFF SPACINGS • ° - - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Can_tile_v_er Landscape " 24 NA Standoff Configuration Landscape Staggered Max Standoff Tributary-Area Trib , 0-• - 17 sf , PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift_at Standoff : T-actual ' --424 lbs , : ' Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity 0 ' DCR- ' 84:9% .' X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 66" Max Allowable Cantilever , '.Portrait '• - 16" . NA Standoff Configuration Portrait Staggered Max.RandoffT_r_ibutary Area - Trib _- - ' . 15 sf - • . ' PV Assembly Dead Load W-PV 3.0 psf Net Wind_Uplift at Standoff. • - T-actual - ', . . • ,-354 lbs , , Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity ` ' '. ` DCR ' 70.9% a D ce ` ' - ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A ELECTRICAL AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. INSPECTION REQUIRED COMPLY WITH ALL CODES OF BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. • NEW YORK STATE & TOWN CODES CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL UST ALL EQUIPMENT IN AS REQUIRED AND CONDITIONS OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING APPROVED AS NOTED -SGE11:HOLDTOWNZDA-- EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE DATE: I i 6.P.# i GALV GALVANIZED HAZARDS PER ART. 690.17. FEE: 5i i` BY: A l e � GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MUL11WIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY NOTIFY BUILDING DEPARTM , AT -N.Y.H -- HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 765-1802 8 AM TO 4 PM FOR THE I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FOLLOWING INSPECTIONS: Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 1. FOUNDATION - TWO REQUIRED Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER FOR POURED CONCRETE kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR - 2. ROUGH - FRAMING & PLUMBING kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 3. INSULATION LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 4. FINAL - CONSTRUCTION MUST OCCUPANCY OR MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN BE COMPLETE FOR C.O. USE IS UNLAWFUL N NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. ALL CONSTRUCTION SHALL MEET THE NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY 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 RETAIN STORM WATER RUNOFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. PURSUANT TO CHAPTER 236 S STAINLESS STEEL STC STANDARD TESTING CONDITIONS OF THE TOWN CODE. 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, RAIN11GHT — ,fi PV2 SITE PLAN ,jr- PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES Cut heets Attalched IAGRAM 1. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. - 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ` " THE 2008 NATIONAL ELECTRIC CODE. h \ _, MODULE GROUNDING METHOD: ZEP SOLAR ,r,:" \ - AHJ: Southold Town q' "-'� '\. , f REV BY DATE COMMENTS '^,= o mic=DATE COMMENTS \ , , ' 4 ©©© x UTILITY: PSE&G—Long Island (Public Service ElectricY^^nI� s Y_ -'' a 4 -' & Gas Co.) ©2015 , DigitalGlobe, New York GIS. USDA Farm Service Agency ©©© * CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-119825 0 0 PREIOSE OWNER: DESC�TIpt COM: �i�l, CONTAINED SHALL NOT BE USED FOR THE ROWE, JONATHAN ROWE RESIDENCE Jerron Lloyd � 5oIarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�� NOR SHALL IT BE DISCLOSED IN W11OLE OR IN Com Mount Type C 2100 STATE RTE 25 — TRUCK 12.19 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MaanEs LAUREL, NY 11948 * ORGANIZATION, EXCEPT IN CONNECTION WITH TMK OWNER: 3055 Marvin,Way THE SALE AND usE OF THE RESPEC11 (46) Hanwha Q—Cells # Q.PRO G4/SC 265 AWNmit : * PMS NAME SHEET: may: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 6312987339 COVER SHEET PV 1 9/9/2015 (888)-SOL-CITY(765-2489)....solaracm ►ya - - PITCH:45 ARRAY PITCH:45 MP1 AZIMUTH:235 ARRAY AZIMUTH:235 MATERIAL:Comp Shingle STORY: 2 Stories PITCH:45 ARRAY PITCH:45 MP2 AZIMUTH:55 ARRAY AZIMUTH:55 0 MATERIAL:Comp Shingle STORY: 2 Stories 0 o 0 0 0 0 O 0 0 0 0 - 0 0 0 o PITCH: 23 ARRAY PITCH:23 e 0 e 0 • MP4 AZIMUTH:55 ARRAY AZIMUTH:55 e 0 e .0 e s e e _ MATERIAL:Comp Shin.le STORY: 2 Stories e e e 0 e _ O 0 0 0 • 0 0 e e - 0 0 ro,•Zq�YO—n- e o -e •e e e • CyF �� Wrcc 0 ZdW O 00 0 0 0 o c� �I !i 4 w. 01 ■® B0 0 o 31K113O,oR365- \ ,�. OFESSION ' L: ' 0 o MST o o _ LEGEND Ac O, 0 A O ®L—�I () 0 (E) UTILITY METER & WARNING LABEL O o_i 0 0 0 INVERTER W/ INTEGRATED DC DISCO o o e 0 0 �� & WARNING LABELS ® DC DISCONNECT & WARNING LABELS 0 AC AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS Front Of House 0 DISTRIBUTION PANEL & LABELS LC LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER (E)DRIVEWAY 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR 2100 State Rte 25 - Truck — GATE/FENCE HEAT PRODUCING VENTS ARE RED i%()! INTERIOR EQUIPMENT IS DASHED L'J • SITE PLAN Scale: 3/32" = 1' `74) 01' 10' 21' 0, CONFIDENTIAL- THE INFORIAATION HEREIN AOS NUMBER: JB-119825 0 0 `° °"" —R ° TION °Jerron Llo d 4,4,SolarCity CONTAINED SHALL NOT BE USED FOR THE ROWE, JONATHAN ROWE RESIDENCEY �� NORBTOF ALL IT DISCLO D IN EXCEPT SWA"CITY INC.,FiOLE OR IN MOUNTING 2100 STATE RTE 25TRUCK 12.19 KW PV ARRAY ,„ PART TO OTHERS OUTSIDE NE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH ►CODs LAUREL, NY 11948 3055 Maybe/Way NE SALE AND USEOF NE RESPECTIW (46) Hanwha Q-Cells # Q.PRO G4/SC 265 PAGE NAME: SI1EEr: RE DAIS San Mateo,CA 94402 satARaTY EQUIPMENT, wnHour NE vrttITTENRivERTER -T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARC1TY INC. Multiple Inverters 6312987339 SITE PLAN PV 2 9/9/2015 (888)-sa-aTY 0e5-2489)www.eolardty.00m T ® /I/ . 43) �i AIMIIIIIIIIIIIIIMM\ '\* 11'-6" - � — (E) LBW —f— (E) LBW A SIDE VIEW OF MP1 NTS B SIDE VIEW OF MP2 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 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 55 PITCH 45 RAFTER 2x8 @ 16"OCSTORIES: 2 RAFTER 2x8 @ 16"OC ROOF AZI 235 PITCH 45 STORIES: 2 ARRAY AZI 55 PITCH 45 ARRAY AZI 235 PITCH 45 C.J. 2x10 @16"OC Comp Shingle C.J. 2x10;@16"OC Comp Shingle of NE(N • ,,iK. zgcs 0 *1 , y 11 X13 * I— IQ 7 I W 4, L .� 136518< AROFESSIO\A • JB-119825 0 0 PREMISE OWNER: D ': DESGIk CONFIDENTIAL A NE INFORMATION HEREIN JOB NUMBER \\...,SolarCity CONTAINED MALL NOT EXCEPTYONE USED FOR THE ROWS, JONATHAN ROWS RESIDENCE Jerron Lloyd � , N BEN91TALL ITS DlSU IN WHOIE ORTY AIN M01N'0�gnat 2100 STATE RTE 25 - TRUCK 12.19 KW PV ARRAY J PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MU)UI.Es LAUREL, NY 11948 3055 aeeMew Way THE SALE AND USE OF THE RESPEC11 E (46) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SHEET: REV OATS San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 6312987339 STRUCTURAL VIEWS PV 3 9/9/2015 (888)-SOL-aTY(765-2489)w.w.solaratyc:am b 'MePV MODULE 5/16" BOL 1111\ ZEP T WITH LOCK INSTALLATION ORDER \ � & FENDER WASHERS i. LOCATE NAFTD, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, ANND DRILL PILOT ® ARRAY SKIRT (6) � HOLE.- (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT C POLYURETHANE SEALANT. j A '4 iw iY 4" ZEP FLASHING C `daT�� � � (3) INSERT FLASHING. R �-:-- 1'-�� (E) LBW (E) COMP. SHINGLE v';iLii� ,- ci.) PLACE MOUNT. (E) ROOF DECKING : INSTALL LAG BOLT WITH SIDE VIEW OF MP4 NTS 5/16" DIA STAINLESS (5) 6.. SEALING WASHER. D STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER (6) BOLT & WASHERS. LANDSCAPE 64" 24" STAGGERED (2-1/2" EMBED, MIN) PORTRAIT 32" 16" (E) RAFTER STANDOFF RAFTER 2x8 @ 16"OC ROOF AZI 55 PITCH 23 AZI STORIES: 2 ARRAY A 55 PITCH 23 C.J. 2x6 @16"OC Comp Shingle Scale: 1 1/2" = 1' 4111) pF NEIN .` /` K. Zq�y0� "• .,ix..,1; i ► eO 136518 A ' ICOFESSIO4s J B-119825 00 PREMISE OWNER: BESCRIPDON: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER14,:45Ol���l�y CONTAINED SHALL NOT BE USFD FOR THE ROWE, JONATHAN ROWE RESIDENCE Jerron Lloyd NORTEM BENEFIT 1TALL IT BANYONE D awn IN OTE OLIN 10ompsMou 2100 STATE RTE 25 - TRUCK 12.19 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C ORGANIZATION. EXCEPT IN CONNECTION WITH MaouL) LAUREL, NY 11948 3055 aearylee Way THE SALE AND USE OF THE RESPECTIVE (46) Hanwha Q—Cells # Q.PRO G4/SC 265PAGE NAME SHEET: REV DATE San Mateo,CA 94402 soLARaTr EQUIPMENT, WITHOUT NE WRITTEN INVERTER T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARC1TY INC. Multiple Inverters 6312987339 STRUCTURAL VIEWS PV 4 9/9/2015 (888)-SO..-CITY(765-2489)..,..eaarc+tr.ccm > ' " GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:SB20(40-40)CT Inv 1: DC Ungrounded INV 1 -(1)ABB/PM-6000-OU1D-us-Z-A A -(46)Hanwha Q=CellsQ.PRO G4/SC 265 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:79693214 Inv 2: DC Ungrounded Fa Inverter, Zlgbee 6000W, 240V, PV Module; 265W, 241.3W PTC, 40mm, Blk Frame, H4, ZEP, 1000V Overhead Service Entrance Tie-In: Supply Side Connection INV 2 -(1)ABB 5 PVI-4.2-OUTO-S-us-Z-A LpBEL. B Fa Inverter, Zgbee 4200W, 240V, 98X Voc: 38.01 Vpmax: 30.75 INV 3 tsc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E 200A MAIN SERVICE PANEL - E; 200A/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! SolarCity (E) WIRING CUTLER-HAMMER BRYANT Inverter 1 IND 12 Disconnect ..'..-1) .4N) 125A Load Center OSI ABB A DC, Vstart= 200V ri__Fi B 60A PVI-6000-OUTD-US-Z-A oG ,� MP4: 1x14 I C 35A/2P -— 1 r---I- - EGC J (1 �o — �~ Iv L, I L vstart= 187V (....._. t, * rr " _►�� oG I MP1: 1x6LOADS GNDr__ EGG DC+ 1C ,..x(E) J �� - o --— i f DEC - - ,�N —�_ °a 1-r Pc- MP2: 1x6 SII —42 i-----J I = I ( ) EGC- - TT--}---- ----VGC J GND -___ L v I +�,.a:".J V ADJUST MIN. ACTIVATION VOLTAGES! (1)Conduit Kit; 3/4'EMT SolarCity i — N I I Inverter 2 IND W n V ; I Io ABB A X ,c, , Vstart = 200V • I PVI-4.2-OUTD-S-US-Z-A oc. MP4: 1x11 IMli Z25A/2P n _ EGC — T GEC{ i �.`��� 1 1 L1 •L2 ®' I - V v TO 120/240V I I - ~ N +/ DG I SINGLE PHASE I L- -- — ), EGG o� DC+ • DC, Vstart= 200V UTILITY SERVICE I - b DEC 1M —4,------ DC- • xr MPl: 1x9 II I I GND t----EGC-—- - --- �� � t------- —t (1)Conduit Kit; 3/4' EMT EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOUJD BARE COPPER. Voc* = MAX VOC AT MIN TEMP - ppI—(, Ground Rod; 5/8' x Copper B —(1)CUTLER-HAMMER 5 DG222NR8 A (2)Sdaraty#4 STRING,UNCTION BOX - 2 ILSCO#IPC 4/0-#6 Disconnect; 60A, 240Vac, Fusible,NEMA 3R AC2x2 STRINGS, UNFUSED, GROUNDED DC Insulation Piercing Connector, Man 4/0-4, Tap 6-14 -(1)CUTI.ER- AMMER 1 DG100NB GrounSSC-SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER HAIOrot Kit; 16F1 General Duty(DG) AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)ClassRR Fus�Kit#DS16FK -(2) ERRAZ SA2UT5RPV BACKFEED OCP EHClass C (1)BLoYadd Cen Berr;�L1125A,25RP 120/240V, NEMA 3R , -(1)CU (1)8 AATIER-HAMMBIR #2 R2 5 -(1)CUTLER-HAMM #8R225 / SP Breaker; 25A/2P, 2 Spaces [�(1)AWG#6, THWN-2 Blade (i)AWG�, THWN-2 Blade (1)AWG #10, THWN-2, Blade Voc* =255.43VDC Ise =18.46 ADC (2)AWG#10,PV Vire, 600V, Black Voc* =596 VDC Ise =9.23 ADC ©LcnF(1)AWG i6, THWN-2 Red O (1)AWG THWN-2 Red O 7! (,)AWG #10, THWN-2, Red Vmp =184.5 VDC Imp=17.24 ADC O (1)AWG�,Solid Bare Copper EGC Vmp =430.5 VDC Imp=8.62 ADC n(1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=48 AAC In(1)AWG#10, THAN-2, White NEUTRAL Vmp =240 VAC Imp=28 MC 1)AWG#10, THHN/TFIWN-.2,Green EGC - 1)AWG 58, THWN-2, Green EGC/GEC.-(1)Conduit Kit; 3/4' EMT -11)AWG_#8, THWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4'EMT 1)AWG#1U, THWN-2 Blade Voc* =596 VDC Ise =9.23 ADC (4)AWG#10,PV Wire, 600V, Blade Voc* =255.43VDC Ise =9.23 ADC 1)AWG 56, THWFI-2 Black (,)AWG#10, THWN-2, Block ©�(1)AWG#10, THWN-2 Red Vmp =430.5 VDC Imp=8.62 ADC O (1)AWG�,Solid Bare Copper EGC Vmp =184.5 VDC Imp=8.62 ADC ©� (1)AWG#6, THWN-2 Red ®�(1)AWG #10, IHWN-2, Red ���(1)AWG#10, THHN/THWN-.2, Green EGC ���LLL(1)AWG 56, THWN-2 White NEUTRAL Vmp =240 VAC' Imp=48 MC ���LLL(1)AWG 110, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 MC �I (1)AWG#10, THWN-2 Blade Voc* =383.14 VDC Ise =9.23 ADC (2)AWG#10,PV Wirei , 600V, Blade Voc* =468.28VDC Ise =9.23 ADC , -(1.)AWG O.Solid Bare Copper GEC -(1)Conduit Kit; 3/4' EMT -(1•)AW9 18, THWN-2, Green EGC/GC-(1)Ca,.duit Kit; 3/C EMT O 0 (1)AWG p0, THWN-2, Red Vmp =276.75VDC Imp=8.62 ADC O�(1)AWG 16,Solid Bare Copper EGC Vmp =338.25VDC Imp=8.62 ADC (S1)AWG#11190., , Ti /THWN•-2,Green EGC . ®[[��(1)AWG#10#10, TFNWN-2 Blade Voc* =468.28 VDC Ise =9.23 ADC [��"(2)AWG#I0,PV'Vire, 600V, Blade Voc* =383.14 VDC Ise =9.23 ADC 1 (1)AWG#10, 1HWN-2, Red Vmp =338.25VDC Imp=8.62 ADC ®LTJ (1)AWG#6,Solid Bore Copper EGC Vmp =276.75VDC Imp=8.62 ADC LSI /t IA ur An NMIhuwi n r...., rrr �I JB-119825 00 — �"SolarCity CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER PREMISE OMNER DES IIPIION Jerron Lloyd �\` catraNED SHALL NOT BE USED FOR THE ROWE, JONATHAN ROWE RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEIJ cci NCR SHALL IT BE DISCLOSED IN %MOLE OR IN CompMount Type C 2100 STATE RTE 25 TRUCK 12.19 KW PV ARRAY ri% PART TO OTHERS OUTSIDE THE RECIPIENT'SEroo LAUREL NY 11948 ORGANIZATION, EXCEPT IN CONNECTION WIN i 3055 q�vle� THE SALE AND USE OF THE RESPECTIVE (46) Hanwha Q-Cells # Q.PRO G4/SC 265 PAGE NAME 5HEE1 IAV DATE Son Mateo,CA 94402 Way SOLARaIY EQUIPMENT, WITHOUT NE WRITTEN INWRTtR T:(650)638-1028 F:(650)638-1029 PERMISSION OF swear(INC' Multiple Inverters 6312987339 THREE LINE DIAGRAM PV 5 9/9/2015 (888)-s0l-aTY(765-2489)e...solardty.ccen . C, WARNING:PHOTOVOLTAIC POWER SOURCE Label Location. Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC)(INV) Per Code: Per Code: Per Code: 17.ELECTRIC SHOCK HAZARD . E ELECTRIC SHOCK HAZARD NEC 690.31 G.3 NEC 690 NEC 690.35 F DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ( ) Label Location. TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS Per Code: IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT UNGROUNDED NEC 690.14.C.2 - Label Location: Label Location. PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER- (DC)(INV) INTERCONNECTION Per Code: POINT CURRENT(Imp) Per Per Code: - bVHAELECTRIC SHOCK NEC 690.17.4; NEC 690.54 - MAXIMUM POWER- HAZARDWARNING:. . DO NOT TOUCH POINT VOLTAGE(Vmp) \,/ NEC 690.53 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE fv1AXIMUM SYSTEM VOLTAGE(Voc)_�/ MAY BE ENERGIZED IN THE OPEN SHORT-GE(VoI I POSITION. FOR SERVICE CURRENT(Isc)_A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC Label Location: OPERATING VOLTAGE V WARNING (DC)(INV). Per Code: ELECTRIC SHOCK HAZARD NEC 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (P01) 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: INVERTERCONN OUTNUT NEC 690.64.B.7 PHOTOVOLTAIC AC (AC)(P01) DO NOT RELOCATE (AC): Disconnect DISCONNECT Per Code• THIS OVERCURRENTDEVICE (C): Conduit NEC 690.14.C.2 (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: MAXIMUM AC v NEC 690.54 (M ):POI :Utility Meter OPERATING VOLTAGE Point of Interconnection CONFIDENTIAL— ME INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR b 114 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �r:I 3055 aearyA Way IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, San Mateo,F 94402 EXCEPT IN CONNECTION WITH THE SALE AND USE OF ME RESPECTIVE Label Set �N SoIartity T:(650)638-1028 89)w)638-1029 �� (888)-SOL-CITY(765-2489)www.solardty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMIS9ON OF SOLARCITY INC le. SolarCity ®pSolar Next-Level PV Mounting Technology ' SOIarCity I ®pSolar Next-Level PV Mounting Technology illiZep System Components for composition shingle roofs ' e �`�.-,UP-roofeili • , Grease Zep — ems Grer.ua Cos* f 44 —Larding Fat — --.- -,, f \ . Zop Compo:PV Mod* , - 'T l _ Zep �) ._�� Red Aealnwav Ann Sktrt - - . 11 OMPAT Zb'- '`%) ....d.4. � • ®` '��� Description \ �+ � 0 • PV mounting solution for composition shingle roofs cGMpao • Works with all Zep Compatible Modules O (I) 4114114i = • Auto bonding UL-listed hardware creates structual and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using OUSTED modules from any manufacturer certified as'Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 �C �/) • Designed for pitched roofs p 111 h '� .% • Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 I • Wind tunnel report to ASCE 7-05 and 7-10 standards (s a 4 • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 \� Vi 1/4-41.-0—_...`P " • Zep System bonding products are UL listed to UL 2703 ��- �t� l • 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.Zap 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.Zap 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 verifying the suitability of Zap Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 1 of 2 02 27 15 ZS for Comp Shingle Cutsheet Rev 04.pdf Page: 2 of 2 0 , 0 Additional highlights: -. • Solar inverters - RS-485 communication interface _ (for connection to laptop or data logger). - PVI-5000/6000_TL_OUTD - Integrated Arc Fault Detection and - 5 k W to 6 k W Interruption(-A Version). -r.,;;te,, Technical data and types ' Type code PVI-5000-OUTD-US . PVI-6000-OUTD-US - 1 (Input side Nominal output power 5000W 6000W Maximum output power 5000W 6000W - ... Rated grid AC voltage 208V 240V 277V 208V 240V 277V • • I Input side(DC)- 1, °•, Number of independent MPPT channels 2,,,, Maximum usable power for each channel 4000W ). Absolute maximum voltage(Vmax) 600V .......... ............. „2,______.------•-•7, Start-up voltage(Vstart) 200V lath-120-350) power ower MDPT voltage range 200-530V .. . _ Operating MPPT voltage range 0.7 x Vstart-580V 7. Maximum current(Idcmax)for both MPPT in parallel 36A fMaximum usable current ger channel ......A .. �,� P.. . .. .... .. ': Number of wire landing terminals per channel 2 Pairs •• Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 •• ---- )Output side(AC) I _ 2 I Grid connection type 10/2W ' Split-0/3W ' 10/2W 10/2W ' Split-0/3W ' 10/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221 V-264V 244V-304V 183V-228V 211V-264V 244V-304V Grid frequency 60Hz ................ Adjustable grid frequency range ..... ..... 57-60.5Hz Maximum current(I ,,°,) 27A� 23A 20A . 30A 28A,� 24A . Designed for residential and small The wide input voltage range Highlights: Power"f'acto'r' '' >q.s 35 g Total harmonic distortion at rated power <2% commercial PV installations,this makes the inverter suitable to low _ Single phase and split phase output 36.25 A,„,/. 36.5 Ad,% 31.75 A0/ 36.25 A0/' 36.5 A / 31.75 A / Contributory fault current' 25.63 " 25.81 ??•45Aka... 25.63 °• 25.81 " 2 .45 °• inverter fills a specific niche in the power installations with reduced grid connection. .;. ..._?}ee. ...5•P.. . � -?4.8. ! .'e• p Grid wiring termination type Tem nal block,pressure clamp,AWG14-AWG4 ABB product line to cater for those string size. - Wide input range for increased itnput - I installations producing between The transformerless operation offers stringing flexibility. Reverse polarity protection • Yes high performance efficiencies of up to _ over-voltage.protection type ... Varistor,2 for each channel 5kW and 20kW. The high speed and precise MPPT PV array ground fault detection Pre start-up Riso and Dynamic GFDI(requires floating arrays) 97.1%. PV monitoring capability Anti-islandingprotection I algorithm offers real time power )Output This inverter includes dual input g p � tracking and improved energy Meets UL 1741/IEEE7547 requirements Meets UL 1741/IEEE1547 requirements section to process two strings with available with every installation.This harvesting. Over -vollt ACpOC Dtiontype 35A Varistor,30i.�/Li G) 25A 40A Varistor,235A 14/1_ G) 30A independent MPPT. enables homeowners to view their - Outdoor NEMA 4X rated enclosureRa Efficiency 1 The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 97 1% algorithm offers real-time power a proactive and economic way of cEc efficiency 96% 96.5% 96.5% " .;. s6% 96.59l 9s. % environmental conditions. User interface • Graphic display Graphic display trackingand energyharvestin maintaining and troubleshooting the - Integrated DC disconnect switch g system. )Operating performance . I Flat efficiency curves ensure highin compliance with international Stand-by consumption <8W , <8W . efficiency at all output levels ensuring - Standards(-S Version). Nighttime consumption <0.6We„° . <0.6W,, )Communication consistent and stable performance User-interface • 16 characters x 2 lines LCD display across the entire input voltage and Remote monitoring(1xRS485 incl.) VSN700 Data Logger(opt) output power range. Wired local monitoring(1 xRs485 incl.) : PVI-USB-R.5.485_232(opt.) !Environmental - This outdoor inverter has been -13°F to+140°F(-25°C to+60°C)with designed as a completely sealed unit to Ambient air operating temperature range 13°F to+140°F(-25°C to+60°C) deratingabove122°F,(50°C m withstand the harshest environmental Abient air storage temperature range -40°F to 0-100% (-40°C to+80°C1 -4o"F.)o.+17s°F(-4o°c to+80°C) Relative humidity RH condensing 0-100%RH condensing conditions. Acoustic noise emission level <.50.db(A).®1m <50,db(A).@lm Maximum operating eltitulde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and-productivityABB 2.Inverter can apply that much current-Breaker wit open for a better world' 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD solar inverters Additional highlights: - RS-485 communication interface - !!) 4 (for connection to laptop or data -77-' - ''. logger) - PVI-3.0/3.6/3.8/4.2-TL-OUTD - Integrated Arc Fault Detection and •(:, 3.0kW to 4.2kW Interruption(-A Version). - �-�•-,�'�� • (1 � K'. c. .�'r' s=s=•.71 '•, Technical data and types _ Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US +: t [Mechanical specifications • - .. . -_._ 3300 . ..le 1k-Wfra iY4 -. Nominal output power 3000W 3800W 3800W 4200W 30 Maximum output power wattage 00 ' 3300' 30 ' 30+ 3600 .4000' 4000' 3300 • 4200' 4200' 4200 ' 4600' ' 4600' -1 :�: W W . ..W. _. W W 7 W W W W W 77 •__. rWt+- Rated grid AC voltage 208V 27 240V ', 7V 208V ' 240V 277V 208V : 240V 277V 208V 240V 277V �, o Ilnput side(DC) t Number of independent MPPT channels 2 2 2 2 i• i, Maximum usable power for each channel 2000W 3000W 3000W 000W l ( �0 Absolute maximum voltage(Vmax) 600V J l.tags(Vstart) ._. ._. ._. Start-up voltage.(Vstarf) ...... ......... _ 200V(adj.120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V _ 140-530V 2-',------ ---;' O eratin MPPT voltage ran a ..• _ 0 7 x Vstart 580V >=90 .-. ._. -. e Maximum current(Idcmax)for both MPPT in 20A 32A 32A 32A .parallel ._. ._. _. ... _. ... _. Maximum usable current per channel t0A 16,5 16A 16A . }' ._. . ... 0.0 ._. 00. ._. O 0. Maximum short circuit current limit per 2 A 2 A t A channel ._. ._. ._. - ._. ._. - ._. ._. ._. 12.5A 2 A ! i Number of wire landing terminals per channel _ _ _ 2•pairs _. •.:i�*°ti ' Array wiring termination Terminal block,pressure clamp,AWG10-AWG4 - =t ' - a ('Output side(AC) e - Grid connection type ' 10/ ' Split- ' 10/ • 10/ ' Split- ' 10/ ' 10/ ' Split- ' 10/ ' 10/ ' Split- ' 10/ 2W _. 0/3W . 2W 2W . 0/3W.. 2W _. 2W . 0/3W,. 2W . 2W . 0/3W . 2W Adjustable voltage range(Vmin-Vmax)M 183- 211- 244- 183- .. 211- 244- 183- 211- 244- 183- 211- 30244- . 228V . 264V . 304V.. 228V . 264V . 304V . .... . ..64V 228V . 264V . 304V . 228V . 264V . 304V '�`- . { Grid frequency 60Hz `�- _. _. Adjustable grid frequency range .57 60 5Hz i Maximum current O....) 11 _e4.5 11 _e4.5 11e2.0 11e7.2 11e6.0 116.0 11e6.0 ' 116.0 116.0 20.0 2pe0.0 20.0 :.rya.._. ' 6.._. ,.rya.._. .•. ..:. %W6..:. .'•�M6..... 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 wiring 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 rooftopsolarpanels energyharvestingrid connection. "" -" 9• Over-voltage type Varistor.2 for each channel enabling home-owners to get the most The flat efficiency curve ensures high - Wide'input range for increased PV array ground fault detection • Pre start-up Riso and Dynamic GFDI(requires floating arrays) efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility. [Output protection devices I of the roe a consistent and stableperformance - The high speed andprecise MPPT Over-voltagending protection Meets UL 1 stor,2EE15n/requirements property.►tY• 9 p Over-voltage protection type ;• •• Varistor 2 1L Lz/L G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating :20A,„°':20A, 15A,„° 25A,„°:20A,„,°'.20A„,,.•20A,„,„.20A,„°':20A,„°':25A,„,7 25A°„,:25A,,,,„ This inverter offers a dual input output power range. tracking and improved energy )Efficiency I section that processes two strips The transformerless operationgives the harvesting. Maximum efficiency 9s.9%_ : .-. 97% _• • -. • -% _. s7% .-. 9 P CEC efficiency 96% with independent Multiple Power Point highest efficiency of up to 97.0% - Outdoor NEMA 4X rated enclosure '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 rooftopthe inverter suitable to lowpower environmental conditions. Stand-by consumption <8w,y° P Y !Communication installations with two different installations with reduced string size. - Integrated DC disconnect switch User-interface 16 characters x 2 lines LCD display ” orientations from two sub-arrays This rugged outdoor inverter has been in compliance with international Remote monitoring(1xRS485 incl.) . VSN700 Data Logger(opt.) ental ii oriented in different directions.(For designed to be a completely sealed Standards(-S Version). !Abientt air ienair Ammboperating temperature range ' .-. -13°F to+140°F with deratingabove 122°F(50°C) example:East and West) unit able to withstand the harshest Ambient air storage temperature range -40°F to+176°F±46°6 to+80°C)_. The dual input sections with environmental conditions. Relative humidity .-_ 0-100%RH condensing Acoustic noise emission level .<50 db_(A)WI.. independent MPPT enable a more P Maximum operatingaltitutde without deratin 6560 ft 2000 m optimal energy harvesting condition. Power and productivity 1 Capability enabled at nominal AC voltage end with sufficient DC power available. ABIB for a better world” 2 ABB Solar Inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD • • MECHANICAL SPECIFICATION , Fonoat 65.7in x 39.4in x 1.57in(including frame) n„ - _ _ _ __- - x 1000 mm x 40 mm) �_ """' ' s weight 44 09lb(20 - .. ._ .. -_-- `-- - ._. _ ..n.w-. _ _ (1670 mm �-,. I .0 kg) •.ar.r,w hNl-x,_ __ .. _ _ . I I �. . Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass 0-,,..d... . with anti-reflection technology --.,•.-^''.7 -----;--:'------ - Back Cover Com ite film ,.-�rr, _ , Faroe Black anodized ZEP core tible frame M1- .- -.i� - ; Cell 6 x 10 polycrystalline solar cells ,function tax Protection class IP67,with bypass diodes In_ 4.r..-•v-..emaw I --r ,�,..•.-',';Y� dei.t _ Cable- _-__4_mma Solar cable_(+)247.24 in(1200 fr-mm),(_)147.24 in(1200 mm) �w� _,�,x,4.4.0.1110. - 1 ! Connector Amphenol,Helios H4(IP68) y �••*�-+I"E3L,'°"'' _ 1:11i\M P R G I ' C 2 5 5 2 6 5ECTRICAL CHARACTERISTICS I PERFORMANCE AT STANDARD TEST CONDITIONS(STC.1000 Wm.,25'C,AM 1.56 SPECTRUM) • I POWER CLASS(+5 W/-0W) 1W) 255 Jy 280 285 ' Nominal PowerP,v, 1W] 255 260 265 POLYCRYSTALLINE SOLAR MODULE Short Circuit current I,, (Al 9.07 9.15 9.23 . Open Clrcuk Voltage VR [V) 37.54 37.77 38.01 i t Current at P., la„ (A) 8.45 8.53 8.62 I Voltage at Pte, (� _ ._-_ - ---- ---- The new Q.PRO-G4/SC is the reliable evergreen for all applications,with - Efficiency(Nominal V'•° 30.18 lPower) rl (%) _ _ - ----__--- _ - 30.46 30.75 215.3 x15.6 z15.9 TM I I� PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/m',45=3•C.AM 1.56 SPECTRUMY - a black Zep CompatibleTM frame design for improved aesthetics, Opti- . ^ . _ _ L_ __ __ _ �_�_� mized material usage and increased safety.The 4'"solar module genera- I POWER CLASS(+5W/-0 W) (W) 255 `260 �265 (__._- `-'�- '"' i Mominal Power Pte, [W] 188.3 192.0 195.7_) Shor more intelligent t des( n. durability, quicker installation and Open Circuit Current , IVT 4.91 - 5.16 7 44 tion from Q CELLS has been optimised across the board: improved outputq PPII field, higher oreliabilityand I I " 1 11 i i Open Clrcult Voltage v� m 34.95 35.16 35.38 g g �+ i �I Current at P 1,, G] 6.6) 6.68 6.75 I I ill , Voltage rt Pte,- -_.. - - - _ _. Vim, N) 28.48 28.75 29.01 tl SI I 'Measurement tolerances STC.s3%(P,,,);s 10%(1,,V,,,I,,,,V,,,) 'Measurement tolerances NOCT:s5%(P,,,):*10%(I�V.,I,,,,0,,,) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY " " [O CELLS PERFORMANCE WARRANTY _ T - ^ PERFORMANCE AT LOW IRRAOUINCE ^���---,_��•T^-� t •Maximum yields with excellent low-light •Reduction of light reflection by 50%, --f !' _ -T At least 97%of nominal powerduring W'e _r r--f-Y-1--.1 -1-- and temperature behaviour plus long-term corrosion resistance due A i ( • - :�:�,� Brstyear.Thereaftermak.0.6%degra- ._ _�___ ;__s__i__ -� _� . - dation per year. •Certified fully resistant to level 5 salt fog to high-quality IiAt least 92%of nominal power alter �---- 10 years.•Sol-Gel roller coating processing. [____Lpill_l_ At least 83%ef nominal power after • ENDURING HIGH PERFORMANCEa 25 years. a---:---',--:--4-4-4-4-4-- - " _ , •Long-term Yield Security due to Anti EXTENDED WARRANTIESi_______ All data within measurement tolerances. v m m x. x. m w MO I Full warranties in accordance with the IN PID Technology',Hot-Spot Protect, •Investment security due to 12-year I i _��� warranty terms of the Q CELLS sales toduwraiWWI organisation of your respective country. and Traceable Quality Tra.QTM product warranty and 25-year linear •_ • The typical change in module efficiency at an irradiance of 200 W/ma in relation 2 ""••`^'°°m•'* to 1000 W/ma(both at 25•C and AM I.5G spectrum)is-2%(relative). •Long-term stability due to VDE Quality performance warranty "`°""�° ""°"°"' ,1 I Tested-the strictest test program. TEMPERATURE COEFFICIENTS(AT 1000 WMY,25°C,AM 1.50 SPECTRUM) -- y-� _...- - _ -• _.. EUPD RESEARCH I QCELLS • 1 Temperature CoefHCilm of Ir e _(%/K) +Q_Q4 TemPerebrro CoeNlelert of V„, 9 (%/K) -0.30j SAFE ELECTRONICS Teropereturo Coefficient of P•„ y 1%/K1 -0.41 NOCT (°F) 113±5.4(45 x 3'C); i onm s / 'p.m rtwueacr g PROPERTIES FOR SYSTEM DESIGN •Protection against short circuits and \ nxaw g 2015 worarm ninon ,.s,r ' Maximum System Voltage V,,, M 1000(IEC)/1000(UL) Safety Class II c thermally induced power losses due to r _ _ _ --- mumer auxin. i Mailroom Series Fuse Rating IA DC) 20 Fire Rating C/TYPE 1 breathable junction box and welded 10.1.1"r --_____ ._ _- ._ _ i Max Load(ULY Ilbs/ftl 50(2400 Pa) Permitted module temperature -40°F up to+185°F : i cables. on continuous duty (-40'C up to+85°C) g V DE (P1W.tQa/ I Load Rating(ULY -_- (Ibs/Ita) 50(2400 Pa) see installation manual ..-_ --- --_ - _ 1 E weItyTasted GULLS QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION u e...en°°"" '°bo.edSI'rola i UL 1703,VDE Quality Tested:CE-compliant: Number of Modules per Pallet 26 , -R •...a"�• esuasm IEC 612151Ed.21:IEC 61730(Ed.])application class A -- `-`-' - _ -""--' ---"-"-`�-`-'--- ID.400x2587 t--='=�""" 1 Number of Pallets per 53'Container _ -- 32 j v THE IDEAL SOLUTION FOR: �,� �� Number of Pallets per 40'Container 26 Rooftop arrays on p° pOMP4Tj1 DVE C E S v" Pallet Dimensions(L x W x H) 68.7 in x 45.0 in x 46.0 in ®residential buildings 4:300; C 01 �Mxvr�. -' -' _ ----- '-- - (1745 x 1145 x 1170 mm) Pallet Weight 1254 lb(569 kg) �i`q0NOTE: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 .2 ' APT test conditions:Cells at-1000V against grounded,with conductive metal foil covered module surface, C'OMPPr this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. ' 25°C,168h Marsha 0 CELLS USA Corp. a See data sheet on rear for further information. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL q.cells-usaeq-cells.com 1 WOO wwe.acells.us Engineered in Germany Q CELLS Engineered in Germany Q CELLS