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HomeMy WebLinkAbout39103-Z Town of Southold Annex 9/16/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 .zt,. CERTIFICATE OF OCCUPANCY No: 37152 Date: 9/16/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2445 Minnehaha Blvd, Southold, SCTM#: 473889 Sec/Block/Lot: 87.-3-47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/29/2014 pursuant to which Building Permit No. 39103 dated 8/12/2014 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 A SINGLE FAMILY RESIDENCE AS APPLIED FOR The certificate is issued to Ullmann,Dolores Murolo (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39103 08-28-2014 PLUMBERS CERTIFICATION DATED Authorized Signature xi TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39103 Date: 8/12/2014 Permission is hereby granted to: Ullmann, Dolores Murolo PO BOX 43 Southold, NY 11971 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 2445 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-47 Pursuant to application dated 7/29/2014 and approved by the Building Inspector. To expire on 2/11/2016. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 a� Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building 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 ofelectrical 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 Appro val-of completed site plan requirements. 8. For existing buildings(prior`io Aprii 9, 1957ynon-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 $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a'�j'�- � 1M, tV p Keo lr House No. Street Hamlet Owner or Owners of Property: ' • `Utr'b 0 VVvic V, Suffolk County Tax Map No I000,'Section ' ' Block Lot ` Subdivision :Filed Map. Lot: Permit No. Date of Permit. Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board-Approval: . Request for: Temporary Certificate- Final Certificate: (check one) Fee Submitted:$ plicant Signature SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 �Q roger.riche rt(ab-town.southold.ny.us Southold,NY 11971-0959 ���yCOUNTY,Nc�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ullmann Address: 2445 Minnehaha Blvd City: Southold St: NY Zip: 11971 Building Permit#: 39103 Section: 87 Block: 3 Lot: 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 9.75KW roof mounted PHOTOVOLTAIC SYSTEM to include, 39 Canadian Solar CS6P-250PX panels,2-Solaredge SE3800A inverters Notes: Inspector Signature: Date: Aug 28 2014 81-Cert Electrical Compliance Form.xls i pF SOdl��� col \0 (� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE ` INSPECTOR #F, SolarCity. September 4, 2014 SolarCity- Long Island RE: Structural Engineering Approval Letter Project: Ullman, D. Murolo 2345 Minnehaha Blvd. Southold, NY 11971 Project#: 119177 Permit#: 39103 To Whom It May Concern, On the above referenced project, SolarCity reviewed the installation that was specified in the plan. The purpose of the review was to verify the installation and their conformance with the specifications and that any modifications were acceptable. After review it is our opinion that the PV panels were installed in general conformance with the plans and specifications for this project, and the installation complies with the provisions of NYS 2010 Residential Code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact the office. Sincerely, Digitally signed by Abe De Vera is Date:2014.09.04 16:38:21 -07'00' Abe De Vera, P.E. Civil Engineer 3055 Clearview Way San Mateo. CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 SOLARCITY.COM Li 1e.a E aa_ Tr FIELD IINSPE .ON DATZ CON&IENTS IFOUNDA17ON(1ST) Q .....rrrrrrwr7....wr..�•.«.rwr FOUNDATION(2ND) . z ROUGH FR iQ& PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE S� ' Y FINALAN , �+ r� � O • m • o z e SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST _DING 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 a Survey South oldTown.NorthFork.net PERMIT NO. `�� r✓ Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application Examined 20 (r E W E Flood Permit , h �J Single& Separate Storm-Water Assessment Form JUL Z g 2014 Contact: Approved_ 2-20) Mail to: Disapproved a/c BLDG DEPT. TOG^JN 0�SC�Ci HOLD Phone: Expiration )-20 /� Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION iS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name, if a corporate ) Sot V L Mailing ld, if plicant) It !( t) State whether applicant is owner, lessee, agent, architect, engineer, genglr tr c r, elcriy�ia ,C ler or builder U �YQ _� FEE: 4 BY NOTIFY BUILDING DEPARTMENT AT AM TO 4 PM FOR THE Name of owner of premises (As on the tax roll Qr LIN-TWO REQUIRED If applicant is a corporation, signature of duly authorized officer FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, (Name and title of corporate officer) STRAPPING, ELECTRICAL&CAULKING Builders License No. Sao 3. INSULATION --- 4. FINAL-CONSTRUCTION &ELECTRICAL Plumbers License No. t j jYC MUST BE COMPLETE FOR C.O. Electricians License No. ALL CONSTRUCTION SHALL MEET THE Other Trade's License No. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 1. Location of land on which proposed work will be done: DESIGN OR CONSTRUCTION ERRORS. LAD , SVS l House Number Street Hamlet County Tax Map No. 1000 Section I Block Lot Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work kbaEmaA AeS (Description 4. Estimated Cost (��b, (w Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Numberf.cwe ing, its on each floor f If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �A ,Vj. 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 Xk. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 0-9. Size of lot: Front Rear Depth ,A0. 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 NOS — 13. Will lot be re-graded? YES NO '-/, excess fill be removed from premises? YES NOI g151LO �q 14. Names of Owner of premisesMLrnly b I Jvv%,,kv\ Address t_{� NyAv►Chkhq Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If 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 4'being duly sworn, deposes and says that(s)he is the applicant �(Natrie o individual signing contract)above named, (S)He is the J �Gteil� (Contractor, AgeA, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of hik&hedge and belief; and that the work will be performed in the manner set forth in the application filed therewith.4p �0 "& Og 1b Sw n t4efore me this eIaN P�GStPO16% CP�,ye ti ¢�day of �W>r� 20 �� ° QOy Q Je Ay 01 Notary�Publi 4 ���+'� Signature of Applicant �.V G� Scott A. Russell ,��°SUFFQk ST(O R IM[WA\T)ER, SUPERVISOR IM[A\lam A\ G JEIM[)ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ffj�O Town of So u tho l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING- Yes NO (CHECK ALL THAT APPLY) jj�A. Clearing, grubbing, grading or.qtr.ipping of land which affects more than 5,000 square feet of ground surface. ❑a B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. [4C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑PLE. Site preparation within the .one-hundred-y'ear floodplain as depicted on FIRM Map of any watercourse. ❑ . Installation of new -or resurfaced impervious surfaces of 1,000 square . feet or more, unless prior approval of a Stormwater Management , } Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. i 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 Cbeck List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Otter) $•C.T.M. #: 1000 Date District NAME S liq Actio 4 " FOR BUILDING DEPARTMENT USE ONLY Contact Infornwtiort tp 1 r7 � � —W T—Rckph eN—W) Reviewed By: 4 � J - - - - - - - - - - - - - - - - - - Date: Property Address /Location of Construction Work: 9- - — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. F] Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 i Town Hall Annex Telephone(631)7651802 54375 Main Road Box 1179 rogenrichertownsu o J5 .ny us Southold,NX 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: SD\ Name: License No.: Address: Phone No.: b k . JOBSITE INFORMATION: (*Indicates required information) *Name: _L__7rn 1 h *Address: *Cross Street: *Phone No.: _ q Permit No.: '703 Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) )'� ,Z Do (Please Circle All That Apply) Is job ready for inspection: ' YES/ O Rough In Final *Do-you need a Temp Certificate: / NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form g(.L' C TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT, '' yrS (6 0. U Mao L's,C FORMER OWNER N EACREAGE � � S4W TYPE OF BUILDING µ R SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 1 o U % 10 -2.- "°" y + ton L 3 r7 C; f 0 c ot GE 5 2 �/ BU I G CONDITIQ d lJ3 NEW NORMAL BELOW ABOVE WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD //,3Ze- Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 '2 -- j C`e r ' Woodland Swampland Brushland � House Plot Tota _I j 87.-3-47 11/04j Both B Foundation o M. Bldg. �ti.,�_ `�i � i �. Extension Basement ,a 1 Floors r h Fini i t I Walls Ext. Was neror s Extension � � � ;�. - _ ire Place Heat Ext nsio 20 x 'Z«O = '�iTt " +t 1 '� I Ila Porch Roof Type Porch Rooms 1 st Floor t� Breezeway } Patio Rooms 2nd Floor Garage Driveway Dormer 0. B. 64q .. , *pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 e-1- Southold, Southold,NY 11971-0959 COUr ,� September 4, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City 923 Motor Pkwy, Suite C Hauppauge NY 11788 Re: Ullman,2345 Minnehaha Blvd,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "NOTE: Need Engineer's Certification stating the Solar Panels were installed 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 411184) 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 — 39103 — Solar Panels i I SUFFOLK COutJTy DEPT or/LABOR. '+ u . , --FAIRS F.I t•4 i RICIAN JASCN KAMP 7 lis cert)fee that the V-4-AR city raRp bearer I®duly 110enead by the ►�II�I County V Suffolk 11331-ME Pi'1gh111.I �f:1f11Mi1 ` Llli�_ti.iN WS=03/01/'Ot5 ._.. SUFFOLK COUNTY D1!Pr OP LA80R, LtCt RME CONTRACTOR SHAUN E CHAPMAN 11" mot tttic SOLAR CIYy coRPa'M TION IIWW IS duly I Nctrow by the ff _ Crnudy of Suffolk j .52057-H �DP'�tlS'r1.i ` 1 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (650)963-5161 SolarCity Corporation 3055 Clearview Way lc.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Liberty Insurance Corporation 3b.Policy Number of entity listed in box"la" Town of Southold WA7-66D-M265-023 54375 Route 25 Southold,NY 11971 3c. Policy effective period 9/1/2013 to_9/1/2014 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partnerstotacers indaded) X all excluded or certain partnerstofficers excluded. 7771 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 notes the above certif tate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c".whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by. Theresa Fagan CA 1 iccnse K 12887 (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 9/10/2013 (Signature) ZT5 (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 l A DATE(MWDDNYYY) A�v CERTIFICATE OF LIABILITY INSURANCE 09/09/2013 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(les)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 0726293 1-415-546-9300 CONTACT NAME: Brendan Quinlan Arthur J. Gallagher & Co. PHONE FAX Insurance Brokers of California, Inc., License #0726293 . 415-536-4020 AIC No: 1255 Battery Street #450 E-MAIL DRESS: brendan quinlanoajg.com San Francisco, CA 94111 INSURERS AFFORDING COVERAGE NAIC S INSURER A: LIBERTY NOT FIRE INS CO 23035 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation INSURERC: 3055 Clearview Way INSURER D: San Mateo , CA 94402 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 35643658 REVISION NUMBER: 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. INR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DD ELICY FF POLICY DEXP LIMITS A GENERAL LIABILITY TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $1,000,000 X_ DAMAGE ToRENTED COMMERCIAL GENERAL LIABILITY PREMISES E.occurrence $ 100,000 CLAIMS-MADE III OCCUR MED EXP(Any one person) $ 10,000 X Deductible: $25,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 X POLICY F PRO- LOC $ A AUTOMOBILE LIABILITY AS2661066285043 09 01 1 09 O1 14 COMBINED SINGLE LIMIT 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY erOPERT nt N DAMAGE $ DAMAGE AUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION TATU $ B WORKERS COMPENSATION WA766DO66265023 (Dad) 09/01/1 09/01/14 X WCSLIMIT OR AND EMPLOYERS'LIABILITY B ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N/A WC7661066265033 (WI Retro) 09/01/1 09/01/14 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N (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(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Proof of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 fj a USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD djsan 35643658 r 1 AGENCY CUSTOMER ID: LOC#: AOCCOREP® ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED Arthur J. Gallagher & Co. Insurance Brokers of California, Inc., License #0726293 SolarCity Corporation POLICY NUMBER 3055 Clearview Way CARRIER NAIC CODE San Mateo , CA 94402 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: WC Policy # WA766DO66265023 (Ded) includes Deductible: $150,000. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Version#37.4 o1afGt WY y 3055 Clearvnew Way, San Mateo, CA 94402 (888)-SOL-CITY (765-2489) 1 www solarcity com July 7,2014 Project/Job# 119177 RE: CERTIFICATION LETTER Project: Ullman Residence S 2345 Minnehaha Blvd Digitally signed by Abe De Vera Southold,NY 11971 Date:2014.07.07 17:05:01 -07'00' 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 -MPI: Roof DL= 7.5 psf,Roof LL/SL= 18 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) -MP2: Roof DL= 7.5 psf,Roof LL/SL= 18 psf(Non-PV Areas),Roof LL/SL= 14 psf(PV Areas) -MP3: Roof DL=7.5 psf,Roof LL/SL= 18 psf(Non-PV Areas), Roof LL/SL= 14 psf(PV Areas) -MP4: Roof DL=7.5 psf,Roof LL/SL= 18 psf(Non-PV Areas),Roof LL/SL= 14 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 structural roof framing has been reviewed for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. Sincerely, Abe De Vera,P.E. Civil Engineer Main: 888.765.2489,x7526 email: adevera@solarcity.com 3055 Clearvie u Wav San Mateo, CA 04402 T(1650)538-1028 1888)SOL-CITY F(850)638-1029 soiarcity,com 07.07.2014 SolarCity SleekMountTM PV System Version#37.4 Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name:I Ullman Residence AHJ: Southold Town Job Number:' 119177 Building Code: 2010 Residential Code of NY State Customer Name: Ullman, D. Murolo Based On: IRC 2006/ IBC 2006 Address: 2345 Minnehaha Blvd ASCE Code: ASCE 7-05 City/State: Southold, NY Risk Category: II Zip Code 11971 Upgrades Req'd? No Latitude/ Longitude: 41.036392 -72.427401 Stamp Req'd? Yes SC Office: Long Island PV Designer: Orson Homer Calculations: Grady Kou al EOR: Abe De Vera P.E. 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 11 2-MILE VICINITY MAP oeA Corey Cfu� POP— rvloyle Cove Hog �a�e�Wlgoogle Imagery �_D2014 DigitalGlobe, New York_GIS,__USDA Farm Service Agency F 2345 Minnehaha Blvd, Southold, NY 11971 Latitude: 41.036392, Longitude: -72.427401, Exposure Category: C LOAD ITEMIZATION - ALL MPS PV Module Weight(psf) 2.5 psf Weight 0.5 por PV System We ht 3.0 psf Roof Category Description ALL MPS Roofing Type Comp Roof (1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Undertayment Roofing Paper 0.5 psf Plywood Sheathing No Board Sheathing Solid-Sheathing 23 psf Rafter Size and Spacing 2 x 6 @ 24 in. O.C. 1.1 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 sf Total Roof Dead Load 7.5 ALL MPS 7.5 ll! r > . Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At <200 sf Roof Slope 5/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.95 Section 4.9 iReduoeO Roof Live Load Lr L,= R ( ation 4-2 Reduced Roof Live Load Lr 19 ALL MPS 19.0 PSF Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 230 Horiz.Distance from Eve to Ridge W 4.3 ft Snow Importance Factor IS 1.0 Table 1.5-2 Exposed Snow Exposure Factor Ce Partially1,0 Table 7-2 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w/ 14.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load pf pr=0.7(Ce)(Ct)(I)pg; pf> pf-min Eq: 7.3-1 14.0 psf 70% r: Lead~ *KhC1 Roof Surface Condition of Surrounding CS roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-rod= (C_nw)pr ASCE Eq:7.4-1 ,SurroundingRoof p`'"Or 14.0 psf 70 Surface Condition of PV Modules CS_P, Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV ps_ =(q )Pr ASCE Eq:7.4-1 Modules p`°° 14.0 Psf 70 COMPANY PROJECT WoodWorks® fOF"YARF FOR O'OOO OFUGV July 7, 2014 17:41 MP1&MP4.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (24.0)* psf SL Snow Full Area Yes 14.00 (24.0)* psf PVDL Dead Full Area No 3.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 2'-2" 13'-9.8" Unfactored: Dead 191 133 Snow 228 161 Factored: Total 420 295 Bearing: F'theta 495 495 Capacity Joist 650 371 Supports 586 586 Anal/Des Joist 0.65 0.79 Support 0.72 0.50 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.36** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 "Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. MP1&MP4 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 15'-8.3"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); FII WOOdWOrks@ Sizer SOFTWARE FOR WOOD DESIGN MP1&MP4.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 47 Fv' = 155 fv/Fv' = 0.30 Bending(+) fb = 1316 Fb' = 1504 fb/Fb' = 0.87 Bending(-) fb = 192 Fb' = 954 fb/Fb' = 0.20 Live Defl'n 0.48 = L/327 0.65 = L/240 0.73 Total Defl'n 0.86 = L/181 0.87 = L/180 0.99 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.634 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 277, V design = 258 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 829 lbs-ft Bending(-) : LC #2 = D+S, M = 121 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT WoodWorks® July 7, 2014 17:41 MP2&MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (24.0)* psf SL Snow Full Area Yes 14.00 (24.0) * psf PVDL Dead Full Area No 1 3.00 (24.0)* sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 2'-2" 11'-10.8" Unfactored: Dead 170 110 Snow 202 134 Factored: Total 372 244 Bearing: F'theta 495 495 Capacity Joist 650 371 Supports 586 586 Anal/Des Joist 0.57 0.66 Support 0.63 0.42 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.32** 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. MP2&MP3 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0"c/c; Total length: 13'-6.6"; Pitch:6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2&MP3.wwb Woodworks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 39 Fv' = 155 fv/Fv' = 0.25 Bending(+) fb = 898 Fb' = 1504 fb/Fb' = 0.60 Bending(-) fb = 192 Fb' = 1084 fb/Fb' = 0.18 Live Defl'n 0.23 = L/572 0.54 = L/240 0.42 Total Defl'n 1 0.41 = L/320 1 0.73 = L/180 0.56 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 1.00 1.00 0.721 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 235, V design = 215 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 566 lbs-ft Bending(-) : LC #2 = D+S, M = 121 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS- ALL MPS Roofing Material Comp Roof PV System Type SolarCity SleekMounV" Spanning Vents No 5#andoff Attachment Hardware Roof Slope 230 Rafter Spacing24"O.C. Framing Type/Direction Y-Y Rafters 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/Hip Roof Fig.6-11B/C/D-14A/B IMean Roof HeW f h I 25 it I2 Wind Pressure Exposure KZ 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 1 10 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coeff1clent Down 0.45 Fig,6.1 0-14A/B Design Wind Pressure P p = G Equation 6-22 Wind Pressure U -26.0 psf Wind Pressure Down 13.4 psf ALLOWABLE STANDOFF SPACINGS Max Allowable Standoff Spacing Landscape 48" 39" Max Albwabie Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max StarxW Tributary Area Trib 13 sf PV Assembly Dead Load W-PV 3 psf Net Wind uplift at Standoff' T actual -313 IbS Uplift Capacity of Standoff T-allow 500 lbs StSrKkiff DernaricKapa0ty DCR 62.6% X` Max Allowable Standoff Spacing Portrait 24" 64" Max Allowable Cantilever Portrait 15" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 11 sf PV Assembly Dead Load W-PV 3 psf Net Wind;Uplift at Standoff T-actual -261 lbs Uplift Capacity of Standoff T-allow 500 lbs Sta Demand/Capacity DCR 52.2% F ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TEST1NG GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER W WAS GE AT OPEN CIRCUIT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM 1. THIS SYSTEM IS GRID—INTERTIED VIA A Cutsheets Attached UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE • ' GROUNDED. 4. ALL WORK SHALL COMPLY WITH THE 2010 , N MODULE GROUNDING METHOD: ZEP SOLAR R.C.N.Y.S. •" 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Southold Town THE 2008 NATIONAL ELECTRIC CODE. REV A NAME DATE COMMENTS UTILITY: Long Island Power Authority (LIPA) 10 • CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER JB-1 19177 00 PREMISE OE' D 11 : DESRk CONTAINED SHALL NOT BE USED FOR THE ULLMAN D. MUROLO ULLMAN RESIDENCE Orson Homer ? �OIarC'} y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNIM SYSTEM; ; 1. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2345 MINNEHAHA BLVD 9.75 KW PV ARRAY i11 PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION VATH uoouEs SOUTHOLD NY 11971 THE SALE AND USE OF THE RESPECTIVE (39) CANADIAN SOLAR # CS6P-250PX 3055 Clea view tray SOLARCITY EQUIPMENT, WITHOUT THE WRmI?I ""�'�` PAGE NAME; SHEET REV; DATE Son Mateo,CA 94402 PERMISSION OF SOLARCITY INC. 6317659357 T;(ss0)638-1028 F.(650)638-1029 ISOLAREDGE SE380OA—US—ZB—U COVER SHEET PV 1 7/2/2014 (888)—SOL-CITY(765-2489)www.eaknkycorn PITCH: 26 ARRAY PITCH:26 MPI AZIMUTH:69 ARRAY AZIMUTH:69 MATERIAL:Comp Shingle STORY: 1 Story Inv Inv OPITCH: 26 ARRAY PITCH:26 MP2 AZIMUTH:69 ARRAY AZIMUTH:69 yy y MATERIAL:Comp Shingle STORY. 1 Story D ,'; �'� - PITCH: 26 ARRAY PITCH:26 L _J MP3 AZIMUTH:159 ARRAY AZIMUTH: 159 * MATERIAL:Comp Shingle STORY: 1 Story PITCH: 26 ARRAY PITCH:26 MP4 AZIMUTH:249 ARRAY AZIMUTH:249 MATERIAL:Comp Shingle STORY: 1 Story Digitally signed by Abe De Vera Date:2014.07.07 17:03:01 -07'00' STAMPED AND SIGNED LEGEND FOR STRUCTURAL ONLY Q (E) UTILITY METER & WARNING LABEL a q W9Front Of House Inv INVERTER W/ INTEGRATED DC DISCO ,12 & WARNING LABELS g DC DISCONNECT & WARNING LABELS D AC AC DISCONNECT & WARNING LABELS ® DC JUNCTION/COMBINER BOX & LABELS a 1/90° DISTRIBUTION PANEL & LABELS B Lc LOAD CENTER & WARNING LABELS " MP3 O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE C Q HEAT PRODUCING VENTS ARE RED r,_-1 It 'I INTERIOR EQUIPMENT IS DASHED L_'J SITE PLAN Scale: 3/32" = 1' W 01' 10' 21' f S CONFIDENTIAL- THE INFORMATION HEREIN JOB NUYBER: JB-1 1917 7 00 P"SE OVINER: DESCRIPTION: DESIGII: CONTAINED SHALL NOT BEE USED FOR THE ULLMAN, D. MUROLO ULLMAN RESIDENCE Orson Homer �i,,SO�a�Cit�/. N�41TOF ALL ITYONEBE DISCLOSED I�pOIE INC., 110o sYslot 2345 MINNEHAHA BLVD 9.75 KW PV ARRAY '°"r Com Mount Type C PART To OTHETM,E E T IN THE RECCONNECTION TS 01 MODUT.: SOUTH OLD N Y 11971 3055 a ORGANIZATION,EXCEPT IN CONNECTION YM1H � THE SALE AND USE OF THE RESPECTIVE (39) CANADIAN SOLAR # CS6P-250PX SOLARCITY EQUIPMENT, WTHOUT THE WRITIEN NVERTER: PAGE NAME SHEET: REV: DATE 'T.(650)638-1028CA (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE380OA—US—ZB—U 6317659357 SITE PLAN PV 2 7/2/2014 (666)-SOL-aTY(765-240)www.,iardNYcor, S1 S1 41 5 (E) LBW r Digitally signed by Abe De Vera (E) LBW SIDE VIEW OF MP3 NTS Date:2014.07.0717:03:34 SIDE VIEW OF MP2 NTS C -07'00' B MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" 24" STAGGERED LANDSCAPE 48" 24" 24" STAGGERED PORTRAIT 48" 17" 24" PORTRAIT 48" 17" 24" RAFTER 2x6 @ 24" OC ROOF AZI 159 PITCH 26 STORIES: 1 RAFTER 2x6 @ 24" OC ROOF AZI 69 PITCH 26 STORIES: 1 ARRAY AZI 159 PITCH 26 ARRAY AZI 69 PITCH 26 C.J. 2x6 @16" OC Comp Shingle C.J. 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 S 1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH ZEP COMP MOUNT CPOLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. 4„ —2" (E) COMP. SHINGLE (4) PLACE MOUNT. (E) LBW (1) (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH SIDE VIEW O F M P 1 NTS 5/16» DIA LAG BOLT (5) SEALING WASHER. A WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES �INSTALLELING FOOT WITH (2-1/2" EMBED, MIN) (6) WASHERS. MP1 I X-SPACINGFX-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" 24" STAGGERED (E) RAFTER PORTRAIT 1 48" " 17" 24 STANDOFF S i1 ROOF AZI 69 PITCH 26 RAFTER 2x6 @ 24" OC STORIES: 1 ARRAY AZI 69 PITCH 26 Scale: 1 1/2" = 1' C.J. 2x4 @24" OC Comp Shingle CONT7DENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-1 19177 00 PREMISE D""ER DESCRIPTION. DEM CONTAINED SHALL NOT BE USED FOR THE ULLMAN, D. MUROLO ULLMAN RESIDENCE Orson Homer F O�C3fC�t�/NNOOR SSHTALL IT BE DI�OSED IN OLEE OR iN Y00NM 2345 MINNEHAHA BLVD PART TO OTHERS OUTSIDE THE RECIPIENTS Com Mount T e C 9.75 KW PV ARRAY ORGANIZATION,EXCEPT IN CONNECTION TWTH MORurk SOUTHOLD, NY 11971 THE SALE AND USE OF THE RESPECTIVE (39) CANADIAN SOLAR # CS6P-250PX 30W Clow*w Way SOLARCITY EQUIPMENT, VATHOUT THE WRITTEN 6317659357 PAGE NAME: SHEET REV. DATE San Mateo,CA 94402 PERMISSION OF SouRaTY INC. S1N OLAREDGE SE380OA—US—ZB—U STRUCTURAL VIEWS PV 3 7/2/2014 �eBBj�oi-aAn,7s�s-240)w w,�'ordcyco„ S1 4" —2'!- 11'—8" (E) LBW D SIDE VIEW OF MP4 NTS MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 48" 24" 24" STAGGERED PORTRAIT 48" 17" 24" RAFTER 2x6 @ 24" OC ROOF AZI 249 PrTCH 26 ARRAY AZI 249 PITCH 26 STORIES: 1 C.J. 2x4 @24" OC Comp Shingle wY Digitally signed by Abe De Vera Date:2014.07.07 17:03:58 -07'00' NUMBER:coJB-1 19177 00 PM ISE D®NM DESCRIPTION: D-12" NFIDENna- THE Ir�aRManoN HEREIN MULLMAN, D. MUROLO _ CONTAINED SHALL NOT BE USED FOR THE ULLMAN RESIDENCE Orson Homer tel, NORBENERTSH OF ANYONE EXCEPT SgAHOLE INC., MOUNTING SYSTEM: A SolareCity.NOR SHALL IT BE UTSIDEET IN WHOLE OR IN Com Mount T e C 2345 MINNEHAHA BLVD 9.75 KW PV ARRAY i PART IZ OTHETION, E EPT IN THE RECIPIECONNECTION Momm- SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (39) CANADIAN SOLAR # CS6P-250PX 305 awrwew Way SOLARCITY EQUIPMENT,PERMISSION OF SOURCITY INC. THE WRITTEN PAGE NAME SHEET: REV' DATE T(650)638-1�Son ,G�sae--1029 SOLAREDGE SE380OA—US—ZB—U 6317659357 STRUCTURAL VIEWS PV 4 7/2/2014 (=)-Sa-CITY(765-2,89)www.aI„dtyc«„ UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFlDENTIAL— THE INFORMATION HEREIN FIN: JB-1 1917 7 00 � ��►:� CONTAINED O SHALL NOT E USED FOR THE ULLMAN, D. MUROLO ULLMAN RESIDENCE Orson Homer irSOla�•���y 4402 BENEFlT OF ANYONE EXCEPT SOLARCITY INC., : NOR SHALL IT BE DISCLOSED IN MOLE OR INnt Type C 2345 MINNEHAHA BLVD 9.75 KW PV ARRAY '"� PART TO OTHERS OUTSIDE THE RECIPIENTS SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 pcQr Way THE SALE AND USE OF THE RESPECTIVE DIAN SOLAR # CS6P-250PX PAGE NAPE SHEET REV oA>E San 5 Mateo.CA sway SOLARCITY EOUPMENT,WITHOUT THE WRITTEN 6317659357 L(650)836-1028 F:(650)638-1029 PERMISSION SIF SOLARCITY INC. E SE380OA—US—ZB—U UPLIFT CALCULATIONS PV 5 7/2/2014 (6B8)-SOL-CITY(765-2489).ww. ny.corn GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1 -(i)SOLAR SE380OA-US-ZB-u A -(39)CANADIAN SOLAR # CS6P-250PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:99323940 Inv 2: DC Ungrounded Inverter, 38�Dw, 24OV,97.5x; wNn Iwo and zB,AFa PV Module; 250 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Underground Service Entrance INV 2-(1)SOLAREDCE SE3800A-US-ZB-U L� B Inverter 38( 240v, 97.5% w/UnifedliIwo and ZB,AFCI Voc: 37,2 Vpmax: 30.1 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING 00A/21? 7 SOLAREDGE SE380OA-US-ZB-U (E) LOADS Zaov SolarCity L1 N 4 A 1 20A/2P ---------------------------------------------- -EGG --- DC+ OC+ A r--_ GEC N DC- 'ng(s)Of 18 On MP3,MP2,MP 13 1B GND -- EC-'C--------------------------- - -'----- - EGC -------------- ----� I N I I Inverter 2 EG5 EC 8 SOLAREDGE A 6 2 DC- SE380OA-US-ZB-U Im I 1 'ng(s)Of 8 On MP3,MP2,MD Z 20A/2PEGC AL, 2�� --------- - ------- - --------------------� 8 I DC+ TO 120/240V N I I N Do- I 5 3 SINGLE PHASE --------------------------- -EGG --- DC+ DDC + unuTY SERVICE I ---------------------- GEC --_- ng(s)Of 13 On MP3,MP2,MP I GND -- EC-'C--- --------- ------------ - -F----- _ EGC ---� I I I (1)Conduit Kit; 3/4'EMT I I EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO _ PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO /6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP oI (I)SIEMENS/0 PV BA(]GFEED BREAKER /fj C A Breaker 20�2P, 2 Spaces /� (1)Scarcity#4 STRING JD, GROUNDED BOX D� 2x2 S GS,UNFUSED, GROUNDED -(,)SIEMENS/QQ PV BACITEED BREAKER ` OLARE G timizer, 34 W,H4,DC to DC, ZEP Brooker, 26�2P, 2 Spaces P V (�9)SOLAREDGE JP300-2NA4AZS -(,)Ground Rod; 5/8'x 8', Copper �P i 1 AWG#10, THWM-2, Black (I)AWG/10, THWM-2, Block Voc* =500 VDC Isc =15 ADC 2 AWG 110, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (,)AWG 010, THWM-2,Red ®�(1)AWG#10, THYMI-2,Red Vmp =350 VDC Imp=12.69 ADC O (1)AWG#6, Solid Bore Copper EGC Vmp =350 VDC Imp=12.69 ADC -(, (I)AWG#,0, THNM-2, White NEUTRAL Vmp =240 VAC Imp 15.8 .....III.... (, AYYG/10, THIN-2 Green., EGC. ...-(9C.T qit.Kit; 3/4'.EMT ... ........ . . ... .. (1 AWG/8,.TH.NN-2,.Green .. EGC/GEC-(1)Conduit.Kit.3/4'.EMT. . . . . . _ . .. (1 AWG#10, THYM-2, Black Voc =500 VDC Isc =15 ADC (2)AWG/10,PV WIRE,Black Voc =500 VDC Isc =15 ADC (1)AWG#10, THYMI-2, Black O®� J[(,)AWG#,0, THWN-2, Red Vmp =350 VDC Imp=9.16 ADC O (1)AWG J6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.64 ADC(,)AWG#10,THWM-2,Red 0 0P/1,0, THIN72,.Gran. . EGC. .... . (,)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83AAC (1 AWG#10, THWM-2, Black Voc* =500 VDC Isc ='i ADC .. (2)AWG/10,PV WIRE,Black Voc* =500 VDC Isc =15 ADC .._..-(, AN A.1H.WN72,.Green .T99/9P.7 0 P09441k Kit;.3/47.EMT.. . . .. . ... ©If(1)AWG#10, THWN-$ Red Vmp =350 VDC Imp=5.64 ADC O�(1)AWG/6, Solid Bare Copper EGC Vmp =350 VDC Imp=9.16 ADC . . ... .. . 0)AWG/10, THIN-?..(;reen. , EGC CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER PREMISE OYMER: DE�TO' ' JB-119177 00 �., CONTAINED SHALL NOT BE USED FOR THE ULLMAN D. MUROLO BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ULLMAN RESIDENCE Orson Homer �. SolarCity.NOR SHALL IT BE DISCLOSED IN WHGXE OR IN Com Mount T e C 2345 MINNEHAHA BLVD 9.75 KW PV ARRAY '�i� PART IZ OTHERS CEOUTSIDE THE RECIPIENTS MODULE. S O U TH O LD NY 11971 3oss � ORGANIZATION,F7(fEPT IN CONNECTION WITH � THE SALE AND USE OF THE RESPECTIVE (39) CANADIAN SOLAR # CS6P-250PX SGX.ARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE San Mateo,CA 94402 PERMISSION OF saARaTY INC. INVERM: 6317659357 T..(&50) P(00)F:(050)638-1029 SOLAREDGE SE380OA-US-ZB-U THREE LINE DIAGRAM PV 6 7/2/20)4 (666)-SOL-a6TY(765-2489)www.eakncty.wn SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTm modules aesthetics while minimizingroof disruption and P � Drill Pilot Hole of Proper Diameter for labor.The elimination of visible rail ends and •Interlock and grounding devices in system UL listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition `~ Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 P� 9 to a more visually appealing system.SleekMount as`Grounding and Bonding System" Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Zep Solar standoffs,effectively eliminating the Place Comp Mount centered need for rail and reducing the number of •Painted galvanized waterproof flashing * upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance ` Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this system,allowing for minimal roof disturbance. •Applicable for vent spanning functions with sealing washer. Secure Leveling Foot to the Comp Mount using machine Screw Place module !1 Components 5/16"Machine Screw Leveling Foot u Lag Screw e Comp Mount Comp Mount Flashing o' o® 0 p"�P,A^P SolarC.ty® January2013 WN 5� LISTED SolarCity. ® January 2013 0 9 \�� CS6P-235/240/245/250/255PX `�,1Et�over" w- _r CanadianSolar Black-framed Electrical Data Temperature Characteristics STC CS6P-235P CS6P-240P CS6P-245P CSBP-250P C36P-255P p Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Pmax -0.43%PC NewEdge Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -0.34%/'C Open Circuit Voltage(Voc) 36.9V 37.0V 37.1V 37.2V 37AV Isc 0.065%rC • - , e Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2'C • Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% Operating Temperature -40•C-+85'C Performance at Low Irradiance Maximum System Voltage 100oV IEC l600V UL Industry leading performance at low irradiation Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an Application Classification Class irradiance of 1000w/m'to 200w/m' Next Generation Solar Module Power Tolerance 0-+sW (AM 1.5,25 C) Under Standard Test Conditions(STC)of irradiance of 1000W/m',spectrum AM 1.5 and call temperature of 25C NewEdge,the next generation module designed for multiple Engineering Drawings NOCT CS6P-235P CS6P-240P C36P-245P C36P-250PX CSBP-255PX types of mounting systems,offers customers the added Nominal Maximum Power(Pmax) 170w 174W 178W 181W 185W value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V 27.3V 27.4V 27.5V 27.5V j appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34.1V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A incorporating the groundbreaking Zep compatible frame. Under Normal operating Call Temperature,Irradiance of 800 W/m',spectrum AM 1.5,ambient temperature 201C, The specially designed frame allows for rail-free fast wind speed 1 Iia installation with the industry's most reliable grounding Mechanical Data system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 or 3 Busbars Key Features silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x 10) with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.Skg(45.2 lbs) reduces installation time quality aesthetic module with lowest system cost. Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy • Lower system costs - can cut rooftop ,1-Box IP65,3 diodes installation costs in half Best Quality Cable 4mm'(IEC)/12AWG(UL),1000mm . 235 quality control points in module production Connectors Aesthetic seamless appearance - low profile • EL screening to eliminate product defects MC4 or MC4 Comparable • Standard Packaging(Modules per Pallet) 24pes with auto leveling and alignment • Current binning to improve system performance Module Pieces per container(40 ft.Container) 672pcs(40'HO) e • Accredited Salt mist resistant • Built-in hyper-bonded grounding system - if it's mounted,it's rounded I-V Curves(CS6P-255PX) g Best Warranty Insurance • Theft resistant hardware • 25 years worldwide coverage • 100%warranty term coverage Section A-A • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 5 p and grounding system • Non-cancellable • Industry first comprehensive warranty insurance by • Immediate coverage AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies j n-ov.7 world Comprehensive Certificates - - • Industry leading plus only power tolerance:0-+5W - - • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, t5 4 • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS ground mounting systems • IS09001:2008:Quality Management System . ISOITS16949:2009:The automotive quality Speccations included in this datasheet are subject to change without prior notice. • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year Insurance coverage • IS014001:2004:Standards for Environmental About Canadian Solar management system Canadian Solar Inc. is one of the world's largest solar Canadian Solar was founded in Canada in 2001 and was 1sit Added y • QC080000 HSPM:The Certification for companies. As a leading vertically-Integrated successfully listed on NASDAQ Exchange (symbol: CSIQ) in a1y°Frog Hazardous Substances Regulations manufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing � warranty solar systems, Canadian Solar delivers solar power capacity of 2.0543W and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide wx _ occupational health and safety customers. Canadian Solar's world class team of ox s 10 is so 2s REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. •10 year product warranty on materials and workmanship zo/�'9' �s�E �t- SGS,, ""•;g,oER •25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Copyright 0 2012 Cenatlian Solar Inc. 4 � =ve SolarEd a Power 0 timizer solar - • • = solar g P Module Add-On for North America P300/ P350/ P400 SolarEdge Power Optimizer ------- --- -- Module Add-On For North America (for P300 7350 74Do 60-cell PV (for 72sell PV � (Tor 96-cell PV P300 / P350 / P400 INPUT _. —----------------------- -------- _.....;--------— ----— _ Rated Input lK Power" 300 350 400 W .... ... ..... ..., ..... ... ­ Absolute.. .... .. ... .. ... Maximum Input Voltage(Voc at lowest temperature) 48 60 80 1 _Vdc MPPTOperating Range ... ... .... ... ....... ...._ 8 48.._.... .860 -... 8 80. Vdc ... Maximum Short Grcuit Current(Isc) _ 10 _ _ Adc ...Max:­ .... ......_... .......... ..._....... ..... .. ........ .......... .... ....... ........ 9 m,' ' a. - • imum DC Input Current 12.5 Adc .•+-` ".` Maximum Efficiency 99.5 % ... .. .... ....... ......... .... -...... .. ..._... .. ..._.. ....... ... .. ..- - Weighted Efficiency. .. 98 8 % y ... .. .... ....... ....._. ......... .... .-....._- ' Overvoltage Category _ __— f -_--II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) _ --'— -- — —. -- -- -- ------------------------------ ---- i Maximum Output Current 15 1 Adc Maximum Output Voltage__ i Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) — Safety Output Voltage per Power Optimizer STANDARD COMPLIA_NC__E_______ _ FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 „... .Safety....._......... :.........._........IEC62109-1(class 11 safety),_UL1741 Yes INSTALLATION SPECIFICATIONS :,.. Maximum Allowed S tem Volta e T 1000 Vdc .... .. Ys.. .. g ...... Dimenslons(W x L x H) 141 x 212 x 40.5/5.55 x 8.34 x 159 mm/in .... .. ...... ... ... .... . . . ..... .. .. .... .. .. . ,„ �+„�. Weight(including cables) 950/2.1 g­ /lb Input Connector MC4/Amphenol/Tyco _ Output Wire Type/Connector Double Insulated Amphenol " +tS Output Wire Length /30 .. _ m/ft 1 /39 .... .. Operating Temperature Range -00 +85/-40 +185 .` ProteLmon Rating .... ...... .._ .__. .. 0-loo ... ._. ..%.... � M ... xma src awaa u.mar.~+time m w m.sx o-+r w..,�,mwea. PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER SINGLE PHASE 208V 480V )V power optimization at the mOduWevel .Minimum String Length(Power Optimizers) 8 1 10 — Maximum String Length(Power Optimizers) 25 25 ! 50 Up to 25%more energy .... .. . ... ....... ... .. ... .. —SUptYIOr eHiciertcy(99.5%) Maximum Powerper String 5250 6000 12750 .W .. .. .... ..... ...... .. •Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading Parallel Strings of oilferent Lengths o. .............nYes —Flexible system design for maximum space utilization -Fast installation with a single bolt -Next generation maintenance with module4evel monitoring —Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us so I a r " • • Single Phase Inverters for North America solar=@9 SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE38OM-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE11400A-US OUTPUT SolarEdge Single Phase Inverters . Nominal AC Power Output 3000 3800 5000 6000 7600 190000@2VV 11400 VA .......................................... ................ ............... ................. ................ ................ .................................... ........... Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America .............. . So�240 ... ................ .150@24s�.. AC Output Voltage Min.-Nom.-Max.' O ✓ SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ 193-208-229 Vac AC Output Voltage Min:Nom:Max.' SE760OA-US/SE1000OA-US/SE1140OA-US .................... ................ ......�.......I.......� ...... ................ ................ .................................... .. AC Frequency Min.Nom.:Max." 59.3 60 60.5(with HI country setting 57 60 60.5) Hz t ........... .i. Max Continuous Output Current 12.5 16 24 208V 25 32 41 @ 208V 47.5 A "� . ., x �.. .,.,�,,.:,. ... .. ........................................ .............. ............... ..21 @. Y.. 240 i................ ................ 42 @ 240V . ........................ ......... ...................................... ............ ..................... ..A..... Utility Monitoring,Islanding Protection,Country Configurable Yes w Thresholds INPUT I,yts Recommended Max.DC Power— 3750 47506250 7500 9500 i 12400 14250 W (STC).................. ..... . .... ................i.... .......... ..................................I ... .. .... ..I..... .. - �� z..R+`a Transformer less,Ungrounded........ ............... ................................. .... ...Yes....................... . ..... ...................... ...... ........... ' Max.In ut Volta a 500 Vdc Nom.DC Input Voltage325 @ 208V/350 @ 240V Vdc ............... .16.5@208V.I.......... ... .i .��33@208V...1....... .... .. . ... ....... Max.Input Current 95 I 13 I. ..15...@.240V.j .... 18 23 30.5@.240V.,,,,.,.34.5 Adc 5 Max;Inpu[Short Circuit Current...... ...............................30................................. 45 ...Adc.... ... ..... .... ...... ... .......... . ... . ......... Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kp Sensitivity .......................................... ............... ............. ................ . . .................... ° Maximum lnverter Efficien 97.7 98.2 I... 98.3 1 98.3 98 98 98 ..............................�Y.......... ................ I. .. ............. ........... ....8....... „ 97.5 @ 208V 97 @ 208V ... .......... ................. CEC Wei hted Efficien 97.5 98 97.5 97.5 97.5 %........... g 98 @ 240V..�.. 5... I .9'7.,5,@,2,40V­1­ 7.5 @ 240V Nighttime Power Consumtion <2.5 <4 W _ q ADDITIONAL FEATURES ^.. " Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 r Optional & STANDARD COMPLIANCE ................... ..... .. UL1741,,UL1699B,UL1998,CSA 22.2. .... . ........... ....... ............... ... .. .. .......... ,�„,�, „: Grid Connection Standards IEEE1547 Emissions FCC part15 class B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG ., ,<a ................................ .................................................. ...... ... ..... ................. .................. ...... .... ... .......... DC input conduit size/#o'fstrings/ AWG ran a 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1-2 strings/14-6 AWG .. .�... .. .. .... ... ... ... .... ......................... ................... .. /.. Dimensions with AC/DC Safety y 30.5212.5x7/ 30.Sx12.5x7.5/ in 30.Sx12.5x10.5/775x315x260 Switch HxWxD) 775 x 315 x 172 775 x 315 x 191 mm Weight with AC/DC Safety Switch..... ...........r51:?./23:?.......... ...........54:?/.24:7........... ........... . ......88.4/40.1. ....... .. ... .....L Ib/.kg... Coohng Natural Convection Fans(user replaceable) .. .. ..... ................. ... ........ ................................. . ......... ........... The best choice for SolarEdge enabled systems Nasse <25 <50 dBA ............'6pe'...................... . .... . ...... . Min.Max.Operating Temperature a Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Range -13 to+140/-25 to+60(CAN version****-40 to+60) •F/'C .................................................................. - Superior efficiency(98%) Protection Rating_. NEMA 3R .....h.regional s. .. .......................................................................................................................... For other regional settings please contact SolarEdge support. Small,lightweight and easy to install on provided bracket Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C For detailed information,refer tohtto//www zdareda ,/q r r n •r rsir nt e d pelf + Built-in module-level monitoring • Ahigher� ntsourremay beused;the irwarter dNlimititsinp.rtmmenttotheyalue.roted. Internet connection Through Ethernet or Wireless ••••CAN F/Ns are eligible for the Ontario FIT and microFfr(mkroFrr ext.SEIIdOOA-US-GN). Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 s msrc • USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us