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c;j. _Town of Southold 11/5/2015 ‘, P.O.Box 1179 S4,g 53095 Main Rd , O� Southold,New York 11971 • CERTIFICATE OF OCCUPANCY No: 37886 Date: 11/5/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 130 Rogers Rd, Southold SCTM#: 473889 Sec/Block/Lot: 66.-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2015 pursuant to which Building Permit No. 39813 dated 5/29/2015 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 on an existing one family dwelling as applied for. - The certificate is issued to Caravella,Jeffrey&Caravella, Stacey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39813 7/4/2015 PLUMBERS CERTIFICATION DATED V.ep.,,,- , Authorized Signature r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �?, 4� SOUTHOLD, NY , o' * ya 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#: 39813 Date: 5/29/2015 Permission is hereby granted to: Caravella, Jeffrey & Caravella, Stacey 1023 Massachusetts Ave Lexington, MA 02420 To: Roof mounted solar panels as applied for. At premises located at: 130 Rogers Rd, Southold SCTM # 473889 Sec/Block/Lot# 66.-2-17 • Pursuant to application dated 5/15/2015 and approved by the Building Inspector. To expire on 11/27/2016. Fees: SOLAR PANELS $50.00 Total: $50.00 41117 • ��Buildin� • - 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. �/i54'5 New Construction: Old or Pre-existing Building- X 1 (check one) l Location of Property 7O (�® ,c5 62ca d C o -tl of Cis House No. Street Hamlet Owner or Owners of Property: 3 C e- Caro Ve-tlam, Suffolk County Tax Map No 1000, Section (C0 Block Lot /' Subdivision Filed Map. Lot: Permit No. 369/3 Date of Permit Applicant: SO/61(\,^I�L Health Dept. Approval. Underwriters Approval. Planning Board Approval. Request for: Temporary Certificate Final Certificate (check one) Fee Submitted: $ 50 Applicant Signature g # ilii,.� li Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 co N P.O.Box 1179 $ roger.richertaAtown.southold.ny.us Or Southold,NY 11971-0959 ,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stacey Caravella Address: 130 Rogers Road City: Southold St: New York Zip: 11971 Building Permit#: 39813 Section: 66 Block: 2 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 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: 5.46 KW Roof Mounted Photovoltaic System To Include 21- TSM 260 Panels, 1-ABB 4200 Inverter, AC+DC Disconnects Notes. Inspector Signature: `........,_ ' r�'' .— Date: July 4, 2015 Electrical 81 Compliance Form xls souryo. ` � 1 01,- ige4V,Ltr- c ,M It TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: P74011-- fe/ 55r/V7. 4 DATE 7/relb INSPECTOIW` Version#51.8 BsoIarcity sr3 _ I 1 IA ; II NOV - 4 2015 L. - Project/Job# 119575 I' w�__ Dqt of Installation: 07/06/15 RE: Installation Approval Letter Project: Caravella Residence 130 Rogers Road Southold, NY 11971 Inspection Date: 07/06/2015 Permit#39813 To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of NY State. Plans and calculations were stamped&signed with my professional engineer's seal. 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 pproject,please do not hesitate to contact me. ,��pF NE►�Y O Dig tally signed • _ l 0/ co S 97- Shenoyr * EC�LI PS E �,. y� j i y�z Location:421 Se, he-%ENGINEERING InC.,P.C.STE,421`,°Spok„. , M �, Contact I nfo 1 509- 7 31 R` � � Eclipse Engineering,as a third party, 2 • �y � Date:2015.10.29_ s c� 12:44:42-07'000W . has provided a structural-only review of Fop 095379 the enclosed project. RoF NP ESso 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com M ROC:Y93771,CA CSLFS+3£910/,CO EC 601 CTI IC 00;",778 DC hue:'1101435,DC HIS 710)41)3, 1)C1-20774,MA H)))163870,MD MI-CC 12133AS,H,)1d0t!` IE1)60)3, CR CCEI 113)41)8,PA A773A3.T/TOL- 2703/,WA BCE,:SDI ARC'9MOT„.,:018 S:841)13 M 001-ta re3A0vscl, FLELD INSPE (5N ItEnOV."1' DAA , „CO M FQUND, lON(1ST) , -*--‘7.-.-•- . . . FO'UND4TION(2N7)) 2 74.3 , ROUGH FRAMING& ; l_ .,511 . PLUMBING _.._.__. _ �------. . a INSULATION PEA N.Y. y STATE ENERGY GODS . . . . , . . ... . . . " . .. . . .,: ' M . . ,. .. .. ., . . .. . . . . ... . , ,, , , , ._.,...............„ . •• FINAL • . A b i. i 7-..') o iN A Z--. -&•C,,MM C-• - V • • '• '• \ 2 . •• 1 It TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 7�l3 Survey SoutholdTown.NorthFork.net PERMIT NO. 7 Check Septic Form NY.SDE.0 Trustees C.O Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 2-7 Contact: D Approved 20 Mail to: jr�CPQ R�Os11lal(C Disapproved 017-5017-5c-� �- 1�IC1 w J��� Vj 1I7" Phone. (9-?-,1 "CP a 5-qWD-- Expiration riy ay_yr Of ,✓C9 n � 4 Buil+ing .- or E;.DC TC, OF (CHCLD APPLICATION FOR BUILDING PERMIT Date Nita' ,20 I) INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 972) HO\-0c IIEw .5 SjA pP �y (Mailing address of applicant) 117 n State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Core cc c o r Name of owner of premises S-V%tce,k3 c cve t o, • (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. 6aO51 - (� Plumbers License No. Electricians License No. '6 1331- M Other Trade's License No. 1. Location of land on which aroposed work will be done: �ol \3O VCXN-g 5 9-'d House Number Street �n l® Hamlet County Tax Map No. 1000 Section Block Lot ) Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .Rci (Q,I(1 AG. b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ynouvr4- Solar 1_ (Description) 4. Estimated Cost 111, f`"I 7 4 CQ 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises5Gceu3 Ccavella Address 60 Poc cs pot,S di1 lPhone No. Vio-)i-!(9-'55)8 Name of Architect is1oR ArrnS9ccmg Address 30 C uC,cvk Lkx Phone No (o 50-G38' )0?• 1 Name of Contractor a1c r C; Address 3°9Z CleacRRew 1jayPhone No. a&-7Gc-ail S c1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO N/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.0 PERMITSXAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF Su oWI�) Ci rc roc JSj)ctc CI being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the t4P �" /Co *cttc) oc (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or hay- .e ormed the said work and to make and file this application; that all statements contained in this application are true to the t of* owledge and belief; and that the work will be performed in the manner set forth in the application filed - : i.,`1° '.;11 El Sworn to before me this , CA`s 117 day of La 20 4, to tv.0.10:140 Aiiid 4t4;724° off' 9• Notary r .1.c Signature of Applicant t `,,., ost �- ; STORMWA\TlER Scott A. Russell 4' SUPERVISOR i 2 MANAGEMENT 1 �T Z I��1[A\lam,A\G]EI��I[]El�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119710 ,j Town of Southold d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY TI IE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑["A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑lEl . Site preparation on slopes which exceed 10 feet vertical rise to ,,.�.,� 100 feet of horizontal distance. ElLJ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted ❑04on FIRM Map of any watercourse. . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES 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 witEur Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #; 1000 Date trict NAME 66/� Le� ��4; /2 /� .� �j/ Section Block Lot (Ceq/moo .�C I mgmi"�� — 7502 ****FOR BUILD ) -'ARTMENT USE ONLY**** �Contact Information Reviewed ByIP I Date: L.. 27 0, Property Address/Location of Construction Work: \r".609�_Q O P� cs n pproved for processing Build' g Permit. C:{ Stormwater Management Control Plan Not Required. 3004)01d , 0/ \\,9Stormwater Management Control Plan is Required. 11 (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 rrrS01#4 Town Hall Annex #t * Telephone(631)765-1802 54575 Main Road (631}7695Q� • P.O.Box 1179 ; g lIFilii ��,�%pF SOUt�,® Town Hall Annex i1 ~® �®31€ als Telephone(631)765-1802 54375 Main Road ; Fax(631)765 9502 P.O.Box 1179 Southold,NY 11971-0959 ®le 0e. �® �1� Co N B r e`stir July 22, 2015 III BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City Erika Rios 923C Motor Pkwy Hauppauge, NY 11788 Re: 130 Rogers Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Please submit certification from an architect or engineer show',u_►the panels were installed to the roof per NYS Building Code C Application for Certificate of Occupancy. (Enclosed) �A Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 — 39813 - Solar P mSolarCity November 2, 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: 130 Rogers Rd Southold, NY 11971 Permit #39813 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, G'apene Gina Capone 63'1-835-7394 gcapone@solarcity.corn 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarclty.com AZ 4400 24'5771/00C 240450+003277.08,CA LIL;`888104 CM 008041 CT HC 0632074,013 012,5305,OC#71101480'E00902555,Hf 0T 20770,MA FOC 150572 MD MOW 128048, NJ NJHI+Cui35008I46000'JJ50017732735,OR 0018045S'C652'1'51102,PA H100,4077043,TXTE0L270C,n,WA SOLARO-#19011SOLARC"305P'13 2013 FCIarCO 'U rights riser,F.i _ :'... , /_-.,..\ ,---, . i,......, ; 3 '.--) . . ., ..., . .. , -v TOWN ' 4i)F S RU7NOLD PLIOPERTYE.F.MIVIVED CA OWNER STREET /---7 -7:----, --)( VILLAGE DISTRICT SUB. LOT/ :/ . ).•,--i,-`.,• , .,:' z lefiCrefiNv Si':'? - L CI-4ra ki6A i q":'? :1:?.--,V-- i).-9-I 0•--ji 004 „ .. Lc---- .., i f,4.-- 4,! Q I .FQRM'ER OWNER I N 4 E ACREAGE 4 Man e- Co f f (C , , . 6 , S W TYPE OF BUILDING , „....,,..„...,_ \,6 \\\\COT)_2---- 0 c)Vic., 0-1c / (A, RES. 7,43 SEAS. . VL. FARM COMM. IND. CB. MISC. .r LAND IMP. 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"' ' -' -'4•"• ••••.•.'•,•*(:11.1,:, -, ;:4,.." .., '- • i„,,„:0••,,•••!:.*,-.1.4-,,,.•••,-, .1, t- 1. , 66.-2-17 1/12 I . , . v-7.) Foundation ...----, , L , M. Bldg. yov, ;,,,,,),:z 050 ) IDN0(-:,/-4" ,a I Bathil ,i , Basement , I FL) LA, . Floors Extension '-, -.. .:°- Extension - , ,, '' , &.41---D Ext. Walls ttlek eo j.&,0 .- Interior Finish Extension 1 (4" CI - . Fire Place i Hecht /e#19 01 i, 14 Porch Attic ., " 3 7". c atif i 1 . Porch . Rooms 1st Floor Breezeway Patio Rooms 2nd Floor . ._ • Garage )0 ,! ),...) „ Li,- .. ... A; i ) . t01) Driveway .. ,- e i . O. B. _ 4.......3 a tril • . . . . 9 ' t • r ••, * .".. cp-r i -,---, . — ,.,_. , C , ..„, !it CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 0910312014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES PHON 345 CALIFORNIA STREET,SUITE 1300 (A/C.No. xt); FAX No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED INSURER B:Liberty Insurance Corporation 42404 Ph(650)963-5100 SolarCity Corporation INSURER C:NIA N/A 3055 Clearview Way INSURER D: San Mateo,CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002493840-01 REVISION NUMBER:I 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 EXP JpISR WVD POLICY NUMBER (MMIDDIYYYY) (MM/DDIYYYY) LIMITS A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE _ $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JECT LOC Deductible $ 25,006- A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 (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 PROPERTY DAMAGE - AUTOS (Per accident) _ $ X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 B X UMBRELLA LIAB X OCCUR TH7-661-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE _ $ 10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED X RETENTION$10,000 $ B WORKERS COMPENSATION WA7-66D-066265-024 09/01/2014 09/01/2015 X WC STATU- 0TH- B AND EMPLOYERS'LIABILITY Y/N WC7-661-066265-034(WI) TORY LIMITS ER ANY OFFICER/MEMBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVE N N/A 09/01/2014 09/01/2015 E L EACH ACCIDENT $ 1,000,00!7 B (Mandatory In NH) WC DEDUCTIBLE:$350,000' E.L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Evidence of insurance CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 980 Hawkins Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 708 ACCORDANCE WITH THE POLICY PROVISIONS. Lake Grove,NY 11755 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services I Charles Marmolejo �� ,..-106_� ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 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 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location of Insured(Only required ifcoverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2.Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage(Entity Being Listed as the Certificate Holder) 3b.Policy Number of entity listed in box"la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove,NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor,Partners or Executive Officers are 0 included. (Only check box if all partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "1 a" 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 notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the 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: Theresa Fagan CA Licen 0C12887 (P int name of authorized representative or licensed agent of insurance carrier) Approved by: d' 9/1/14 (Signature) (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however, shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse 4 SUFFOLK COUNTY DEPT OF LABOR, '. LICENSING&CONSUMER AFFAIRS MASTER ' ELECTRICIAN IWO JASON KANE This certifies that Elie eras bearer is duly SOLAR CITY CORP. licensed by the County of Suffolk t tu` 51331-ME 0 311 9/201 3 acting Cansraestesr EVIROITIOND`1® 03/0112017 SUFFOLK COUNTY DEPT OF LABOR, LICENSING 6 CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR 4.1 wawa LICENSE SHAUN E CHAPMAN Tais certifies that the '''"4118`441g G. pR1g bearer is duty SOLAR CITY t RATIMY licensed by the County of Suffolk " "' °' 'Um'�A 52057-H 08101/'2013 cC.9pti'p• earourom 08101/2015 Version#44.7 i; SoIarCity May 10,2015 Project/Job# 119575 RE: CERTIFICATION LETTER Project: Caravella Residence 130 Rogers Rd Southold,NY 11971 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= 12.5 psf, Roof LL/SL= 14.5 psf(Non-PV Areas), Roof LL/SL= 7.4 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss= 0.19994 < 0.4g and Seismic Design Category(SDC) = B < D 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. rs^r; Rolf Armstroiig; PE, SE ENGINEERING 2015.05.11 "r- ; Eclipse Engineering,as a third party, 16:17:49-07.00-1 ,i, has provided a structural-only review .�� " of the enclosed project. '090FES �pNt,�'" _ 3055 Clearvlew Way Sari Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity corn AZ ROD 213771 CA CSt133810 CO EC 8041 et f-PC C63,77,3 DC 1-PC 71101486 0C HIS 71101482 HI CT29770MA HID 10£1572,VD MHIC 128948 NJ 13VH06160602, OR CO3 156=108 PA 077143 1X TD/rs 27005 WA CDL SOL AR6;101007 C 2013 SS Coy All r;4nts ru'3ervat3 05.10.2015 -,''''z')4"..,41,4,, SystemStructural Version#44.7 1 Design Software F ' ?' ` ' PROJECT INFORMATION&TABLEOF CONTENTS' l .':.,. : Project Name: 4.x ,4,, Caravella Residence,s• y ten„ ' AHJ , , Southold'Town !',;,,,y r `„„yp Job Number: 119575 Building Code 2010 Residential Code of NY State 7.7-7.777.7—''' . Customer,Name .,..:�. n_„!C rravella,Stacey '.._',..--__„;:1,1-.....14§,e4_0,1:1_,..-..-_,,,F,-„a;_IRC 2006/IBC 2006”;_W,y,W Address 130 Rogers Rd ASCE Codetle ASCE 7 05 "7-'-777-7---' 7, . _w. City/State.<_,�_` .r ..:Southoid., T ,.,,,�NY,__�..z..,. "... :RiskoGategory .,s, ., ,_��..... . IIS. _, �_aA___,.,`; Zi Code 11971 Upgrades Re 'd? No -- , , ,, latitude./�Longtloot „ p_41,067154 , _ -72�.41178O' W�,, , 'Sta i Regdi .”"; ;rKil,>,,, ,..14, __, ,,,0._, 2 _ _ruW„ SC Office: Long Island PV Desi ner: William Avery 77'77 y 'Calculations ' Abe'De Vera °, 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=0.19994 <0.4g and Seismic Design Category(SDC) = B < D ;,4`;` _ 7,..__:7;,- , :-.7-::::::71: 2=MILE VICINITY MAP_ -T, ; k6 . ,' 4 ar 3 �. .'"'N ' ' v `', A. A. .. •*,,, ' ''' * n - ' _ . , • _ . -it._., •1.,•„„ .. ., .„,. , .,, ,t0'..T,O' •' l' ,.. .4.‹./. i . ,, . "• X 1 ', a:.15.,--%:0N,,,, 1a �E t� � -\\ . rr 1 { , R.F. '`:: , 9 a �a �2S oo�.le`•I ,ae� :. 201.5: 61: 111 Globe New York GIS USDA Farm ServlceM •enc; 130 Rogers Rd, Southold, NY 11971 Latitude:41.067154,Longitude:-72.41178,Exposure Category:C 4STRUCTUREvANALYSIS;- LOADING SUMNMARY,AN0 MEMBEFt,CHECK± MP14 , ___ .___ __...d.____. ' -;k_ , , W,,. - Member Properties Summary . ,,.� _ , , . - MPi r' a Horizontal,Member Spans '`,,' .',' ---, , RafteePropertiesm°,, ,.. „ k , Overhang 0.99 ft Actual W 1.50" , --.' ,:RoofSystem'Properties,,; .tri;,'"`: . fes`,;:.Spant132' k'�° '.11.0'ft„',e' ,,'*.Actual•D..n_ 5.50''': Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing,Materiah',t ,. , Comp•Roof„'.,, ' sprawl' , . :, A . . " . u 8.25=402: Re-Roof No Span 4 SX 7.56 in.^3 Plywood"Sheathing', ;y, E ,',c,.'„. Yes' -4'`'Span"5 4`';" F ..',:`-L 4 , , ...IX, ,. ., 20.80 in.^4",.., ". Board Sheathing None Total Span 12.16 ft TL Defl'n Limit 120 Vaulted Ceiling:,` ',Yes'° .,., ,-:PV.1;Start' *<_. ,3:67}ft`` .,_., Wood.Speciesq,: , ,,SPF4 Ceiling Finish 1/2"Gypsum Board PV 1 End 11.42 ft Wood Grade #2 Rafter;Slope=`-,-.. .. . . " ., ' , 1.,.39°4 PV'2-Start,,.,--4,''';‘'.,,,,- _: ,°;_ . Fb.-,, ,. , ,. ;875.psi".'--,-, Rafter Spacing 24"O.C. PV 2 End F„ 135 psi Top;LatxBracing ,. - , Full - i Start::PV3- , - 'L,:w �' �� °�` E';; _ 11400000 psi Bot Lat Bracing Full PV 3 End Emin 510000 psi ';',,,,:k , Member`"Loading Summary; ,-,Ar ° 4'. ,.,. '`l: .. „Roof Pitch;. - 'Li:, .L,; , :',4r,,, ;10/12, , t,.r Initial^ r,,, Pitch Adjust. .,Non=PV,Areatr, . .,;PV°Areas° ,,,, Roof Dead Load DL 12.5 psf x 1.29 16.1 psf 16.1 psf PV,Dead,Load '^y .,,,* ,PV-PL°:...:,,',-°!: !,., 3.0 psf „ . `,x 1°.29 , 3:`9 psf r."Lr Roof Live Load RLL 20.0 psf x 0.73 14.5 psf Live/SnoweLoad ,- .. ., '';,''L,2: il,,. LL/SLP M. ,20.0',psf1'i' x;0 6741'i x,0.37' , 13:44psf }„n , 'k, 7:4 psf,.•,', Total Load.(Governing LC), .v TL . 29.5 psf 27.3 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 ,'',/!,,(2;,',7-,,', ,L,':,-;::.'"',., ' Member Design`;Summa" '(per"NDS) w -`.. y. , . ➢ a` , x: ,GovemingLoad Comb,;. '. 1_pCDa<`' '. . .CL'(+)1;, CL'(-)'' a ;CF } .. , -Cr,. ,_•o,a D+ S 1.15 °1.00 ' 1.00 1.3 1.15 . ''' ..: , „ g. ,`t. ., „r Member Analysis Results Summary ' s ,- z ,;`.`:''' ",:,,I, ,:, TT,5,r,,,,•2- ,atl i',,,,',4 -,,,` ,Maximum-`,.,` " '"°•` r,1-,'Mak Demand_.' "@,Location,. ,. "'„Capacity • . ,'DCR 4 ., L Load;Combo - Shear Stress 54 psi 1.0 ft. 155 psi 0.35 D+S Bending(+)StreSSA: , 2.,. ,''. 1329;psi; ,. .; 6;6 ft._, r , , 15_04',Psi',` <" r:".-4 ,,,,0:138- ,<A,,.,. . D'+°S , Bending(-)Stress -76 psi 1.0 ft. -1504 psi 0.05 D+S Total;Load Deflection, ,. , °: ""1.06'ini-[L 1./162 , , °6.6 ft: :_ 1.44An.11/120.'- , 11.74,'''-::'( : .` :-a4,,SM, , , A 'PV Stiatern:LOad-:, t.'':''-r 4-,:'t Y''''''','"?" ',I"-'''',':'";L'':' '' ''''.;v r'':1','',?'',',,'''f'' '' ''''''-_,,1:::4,:'-',",t,.'It,t'' ':'`'t ,''',, `" • , V ,,tt,''',, ,trtt '• ,,,„,t , ,t'',,._;, PV Module Weight(psf) 2.5 psf Hardware-Assembly,Weight(psf) 7 .",o,,a psf,, . . , , . PV SystentWeight(psf) , ,,.. . .. - , . . . 3.0 psf . . , Roof DeadtoadMaterial'„,';',',-:','!,,,, L_'''_ :1" ,,,,,, ''-,,,,',,"i:LOad Roof Category Description MP1 ExiStIng',ROpftng-Nletig,,,, „2 „ 2.-..r,2,2-;-i.,cn„. T,r„ i9,-P--P:,z•9.- &--k„r,,,kk,k,,,,.„ 12, 1P.Yq(s, .......u'psf , Re-Roof No °040.------r-----n,---7,- `7'7777 7'7r”777 ' 777k 77 -7- ,.= 7 ; Roofing Paper 05 7, ,-- -, -' ,,,, , ,''', ,4 ' ' ,1aY-OlentL‘7";ra,',::' ,j7,.”-`,.... _,.' )Y,..7::,7 'Y7, 7.7,7'i, LI.,.:.j,f,e..'; i,.,; ,'7.','“a',.,..' L,,'.-=. .r90f:P. ‘.:. 14er...,,......,,.,,,,:-.- ,...- , ',.:,,,,,L.,,,..305'-PPf.,,:, Plywood Sheathing Yes 1.5 psf Board Sheathing ...-.' --., ',....., .,.„,,,,'- ...,-- L',..,„...1'.....,--.r,;,,.., .,.., L.] ..a.„2,,..-,,.,-,f;,,,:„, ‘,,L.,„.,d,,,-1, ,SLP.',.,-1'... Rafter Size and Spacing 2 x 6 - @ 24 in.O.C. 1:1 psf ,,,,-,-,- ,i.i,---_,,.. ,;:---7-,7-, • „ ,,,, ,,„ ii- -';,, 1'7, ,v'rt:,77. ,777, -,'...,. , 747,,---,TT -7.-v,,,,gr 7- 7,77 ,77'777:k7'7-t;7771 77,7,;i;iicf yatp.e141,2„:„qmpg 22, 2„,22„2F ,,,”„-2„ ,,,„e,z 2122, , :21,, „,„,,,, „2: 2 ,„,, ;- ;,? :_L-: -„,,;ILI_Y ,!yF,,,?t,,,,,„,,,, Miscellaneous Miscellaneous Items 1.4 psf - , , , Total Roof Dead Load , „ - 7 12:5 psf,(MP1) --° ' - ' - '''' 12:5 psi . Reduced ROOf LL'':'1, )':-r,,,:',,'''.4 iNton'-PVAreaa -!,"-Value'' '''="„ ,::,''''',tf,,,-,,,'-'%, ,'-' ,`,.'.:"4-,ASCE 7.705' Roof Live Load I--0 20.0 psf Table 4-1 ivi7y.-64,-Area A,. 7.---_7,,: ,i, ,A ------,77,7 ,,, „::: 74-, 7 ,,,-r-,,. <-n-iotrit-,77,-,---" y Roof Slope 10/12 7i:WPP6,ritAieaTRidUaiiiiir:777-7.7 7'' -:'.: R1 I ,LI. • , ', ,t -,, ,k ' ,'kSeetion 4.9 Sloped Roof Reduction R2 0.725 Section 4.9 .,-,-z.;—_,L,ry,-,- -7,-7,...,-,--, , ,^13Y,`'7", ,7 kztik., t,t-i.. .57.-Akkki,k77.: 7,7°,:if7, ;,757777,—-,k° :-°,7k 4.-y.' ReducedKoof‘Live'Load: ','°- -',',` ,,1:, ' ,°'",,' ,,,,, Lr ., -, .,-, '.-.r,-, , ',....‘,-',' -, „.---.4--;I-0(R1)(R2) , . ,0 '0 0 Equation - ...,7. . Reduced ROof Live Load .` Lr • - . „ICS psf(MP1) - '', . - . . 14.5 psf Reducedthinind/ROOULive/SnOW4 wade;•, ;,, ,- 1 "- „.,,,, ;,,.:„.,-,;:",,,--. r,,::,-,-'" --,-,- q:,..-', z, ify,:,,,,,"::-:-;.: ,:, ,,;„.,,,,, cade:..,,,-. , Ground Snow Load Pg 20.0 psf ASCE Table 7-1 -----,-, 7,7krkktk,t- „,1"-!” Snoittoad Reductions.Allowed? '" ,, ,,,, 'f' ' '--` " - ' '="' rr.'' %,--',Yes '„, - , ,„„- ,„•,•-,,, ,-, ',:o,-•-...., '• ,4,, , .,,,,' 0 0,,.0 , ,'. Effective Roof Slope 390 Woiiz7.biiiiiiCifkiiii4fakidae ,7 , W7 .7,L"':IL' '17' '' , 7-c-"TLIS:-:"-fie: Snow Importance Factor Is 1.0 Table 1.5-2 tSnoW",Exposure -LFactor „4- , Fully 1hExposed ' Table ,",-,„7-2 -4:14,4`.:',... , -,,32414.4„,s'„,4r:44...„,,,,-„,4 n,„...4,44,4:IL 4,,t444,4'42. 44,-,”'%,;=.•-- ,.....-,-Lk,,,,,,,,:,„:,::.L,...,'".4-2,-,-.'.:,,.:E.,....n..:‘,1'2......:,:,,,a,,,.&,1.,J.,,,,,Li.:, Snow Thermal Factor Ct Structures kept just above freezing 1.1 Table 7-3 Piirifiiiilfrj F14€7fiiiiiftiiiiixoadtikif 1:4';‘,7,7 .7::'''''-::,-571-7,-,,,3777-7,- -A-7:77:77 ‘-',•':,.-.77 L7 r7'7.:',7:771;;V7 77'7'7' ':,—0:777, kairk,0,51.7,5PLQ''W' :$'4',e.haf't'':9PI' 'L','L'''. -,•''1'.:,"I”,''\''Wr'''I,' Pf-,m,,i .14.0,,Lir ps,Lf7:3.4 8777:1-70 Flat Roof Snow Load Ppf=0.7(Ce)(Ct)-(I)pg; pf.• pf-min Eq: 7.3-1 r14.0 psf 700/0 ASCE,Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Cs-roof Figure 7-2 Roof 1.0 Design Roof Snow Load Over ° - , ,. .. .Ps-roof=ICS-roof),Pi - ASCE Eq:7.4=1 . • Ps-roof, ° ' Surrounding:Roof - ,, . .--' 13.4 psf „ . , . ASCEDesignSlopedRoOf SnoW",'Load,Over.PVMOdulea,,-' Surface Condition of PV Modules Cs_p, Unobstructed Slippery Surfaces Figure 7-2 0.5 , Design Snow.Load Over PV' - , , - '.. Ps-pi='(Cs-pv)Pf- ' - - 'ASCE Eq: 7.4=1; .Ps-!v , , , Modules . . 7.3 psf.. ' ° ..37% - . . . • A r-CALCU LATION-OrDESIGN WINCILOADS:AP1,--- :- Mounting Plane Information , . . . Roofing Material Comp Roof PV Bystem Type6ola'rCity,,-SleeffrouTn 61-7-:"7"---- Spanning Vents No Standoff'(Afticiiiiieilf 1IWakiii) "'' :tail"'Aiiiiiiitirwt7 „ . Roof Slope „,„,„„ , „,,,,,,, ,„,„,,,,,,i,„_,„„ , „:„:„.„,j,,,_ Framing Type/Direction Y-Y Rafters Pur,lin Sp_acjiig. - .. , ,. _X-X Purlins Only _- - _ - NA' ' Tile Reveal Tile Roofs Only _ NA iiieTKEEtiriTeliWifeiii— IT: 1iil"ikb'iiii:nififity - -7 71. ISIA77 ' :7-7'5777' Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria . .. _ . Wind,DesigaCode_ ,,_ ASCE 7-05 Win id besig,n Meihoil : _'L ._^ ,:':- Partially/FullyiEnclosed Method-. ' ,,,,..,- , . Basic Wind Speed V 120 mph Fig. 6-1 Fxpps„tpt,„Catego ,„,, „',,,' ,„„ '''„„„si„1„,„: „,1„,,,,,,,,„. ,,,„,:,,',,-2-,,,,,„;,,,,,,4„„,,1_„,_,,,,,,,_„.,,,_::::g ..,,,,,, _,,,,i,,,,,,,, :.,,:,,L,„::-„sq,„410‘4,5,44,1„, Roof Style ' Gable Roof Fig.6-11B/C/D-14A/B __ __.-- , Mean Roof Herqht-- , -.-,---_„ , .-_-,' ' _ h - , - . _1-- ..:; _--25 ft , .. -- - . -, Seetion,6.2 Wind Pressure Calculation Coefficients WindPressure Exposure lc 0.95 Table 6-3 Topographic Factor ', Ka; - , _., ..„ -' .-„- ' '1.00. ' -_ _ , -,- Section 6.5.7... Wind Directionality Factor KO 0.85 Table 6-4 IMportanteFactor, ,., J ,,' .,-,, " , I. -,,,,,,,, ,,,,- ' ' ,z- ' 1.0 ' .` , : . ,., '''' - ; 'Table 6-1 qh =0.00256(Kz)(Kzt)(Kd)(VA2)(I) Velocity Pressure qh Equation 6-15 29.6 psf - --. . - Wind Pressure Ext. Pressure Coefficient(Up) GC,(Un) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) '' "' ,', GC,;(Dowh), ' * - ' ',',;%,'' '';'!' -, " 9.88,,'3'' : '' ''' ' ' Fig.,6-1113/C/D=14A/B. Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure Up Num -28.2 psf Wind Pressure Down ' ' ihdownl . 25.9 psf, . . [AiItiiNABLE-gtANiiitirriPAtinitt--- ,'' ,' 7777-77----'---- aj-- : -,- ------'--- 7 -7 -7--7:7-1 'X-Direction '''','' 3'''3 ' ' ' 'It-Direction' Max Allowable Standoff Spacing _ Landscape 48" 39" ',:2-toricl.scraPeL_..71:-..,..,._..-1-L-.L1:::'j':...:-.'-i 237 L-,_-:,77---, ':",61,-.:,: Standoff Configuration Landscape , Staggered .. Max Standoff Tributary Area _ '-: -„ _ , ,- ' Trib - . . 1- - 13 sf - , -- , .,.......... PV Assembly Dead Load W-PV 3.0 psf Nef,34OPlifi,eiTgari-CiEff.,77:::77.;',,:' 77,11---,iaii5177 7! ' ' ' ,, '--348 lbs - ' — ',—- ---,, s' '; , Uplift Capacity of Standoff T-allow500 lbs Standoff Demand/Capacity': , ,,:--7-.„--- __, ;DCR-, :-. ' --.7, -- 69.7% X-Direction „„ ,. Y-Direction „.. , .. , Max Allowable,Standoff Spacing Portrait 24" 65" frfa---x,Allowable-Cintileyer "- ' - _„Portrait 777777-"-'--'"n7411 _—7-7-77-'—'77----'7ICIK----'7' _ _ _ Standoff Configuration Portrait Staggered ,M.,4X,Stafideff„Tribiit.ary„Aree,.,,,,-"2.i.' '.4,4 LIMAL1'3.7.rjb'''L.1„1L' ,-.. .— L7.L.;-; PV Assembly Dead Load W-PV3.0 psf et NWinLi Upft'at„S„tapdp --- „_„„:„1„„-_,_,'T7,actual„,',„7„ —1,-::,__:,_-___,_,L7 ,95), Uplift capow of Standoff T-allow 500 lbs Standoff Demand/Capacity--; 7---7-7-7 'DCR-'77 --- 77-7-'- - ' ''''-"-"-' ,-----75-8.0%,-'',,, 7"':' '' . y ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. ELECTS 'KCAL CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING �N PECT ii�•:� ,,:sEO E a' -r 74;,-,,,,::-.„4‘.:FF7'.6--- - DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN PSEGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. ' (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING % � .�EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, „ S '* �"a �r,, "' FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF-THE • % E N G I N E E R I N G ;r. F' GALV GALVANIZED HAZARDS PER ART" 690.17. ® ;� I�� �I I' W,` GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE �-� Eclipse Engineering,as a third party, ;rf ` GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY ‘11 Pi has provided a structural-only review r HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. # } �• �• ' CI CUITS OVER 250V TO GROUND SHALL a',6� _ '� of the enclosed project. / O 10 �,`. I CURRENT 6. R �, ",� _FE SS Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 11, _._,.; Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER .�.-;w� .,- I stronI PE, kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Rolf Armg,i kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DCy ,.;a i;;--,.. S E a 't I-r ,}, ,'t, �P � � ASNOTED LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). ,k= MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN DATE:; 2? is (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY '� NEUT NEUTRAL UL LISTING. 'n 5.0.,5. 1 1 ` °'E1 B P. ClOMPL`� I H AL L CODES ( 1 '' `/41 FE g NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE`GROUNDED AT THE N Y®�� STA j SOWN C 631 7:33=0=7`'00 N IFY BUILDING DEPARTMENT AT OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE r. FtEI�VRD 765-1802 8 AM TO 4 PM FOR THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. --.-g-1:-Ffi_ Vin, FOLLOWING INSPECTIONS: PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE " v" ,' 1. FOUNDATION - TWO REQUIRED SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. $l..� �"` '11111 FOR POURED CONCRETE S STAINLESS STEEL ' St�ES. 2. ROUGH - FRAMING & PLUMBING STC STANDARD TESTING CONDITIONS 3. INSULATION TYP TYPICAL ht .aF$ 4. FINAL - CONSTRUCTION' MUST UPS UNINTERRUPTIBLE POWER SUPPLY BE COMPLETE FOR C.O. V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP REQUIREME ' ! • L MEET THE Voc VOLTAGE AT OPEN CIRCUIT CODES OF NEW W WATT �Fa PV1 I H T CONSTRUCTION ERRORS. 3R NEMA 3R, RAINTIGHT PV2 SITE PLAN !* z ` ,le, Ft''.• "Y PV3 STRUCTURAL VIEWS 1 PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES I. , }.. `. PV5 THREE LINE DIAGRAM Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 4 -'- _ , ir 4 """ '..2� R.C.N.Y.S. .-' __ ' 2. ALL ELECTRICAL WORK SHALL COMPLY WITH it, ,. ,'. g RETAIN STORM WATER RUNOFF ,e,r PURSUANT TO CHAPTER 236-` THE 2008 NATIONAL ELECTRIC CODE. - ' ." ,, i_, . 4. N. ,,- f, OF THE TOWN CODE. • MODULE GROUNDING METHOD: ZEP SOLAR ` " AHJ: Southold Town # ` 'ior REV BY DATE COMMENTS _ �T� y. ' m�DATE COMMENTS —. 4 • UTILITY: PSE&G—Long Island (Public Service Electric f • t °� ©©© * & Gas Co.) .0) A i I aIg I <,0,, be ,New r 1' y. r t t�r'� 'tl �i!� * CONFIDENTIAL—THE INFORMATION HEREIN JOB NUMBER PREMISE Off' DESCRIPTION: DESIGN: \\` CONTAINED SHALL NOT BE USED FOR THE J B-119 575 00 CARAVELLA, STACEY CARAVELLA RESIDENCE William Avery !'SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC„ MOUNTING SYSTEM: sr•i NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 130 ROGERS RD I�� PART TO OTHERS OUTSIDE THE RECIPIENT'S 5.46 K W P V ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH M0ULE SOUTHOLD, NY 11971 • TMK OWNER: NE SALE AND USE OF THE RESPECTIVE (21) TRINA SOLAR # TSM-260PD05.18 nit * 3055SanMateo,CleaCAAw Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE 8 94402 INVERTER. T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB ; PVI-4.2—OUTD—S—US—Z—A 6462465518 COVER SHEET PV 1 5/10/2015 (888)—SOL—CTY(765-2489)www.solarcity.com PITCH: 39 ARRAY PITCH:39 MP1 AZIMUTH: 139 ARRAY AZIMUTH: 139 MATERIAL: Comp Shingle STORY: 2 Stories m Chiral 0my `�J 130 Rogers Rd ; �P�� ` ; ' ,�k�� w4� 2 . 4 i (E)DRIVEWAY Front Of House 'I! / ,e „),,,.*Li,.-� x t? I,t e." A? ; v ,p9 091906 t,, 0FEsst9r '. / : : : : LEGEND o ° 0 (E) UTILITY METER & WARNING LABEL O 0 ® INVERTER W/ INTEGRATED DC DISCO O a, & WARNING LABELS O ° u:) o 0 DC DC DISCONNECT & WARNING LABELS o b O ° `4 AC DISCONNECT & WARNING LABELS I 0 0 Q ® 0 Q DC JUNCTION/COMBINER BOX & LABELS O 0 O 0 0 DISTRIBUTION PANEL Sc LABELS N° ° a 0 Lc LOAD CENTER & WARNING LABELS O 9 O 0 O DEDICATED PV SYSTEM METER ',D ° ° ° 000 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR O ® I-'--fCONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED L_J INTERIOR EQUIPMENT IS DASHED SITE PLAN4 ,A, Scale: 3/32" = 1' A 411 01' 10' 21' 4 5 %,..=r)//,,,,/,„/ // ,f ////i/ /A CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B PREMISE OWNER: DESCRIPTION: DESIGN:CARAVELLA RESIDENCE William Avery 130 ROGERS RD 5.46 KW PV ARRAY lr�\‘, CONTAINED SHALL NOT BE USED FOR THE —119 5 7 5 O O CARAVELLA, STACEY ``'ir BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ..'HCOhrC'ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE THE RECIPIENT'SMODUI- SOU TH OLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , - 3055 aeavlew Way THE SALE AND USE OF THE RESPECTIVE (21) TRINA SOLAR # TSM-26OPD05.18 SHEET; REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAMET:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-4.2–OUTD–S–US–Z–A 6462465518 SITE PLAN PV 2 5/10/2015 (888)—SGL—a Y(765-2489)www.solarcity.com (E) COLLAR TWE If / E KNEE WALL ( ) Structural only e / - • • ''''ct' ./`79"?'' 4 i ,•, 0 i, -2 7-1 : 4, r : Vii' 11'-2" V MCO LBW 091906 V 9FESSO-r: O SIDE VIEW OF MP1 NTS -- MPD X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 23" STAGGERED PORTRAIT 24" 14" RAFTER 2x6 @ 24"OC ROOF AZI 139 PITCH 39 STORIES:2 ARRAY AZI 139 PITCH 39 CJ. 2x6 @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 C POLYURETHANE SEALANT. �1, � . ��',� _-i_�I. T �r ' Wil! ZEP FLASHING C 1t�AT7 (3) INSERT FLASHING. - . . -1- —- — a (E) COMP. SHINGLE I'mimmompP- ;oomii- _ (4) PLACE MOUNT. (E) ROOF DECKING VANN INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF Si Scale: 1 1/2" = 1' CONFIDENTIAL- THE INFORMATION HEREIN J B-119575 0 0 PREMISE OWNER: DESCRIP11ON: - DESIGN: JOB NUMBER: t\\ CONTAINED SHALL NOT BE USED FOR THE CARAVELLA, STACEY CARAVELLA RESIDENCE William Avery `'�!'"SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.c� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 130 ROGERS RD 5.46 KW PV ARRAY - ►n PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES SOU TH OLD NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH ' 3055 ew Way THE SALE AND USE OF THE RESPECTIVE (21) TRINA SOLAR # TSM-260PD05.18 PAGE NAME SHEET REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 1NVER1fR: T:(650)638-1028 F:(650)638-1029 PERMISSION Of SOLARCITY INC. ABB # PVI-4.2-OUTD-S-US-Z-A 6462465518 STRUCTURAL VIEWS PV 3 5/10/2015 (888)-SOL-CITY(765-2489)www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-119575 00 PREMISE OWNER. DESCRIPTION: DESIGN:CARAVELLA, STACEY William AveryZSoIarCity CONTAINED SHALL NOT BE USED FOR THE CARAVELLA RESIDENCE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C130 ROGERS RD 5.46 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 gearNew Way THE SALE AND USE OF THE RESPECTIVE (21) TRINA SOLAR # TSM-260PD05.18 • SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME SHEET: REV: DATE San CA 94402 T:(650)638-1026, F:(650)636-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-4.2—OUTD—S—US—Z—A 6462465518 UPLIFT CALCULATIONS PV 4 5/10/2015 (866)—SOL—CITY(765-2489)www.solarcitycom • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1-(1)ABB # PVI-4.2-OUTD-S-US-Z-A LABEL: A -(21)TRINA SOLAR TSM-260PD05.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:99812375 FCI Inverter; Zigbee 4200W, 240V, 96% PV Module; 250W, 236.9W PTC, 40MM, Black Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38.2 Vpmax: 30.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER EE200A 200A/2P MAIN CIRCUIT BREAKER MAIN SERVICE PANEL ADJUST MIN. ACTIVATION VOLTAGES! � � CUTLER-HAMMERInverter 1 IND 200A/2P Disconnect O ABB - © Dc+ Vstart= 120V PVI-4.2-OUTD-S-US-Z-A , , Dc- MP1: 1x10 4 -1 eR (E) LOADS ' AEMU EGC / / J L1 • - —�- wi Dc+ I m m _ N �,— DG___ I - �2 Vstart= 120V 25A/2P GND - Dad .� DC+ L _ IWC+ m m Ro_p : V - - GEC jll _�_ DG G p MP1: 1X11 I I GND I-_-_EGC_—_ _ JGC J I I - I (1)Conduit Kit; 3/4'EMT N I 1___ - I . 1 EGC/GEC j GI, Z-Z C. — t GEC ) -- - - TO 120/240V I SINGLE PHASE I - UTILITY SERVICE 1 II I I 1 1 1 _L 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 (1)SQUARE D #Q0225 PV BACKFEED BREAKER Q -(1)CUTLER-HAMMER DG221UR8 Breaker, 25A/2P, 2 Spaces, Plug-On Disconnect; 30A, 240Vac, Non-Fusible, NEMA 3R AC - DC -(1)CUTLER-HAMMER (i DG030NB - Ground/Neutral Kit; 30A, General Duty(DG) r 3 —(1)AWG#10, THWN-2,Black (2)AWG#10, PV%fire,600V, Black Voc* =434.56 VDC Isc=9 ADC §-(1)AWG#10, THWN-2, Red Oli(1)AWG#6, Solid Bare Copper EGC Vmp =306 VDC Imp=8.5 ADC --(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20 MC (1)Conduit Kit; 3/4'EMT - -(1)AWG#8, THWN-2, Green EGC/GEC-(1)Conduit Kit; 3/4' EMT 2 —(2)AWG#10, PV Wire,600V, Black Voc* =478.02 VDC Isc =9 ADC (4 (1)AWG( ) #6, Solid Bare Copper EGC Vmp =336.6 VDC Imp=8.5 ADC "--(1)Conduit Kit; 3/4'EMT - - . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER. J B-119575 00 PREMISE OWER: DESCRIP11ON: DESIGN: CONTAINED SHALL NOT BE USED FOR THE CARAVELLA, STACEY CARAVELLA RESIDENCE William Avery �4}a SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: - a. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 130 ROGERS RD Ir PART TO OTHERS OUTSIDE THE RECIPIENT'S 5.46 KW PV ARRAY ORGANIZA110N, EXCEPT IN CONNECTION WITH MODULES SOUTHOLD, NY 11971 THE SALE AND USE OF 1HE RESPECTIVE (21) TRINA SOLAR # TSM-260PD05.18 3055 Cleaiew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF SOLARCITY INC. I""�"E" 6462465518 PV 5 5/10/2015 (888)T(SOL'gTl (765-2489638-1028 )50)6 10{� ABB # PVI-4.2—OUTD—S—US—Z—A THREE LINE DIAGRAM WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: Per Code: Per Code: ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD NEC 690.31.G.3DO NOT TOUCH TERMINALS NEC 690.17.E THE DC CONDUCTORS OF THIS NEC 690.35(F) Label Location: - TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZED r UNGROUNDED AND INVERTER IS IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT Per Code: UNGROUNDED NEC 690.14.C.2 - Label Location: _ Label Location: PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER- A (DC) (INV) INTERCONNECTION Per Code: ELECTRIC POINT CURRENT(Imp) Per Code: WARNING HAZARD.DO NOT TOUCH SHOCK MAXIMUM POWER- NEC 690.17.4; NEC 690.54 POINT VOLTAGE(Vmp)_V NEC 690.53 TERMINALS.TERMINALS ON MAXIMUM SYSTEM BOTH THE LINE AND LOAD SIDE VOLTAGE(Voc)_v MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION.FOR SERVICE CURRENT(Isc)—A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC _ A OPERATING CURRENT MAXIMUM AC V Label Location: OPERATING VOLTAGE WARNING (DC)(INV) ELECTRIC SHOCK HAZARD Per Code: IF A GROUND FAULT IS INDICATED NEC 690.5(C) NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (P01) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64.6.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC) (CB) ELECTRICAL SHOCK HAZARD Per Code: Label Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D) (POI) 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: INVERTER OUTPUTNEC 690.64.B.7 - CONNECTIONN PHOTOVOLTAIC AC (AC)(P01) DO NOT RELOCATE (AC):AC Disconnect DISCONNECT Per Code: THIS OVERCURRENTDECE (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 ACA (AC) (P01) (LC): Load Center OPERATING CURRENT Per Code: MAXIMUM AC (M): Utility Meter OPERATING VOLTAGE '_ V NEC 690.54 (P01): Point of Interconnection CONFIDENTIAL-THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -O�i�j 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,NOR SHALL IT BE DISCLOSED -saw ;„,- Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set ���11�`�0 iarl::i T:(65O)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� (888)-50L-CITY(765-2489)www.wlarcdy.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o i 0 ,.� i0 '^SolarCity ZepSolar Next-Level PV Mounting Technology '4,SOIarCity ZepSolar Next-Level PV Mounting Technology Zep System Components -,a� �: =7•*";,', = for composition shingle roofs <" :I:'::::::::71, '',': 'CM' ' ''.' 1:4' . 3 u o VQ1 m k h ' d 1* 1,,,,, L. R , ..h. •-.- - ' Ground Zep — Interlock they ode storm) Y ,Leveling root ,'"1::, si -.._. ll'-,�... . '' '"TMS - }ssr'� �ba.. - '_-e Zep Compatmle PV litodrde r ^"" a.,. + „c �'" " "tel ",: +}A 4. , 3 w ZeP BROOM e- trmeatr nest ;: ,.-ti. Array Skirt firal i csit0ApN �� Description • ` ,�A®0� • PV mounting solution for composition shingle roofs , .. \l� k � 0011 CpMppt� • Works with all Zep Compatible Modules ,_ �'] ���� IV= • 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 Specifications Mounting Block to UL 2703 • Designed for pitched roofs • Installs in portrait and landscape orientations '�l � t jibIOW • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 \ • Wind tunnel report to ASCE 7-05 and 7-10 standards lIi %II � • Zep System grounding products are UL listed to UL 2 03 and ETL listd to UL 467 \O ,,t - • Zep System bonding products are UL listed to UL 2703 �Jr t, • 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 wntten 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 wntten 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 venfying 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 corn 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: 1;; "" sSolar inverters — RS-485 communication interface t ABB string inverters (logger) or connection to laptop or data ' -, O gg PVI-3.0/3.6/3,8/4.2-TL-O UTD — Integrated Arc Fault Detection and h Ac. ' . °.(�: Interruption(-A Version) 'CL' `t" (.-1 3.0k�/V to 4.2kW .: . r, - ei Yr p, i; udwar.,.,,y'6aa4 D ,ri r iy -; . .,,;t,tl 3,F' j'ili,, , a a, ' L ; Technical data and types ' • °'4": .. % Type code PVI-3 0-OUTD-US PVI-3°6-OUTD-US PVI-3°8-OUTD-US PVI-4.2-OUTD-US ;� ;Mechanical specifications". „ , � " .- - ;., ° �„ , <, '1 rrftt., �,t.ez Nominal output power 3000W 3600W 3W0 3800W 4200W �. i 3000 3300' 33001 3600 40001 4000' 3300 4200' 4200' 4200 4600' 46001 k° ` 1"a k ,^ Maximum output power wattage w W w W W W W -w W w W W ,z 1 Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V iiiir£ °x ='.1 'S- Number of independent MPPT channels 2 2 2 2 x. `' _) Maximum usable power for each channel 2000W 3000W 3000W 3000W J 1' 1'' --", , . ''i Absolute maximum voltage(Vmax) 600V Start-up voltage(Vstart) 200V(adj 120-350V) ' t', 'arvh _ ;, h.„ Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V , Via<.)a = ,I Operating MPPT voltage range 0 7 x Vstart-580V(>=90V) ., .„,,,,,,.......C....-14-,--- ":1t°-°rp;',r •=":,r`Y w di Maximum current(Idcmax)for both MPPT in " .. ' 1 parallel 20A 32A 32A 32A } ''-''ft' t' Maximum usable current per channel 10A 16A 16A 16A '' r` „°tlf' ,4. w - ,^} channel short circuit current limit per 12 5A 20 OA 20 OA 20 OA s, �.'' ''',.'r' _ el''j Number of wire landing terminals per channel 2 pairs '' 's,y ° ' `l',;:;a.hro- s.; .) Array wiring termination Terminal block,pressure clamp,AWG10-AWG4 ,Output side(AC) ) -' 10/ Slit- 10/ 10/ Slit- 10/ Y 4 10/ Split- '10/ 10/ Slit 10/ * ' Gnd connection type p p p r 1 YP 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W 2W 0/3W 2W v;.4..: .^ �'; 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Adjustable voltage range(Vmm-Vmax)(V) iit-,--,°,, :,-''--';p 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V Grid 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 0 16 0 20 0 20 0 20 0 AeMs ARMS A ARMs Aeons ARMs AeMs AeMs AeMS AeMS ARMs ARMs 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 Iinput protection devices J/'' tit, it -,< „, .,.. , 4,= , ,,H . -.,, ' ' 'n._• ' . ,, , r ':, ) Rnumber of rooftopsolar panels energyharvestingrid connection Over-voerseltage pge lanty protection Yes 9• 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. tOutput protection`devides ,_ ;',"'i,'' ' '` _` . , t, `,.';> : ` ' : _t :£'."' ,,,. ; ' i of theproperty. a consistent and stableperformance — The high speed andprecise MPPT Anti-islanding protection Meets UL 1741/IEEE1547 requirements 9 Over-voltage protection type Varistor,2(L,-Ls/L,-G) across the entire input voltage and algorithm offers real time power Maximum AC OCPD Rating 20A°„,° 20AR„° 15Aq„° 25Ap„° 2OARM° 20AR,s° 20AR„° 20AR. 20AR„G 25A, 0 25A,.,° 25AR„° This inverter offers a dual input output power range. tracking and improved energy section that processes two strings The transformerless operationgives the harvestingMaximum efficiency 96 9% 97% 97% 97% g p CECefficiency 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 6Wp„, This is especially useful for rooftopthe inverter suitable to lowpower environmental conditions Stand-by consumption <6wR„ P Y `rCommurncation, „ "tAn <, ””.„ .. - _ w , ry -, h ,._. ' _ ,- .. 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) oriented in different directions (For designed to be a completely sealed Standards(-S Version). ;Environmental',air operating n- t - ,'-1,`,~_ with °O) Ambient air operating temperature range -13°F to+140°F 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- ndependent MPPT enable a more Acoustic noise emission level <50 db(Al Q1 rn ` ioptimal energy harvesting condition II optimal ,I Maximum operating altdutde without derating 6560 ft(2000m) Power and productivity I Capability enabled at nominal AC voltage and with sufficient DC power available for a better world'” PL,.,. 2 ABB Solar Inverters I Product flyer for PVI-3 0/3 6/3 8/4 2-TL-OUTD , :1, : THE Trimmount MODULE TS ®PD 5°1 Mono Multi Solutions i f sem` - i ' ;t ..s "G I DIMENSIONS OF PV MODULE ELECTRICALDATA@STC unit:mm . . - _- 1 - , - - - ' i - i Peak Power Watts-Pcnx(Wp)_.. ' I , 245 - -.I _ 250 «._I.,. 255 " 260 . • ,. �: , , 941 , .. _" _ , >„` '✓ '1 'y- 'Power Output Tolerance-PMnx(%) 0=+3 - tit < -•THE OU -t T w iurvcrlory a3 _ _ °.. a wt, .s,...�--� r; B0" Maximum PowerCurrent-IM (A) '� 8 20`` - 827 4 '8 37 8 50 -i •t t.1:.; (; NAMEPLATE o Open Circuit Voltage-V.(V) "I 378 , ' 38 0 I 38 1 e! 38 2 T C Shod Circuit Current-Isc(A) ' 8 75 8:79` 8_88 '-9 00 '' ,( [tits T4is st. `� VIaLT tt.Tt NSA LINO HOLE c lT t .. Module Efficiency f 150 153 ;n. 156 159 MODULE i;41,-;.,,,,,i; E.. ' STC Irradiance moo w/m'Cell Temperature 25°C,Air Mass AMI 5 according to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1 t a r , T vii ,o o °1. ~r ° y- " ELECTRICAL DATA i8 NOCT ^*°VI,��i ■ r,` ` `s I Maximum Power-P.,..(Wp) i 182 I 186. i - 190. I 193'Iri " L , t - $'Maximum Power,Voltage-VMP(V), ! -27 6, r 28 0 " .-28 1'; I ;°28 3'-LL Tt^ Maximum Power Current-IMP,(A) 1 6 65' '"I 6 74 l 6 84 (_,. 'MULTICRYSTALLINEMODULE `- ilt. ., 6e63GPOUNDWGHOLE IO`enCvcuiiVolia e V VocVI 359 352 353 ` 35.4 . . . :WITH TRINAMOUNT FRAME ;, , /,30MINHOE • 9 ( ) w !!' °t>. . . . , , // ;Short Circud`Current(A)-Isc(A) i 707 710 ,717 i 727 I -'—i I NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s- PD05.78 812 au '' '245=2�6OW„” r POWER OUTPUT°RAIN"GE Back View MECHANICAL DATA ^`"`- -`.E _� 11 I Solar cells " I Multicrystalline 156.156 mm(6 inches) ,., § ,',) Fast and simple to install through drop in mounting solutiono I Cell orientation ' ' 1'60°'cells(b'x 10)' .47 '-„"- ' '' R -, ' , i 'Aj " � �~~ r ,Module dimensions 1 1650.992.40 mm(64 9a.39 05.1 57 inches) Iia - ',1 1 5, 97 v i ''°'-'-✓`'A - _ i Weight ,. - _ _.,, 213kg(4701bs) ,... .+ , } `A. MAXIMUM-EFFICIENCY "Glass 3 2 mm(0 13 inches),High Transmission,AR CoatedTempered Glass AA' ; .,l e - °�,.. IBacksheet',, White';,' ,, (N .,>•-•"- Good aesthetics for residential applications . , ,,Frame Black Anodized',...,I luminium Alloywith Tnnamount Groove .` „I a � - -- . n (IP 65 or IP 67 rated. ." ,„u; ., -,, -,. 9 44 r - ,:1 ei ,/ I-V CURVES OF PV MODULE(245W) 1 J-Box` ,- ” , r• ' C, - ;010 ■ � - `1 "" ` ;Cables iPhotov`olfaicTechnologycable4d0mm'`(0006inches'), ' POWER OUTPUT.GUARIANTEEa s '9.-1000W/m, i 120omm(a721nanes) B. i„Flre Rating ....... -..� Type2 N ,...L,�, �......,...�....W,.a_v.....,,, t ,.y , ., '4,,„!'-''.,�" 800W/m2 ..,z.-_f a c ..w ..,°c t �. W..-.P, Highly reliable dueto stringent control - ®; tli y quality r® <6m " I Over 30 in-house tests(UV,TC,HF,and many more) em 600W/m' As a leading global,manufa°cturerr,_ q—sJ c In house testing goes well beyond certif cation requirements '4° 4oBw+m _ ° MI + TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ~':;_-, a 3 m 't , - 2.. 200W/m% \ ,Nominal Operating Cell ` 1 I ,OperationalTemperature I-40-+85°C ; products„we believe close \ Temperature(NOCT) !44°C(±2°C) i 1, , - ' cooperation with out partners • -i , i �` E - ,-- ---t. --. Maximumsystem )41000V„DC(lEc) .I IS critical to success.With local - i Temperature Coefficient of Pcox,)-0 41%/°C "''t i Voltage, ° * ' .10o0V D'C(UL) .i om 104° 20m 300° 40m }.., ! presence around the globe,Trina i5 q - l,Temperature Coefficient of V. 1-0 32%/°C t Max Series Fuse Rating 1 15A able to provide exceptional service varage(v), to each customer in each market l t--..?`> Certified to withstand challenging environmental y Temperature Coefficienhof I. (0.05%/°C and supplement'our innovative, -; tt -_V a i conditions j reliable products with the backing I 2400 Pa wind load ' ° of Trina as a strong„bankable .°--- WARRANTY partner Weare committed • 5400 Pa snow load , __ . ._ . ,, .... _ _ i ' l 10 year Product Workmanship Warranty to building strategic,mutually, , beneficial collaboration with , 'r ' ” i 25 year Linear Power Warranty,• , - installers,developers,distributors j 1 (Please refer to product warranty for details) <I i # and other partners as the - o «- backbone of our shared success in — —' °CERTIFICATION �' driving Smart EnergyTogether. ; LINEAR PERF,ORMA'NCE.UVARRANTV f 4 1 SA - , PACKAGING CONFIGURATION ¢' - ` 10 Year Product Warranty-•°25 Year Linear Power Warranty - � �• o on Modules per box 26 pieces w Trina Solar Limited ' t-- - « •« _-` ` ' �'- - ' ” www.trinasolpr cum A -x"° , i Module's per 40'container 728 pieces I I vt00% ist ISO- __a..� �.,�._ ._. , t ' o AddiNo �°� . - I sol value from Trin • COMMIAN1 • i o 90% ,. '2 _ w„- osO..... _nepjwa aMy CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 02,E4P4TiB r! - /`"fir i ` �9� (` ry ©2014 Trine Solar Limited All rights reserved Specifications includedin this dotasheetare subtec}to ,�,Q �i; I ` ® 1 sold - l0 80% 4 _ -;-`,I-4-, >f, _,,, � _ a, ,-.=.-_,�a ® .3®I\..&� change without notice p SniartEnergyTogether , I Years s o 15 20 25 Smart Energy Together cONpN�0, I_ , ” -' _-_._,-- .- -- .____M Trmastandard _ _; Industrystandard --_ _ _ - i l .1 r __ THE T'rm mount MODULE TSM-PD 15.1 Mono Multi Solutions 1 ` `- ' DIMENSIONS OF PV MODULE -, ELECTRICAL DATA @ STC I. '- unit:mm " Peak Power'Watts-PMnx(Wp) I 250 1 "' 255 260 'I 265 ,® + 941 [ ,... .. _..nc „,.�.k)7) i ✓ - .y.., - - Power OutputTolerano:PMnx(%)'„;•-,,- t = 0-+3 , € Trinamount r _ —7 - 6 'Maximum Power Voltage-V (V) I 3031 30'S` 306 2e 308 THE JUNCTION W . .. 0• ;Maximum Power Current-IM (A), - 8 27 '';8 37 8 5.0 8 61 r1 -T. -_ i f \ ""MERUTE —o, o ,Open Circuit Volidge-Voc(V)" I 38 0 .38 1 1- 38 2 j. 38 3 \4-e"" • :Short Circuit Current-is.(A): .., -,y8 79 ' 8 88 -9.02 `9.10 INSTRWNG HOLE �,i " Module Efficiency�n.(%) , 15.3 ' .l - 15.6;`, j 15 9` j__ 16 2 M 1 •r'1 ) ` , ' STC Irradiance 1000 W/m'Cell Temperature 25°C,Au Mass AMI 5 according to EN 60904-3 Typical efficiency reduction of 4 5%at 200 W/maccording to EN 60904-1 ' , -o ,o , ' - - ELECTRICAL DATA @ NOCT t " i Maximum Power-Pmnx(Wp) - W 186 i" 190 i '193 197 - 60 % . LL g (V)44.4'i t i r-Makin um Power Volt" e-V r V ,28 0 28 1 28 3 28 4 r `� a M,ULTICRYSTALLINE MODULE`--M1 _ �'._ '-` µ � wr-`- ------ " " • 64142 GROUNDING HOLE " Maximum Power Current-1.4,4(A) I{ 6 65 6 74 ( 6 84 6 93 '' . '', x . - " , PD05 18 - / A. 4 „'Open Circuit VoltageF(,V)-Voc(V)�*",i'* 35 2•* -35 3; , ' 35 4 „ ^y rt 35-5„ 1 WITFI'TRINAMOUNT,FRAME #`4'"`t4 3DRNNHDLE ;S _ iI .. ... _, . ,<<, , ., . /� , Short Circuit Current(A)-1,c(A)! I 710 .1 „717 1,:. "727 - I _ Z35 ',°�,.4 r s Y ' ' —� • O •' NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed l m/s "+F ' ', N 812 180 25� 26"5 <7 Bock View, i MECHANICAL DATA ,*4 "" POWER-OUTPUT'RANGE - mm(6 inches)Solar cells f Multicrystalline 156x 156 µ , '' Fast and simple to install through drop in mounting solution y Cell orientation r i 60ells)6 10) ;M §' ,;• ,II F 1r' Module dimensions '1650 x.992 x 40 mm(64 95 39 05 x 1 57 inches) ., i ■ ®� xx'. ,-,K....�i d'',� F ,Weight z'.,.. _19.6kg^(4312 lbs) -, „, - -i ,Glass 1 3 2 mm(0 13 inches),High Transmission;AR Coated Tempered"Glass MAXIMUM EFFICIENCY a y Ba & cksheet .. 'Whiter t Good aesthetics for residential applications . Frame -i Black Anodized Aluminium Alloy , �.. .r IL i I _ .J-Box^,, IF 65 or,IP 67 rated . .h w , py "_Cables )Photovoltaic Technology cable 4 D mm'(0'006 inches'), 7sµ' 11200 mm472 inches) - I-V CURVES OF PV MODULE(260W) ^r' K,' :.4 ('Connector H4Amphenol POSITIVE POWER TOLERANCE iODD ( ",. ^��•':�., ,�^ `, `, 9on 100°w/"'' Fire Type _ 'IUL1703Type'2forSolarCity VA ' Highly reliable due to stringent quality control 800 emw/m, • Over 30 in-house tests(UV,TC,HF,and many more) '�° 4 'Asa leading global manufactLirer `i 4 • In-house testing goes well beyond certification requirements . 3600 9oowie . ^ , TEMPERATURE RATINGS MAXIMUM RATINGS ' ;- , 'of next generation photovoltaic' --,a: • PID resistant , 5.00 - __ . , products,.we believe close a 440 'e0uwim - . Nominal Operating Cell 144°C(+2°C){ - ,.Operational Temperature I-40-+85°C . " ! Temperature(NOCT) - i i. '" ^ cooperation-withourpartners " - - ' ,3A0 _ \ .�� .. ._,„ ,- <MaximumSystem :4, •"1000VDCIIEc)ur; a• , v-iS Critical to success" With local, • - 2.00 'DDWim' ` \\ :< S Temperature Coefficient of PMnx'i,"0e41%/°C, 1 t Voltage'„ ,'4 ",j,-1000V DC)UL)r j f '' presence around the globe;Irina is j z oo F\P - " ,Temperature Coefficient of V c I-0,32%/°C Max Series Fuse'Rating i 15A,^ able to provide exceptional service .- soo \\\\P to each'customer in each market,. ' , t'-c Certified to withstand challenging environmental ° 10 20 "30 , 40 - 50 Temperature Coefficient of lsc ''0 o5%/0c, i and supplement our innovative, -'1V ` • V 050`1 croiri,x conditions a, , reliable'products with`the backing , • 2400 Pa wind load , of Trina as a strong,,bankable err WARRANTY partner. We are committed+ ° 5400 Pa snow load to building strategic,mUtuaily,° „ i CERTIFICATION ' „ - 10 year Product Workmanship Warranty beneficial collaboration with ^ " " , 25`yearl neat?ower.warranty,m ' j " ` installers,developers,distributorsS ' ? �' a VL us G. - (Please refer to product warranty for details)r and other partners as the , , I ' veto 0 us backbone of our shared success in- _T,_,.,_._.. .____ _r_,_ �.. , ` n ,drivingSmartEnergyTogether. , LINEAR_PERFORMANCE WARRANTY a I"_� p '1'so �_28 rE PACKAGING CONFIGURATION COMPLIANT ''Modulesperbox 26 feces - - w 10-Year Product Warranty•25 Year Linear.Poker Warranty- p Trina Solar Limited Fat wwwfnnasolarcom' "� .. " • ` - - r Modules per container 728Jpieces'y, K N g _ . ; o% Addru 0 No 90% `-� � i."-1v efrot"rrinaSolors 'nearwo , . , a`o --,"...4444, "---1 ,--.45e7.-e%1-4114'4,4,- s rranf)r CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT paMP4rye _ - ar d ;>_� s S 02015 Trina Solar Limited All rights reserved Specifications included m this datasheet are subject to v$ C'180%tom ,, -vim change without nonce s®lar, _ _ . y,h._ ,- solarp :®i Smart Energy Together rears 5 10 s 20 25 Smart Energy Together Ae o° OMPP " ^ " ,- ._ - -_ --...2.-. Tan i astdard�. du o-Mstrystandrda _, ,,,,- -.. ._ _._._