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HomeMy WebLinkAbout39385-Z ,.SnF, TOWN OF SOUTHOLD BUILDING DEPARTMENT L.6 +y TOWN CLERK'S OFFICE oy SOUTHOLD, NY BUILDING PERMIT NOT- (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39385 Date: 11/25/2014 Permission is hereby granted to: Perez, Victor & Perez, Angelina 2780 Boisseau Ave Southold, NY 11971 To: Installation of roof-mounted solar panels as applied for. At premises located at: 2780 Boisseau Ave, Southold - SCTM # 473889 Sec/Block/Lot# 55.-6-10 Pursuant to application dated 11/13/2014 and approved by the Building Inspector. To expire on 5/26/2016. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 Total: $100.00 ` B ' dint I spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of'electtical 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 $15.00 • 1I1, Date. it`IL{1 l New Construction: - Old or Pm-existing Building: )( (check one) Location of Property: )�® b j rj�0 w a_(e 513,5-0-kb-1b House No. ,'` Street Hamlet Owner or Owners of Property: b e- 1th' f eZ Suffolk County Tax Map No 1000,:Section ' ' Block • Lot • Subdivision • •Piled Map. Lot: • Permit No. Date of Permit. Applicant: 1 ,u az et--t Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate- Final Certificate: (check one) -e Submitted:$ - Applicant Signature SolarOty March 24, 2016 Town of Southold Attn: Building Department Town Hall Annex 54375 Route 25 Southold, NY 11791 NOTICE OF CANCELLATION This letter is to certify our permit to install Solar (PV) at the property listed below has moved into a cancellation status. Victor Perez 2780 Boisseau Ave Southold, NY 11791 Permit #: 39385 SolarCity Corporation and Victor Perez will not be moving forward with the installation of solar panels at the above location. If you have any questions/concerns, please contact myself directly. Sincerely, Pc vitt LosGivcw ro Pam Losquadro, Inspection Coordinator plosquadro@solarcity.com (631) 636-4367 923C Motor Pkwy.,Hauppauge,NY 11788 T (888)SOL-CITY solarcity.com AL 05500,AR M-8937,AZ ROC 243771JROC 245450,CA CS LB 888104,CO EC8041,CT HIC 0632778/ELC 0125305.DC 410514000080/ECC902585,DE 2011120386/T1-6032.FL EC13006226.HI CT-29770 IL 15-0052.MA HIC 168572/ EL-1136MR,MD RIC 128948/11805,NC 30801-1,NH 0347C/12523M,NJ NJHIC#13VH06160600/34E801732700.NM EE98-379590.NV NV20121135172/C2-0078648/62-0079719,OH EL47707,OR CB180498/C562.PA HICPA077343.RI AC004714/Reg 38313,TXTECL27006,UT 8726950-5501.VA ELE2705153278,V7 EM-05829,WASOLARC'91901/SOLARC905F7.Albany 439.Greene A-486,Nassau H2409710000,Putnam PC6041.Rockland H-11864-40-00-00.Suffolk 5205741,Westchester WC-26088-H13.N Y.0#2001384-DC&SCENYC:N Y C Licensed Electrician,#12610,#004485,155 Water St,6th Fl,Unit 10,Brooklyn,NY 11201.#2013966-0G All loans provided by Sol arCity Finance Company,LLC CA Finance Lenders License 6054796 SolarCity Finance Company,LLC is licensed by the Delaware State Bank Commissioner to engage in business in Delaware under license number 019422.MD Consumer Loan License 2241.NV Installment Loan License 88023/1111024,Rhode island Licensed Lender#2015310311.TXRegstered Creditor 1400050963-202404,VT Lender License#6766 '_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: TEL: (631)765-1802 Planning Board approval FAX: (631)765-95025`1 .- S----5- . � -, ��� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined )/ ,20 Storm-Water Assessment Form ..---- f / Contact: C t' Approved ,20 Mail to qa r P( L mojr Disapproved a/c k4 4 I )�Qi4 Phone: b , fa' s— 4 --gy ., Expiration ,20 \\ Rc , - wE m ding Insp ctor NOV 1 3 2014 APPLICATION FOR BUILDING PERMIT ,, n BLDG DEPT Date ' l� 1 , 20 i i-Y TOWN OF SOUTHOLD INSTRUCTIONS i 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. 11— (Signature of'pplicant or name,if a corporation) qa3 ry,nAvr- 9 tti. , +(a oFF M (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder COrItWi "Ij evil . Name of owner of premises L)1`HIV" pto re:z. (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. i 6- 7—t4 Plumbers License No. -- Electricians License No. 67 331-rriE Other Trade's License No. 1. Location of land on which proposed work will be done: ;� a !hi+b i 55-eet (VAX. 'b af') House Number Street Hamlet / County Tax Map No. 1000 Section 56 Block 0 Lot 0 Subdivision Filed Map No. Lot __l 1 �„i� 2. State existing use and occupancy of premises- d intended use and occupancy of proposed construction: a. Existing use and occupancy C b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work ` t rnaorct-S&.car- (he t) (Description) 4. Estimated Cost 1 et e O D 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 If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories AI—Dimensions of entire new construction: Front Rear Depth Height Number of Stories -9 Size of lot: Front Rear Depth _A-0.Date of Purchase Name of Former Owner „-1-1.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 premises L C-'I* Address r SS &5 Q Phone No -1 F Name of ArchitectAW a rio ( ` Address 9'd3 nnc'lul U-o5 4(uc91hone Nip)- - t, >L ',1 Name of Contractor Sp\ur-c 4- Address cp 2,moira-r1boy 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 4j b * 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 ) YOZA7kTeekl.)-- - ldC-l_�!. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,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 his knowledge and belief; and that the work will be performed in the manner set forth in the appli ob'itillAsprliwith. Sworn to before me this` � lo V�:Nielia63o9j:\I-181 • N o rq'PcF t1 day of Ivove(14)4 [ i0 qktbkilA 3jj A QO� Cpl Ceijiwr 3 O y Der7B Fjr r cam' NotaryPublic °',,O,\ 4?!.Aa0 Gl.. '�•� � Signature of Applicant • .•' yr }+' TORC M\WATER- Scott A. Russell a ,� - 4 ‘1 SUPERVISOR ' ' w MANAGEMENT SOUTHOLD TQtNN HALL-P.Q.Box 1179 a •t., / ; 53095 Main Road-SOUTHOLD,NEW YORK X].'$71 lf `� Town o; Southold • CHAPTER 236 - STORMWATER MANAGEMENT•WOI SHEET (TO BE COMPLETED BY THE APPLICANT) • =DOES THIS PROJECT INVOLVE ANY OF TRE FOLLOWING: ........__. QC({E(;( ALL THAT APPLY) Ycs No 0 Eit A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. D 'p. Excavation or filling involving more than 200 cubic yards.of material • within any parcel or any contiguous area. LC. Site preparation on slopes which exceed 10 feet vertical rise to fi 100 feet of horizontal distance. . ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosionhazard area. t D 5r.E. Site preparation within the.one-hundred-dear floodplain as depicted on FIRM Map of any watercourse. IJ®' F. Installation of new or resurfaced impervious surfaces aces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in--kind 'replacement of impervious surfaces. If you answered NO to all of the questions above,SUR! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a$tormwater Management Control Plan and a completed Cheek List Form to the Building Department with-Tour Building Permit Application. T:(Property Owner,Dmign Profrssional,Agent,Contractor,Otherl CT 1000 DaLc District NAME „it — • /INEr f- Section Block Lot Int . - *fog,FOR BUILDING DEPa,RTMENT USE.ONLY°'°; Contact infotmstion: 1 O Y Reviewed By: -- Date- 'roPcrty Address/Location of CotZsEruetion Work: Approved for processing Building Permit.t S�-eA� � I, n Stormwater Management Control Plan Not Required. - � Stormwater Management Contra[Plan i$Required, (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2019 /L # 9tilobP,7, qi : 1 i pini—an—rn d 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 if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up ld.Federal Employer Identification Number of Insured Policy) or Social Security Number 02-0781046 3a. Name of Insurance Carrier 2.Name and Address of the Entity Requesting Proof of Liberty Insurance Corporation Coverage(Entity Being Listed as the Certificate Holder) 3b.Policy Number of entity listed in box"la" WA7-66D-066265-024 Town of Southold 980 Hawkins Ave. 3c. Policy effective period PO Box 708 Lake Grove,NY 11755 9/1/2014 to 9/1/2015 3d. The Proprietor,Partners or Executive Officers are 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 notify 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 insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Theresa Fagan CA Licen 0C12887 (P'at name of authorized representative or licensed agent of insurance carrier) Approved by: - !' , 9/1/14 (Signature) (Date) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us ACC/RD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) `� 09103/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 1300 (NC.No,Extt: 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:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002493840-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR INSR WVD POLICY NUMBER (MM/DDIYYYY) (MM/DD/YYYY) LIMITS A GENERAL LIABIUTY 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 PER2,000,000 OPRODUCTS-COMP/OP AGG $ POLICY n JEPRCT- [1 LOC Deductible $ 25,000 A AUTOMOBILE LIABIUTY AS2-661-066265-044 09/01/2014 09/01/2015 COMBINED SINGLE LIMIT 1,000,000 (Ea accident) J 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- OTH- B y/N WC7 WI 034- - - AND,EMPLOYERS'LIABILITY 661066265 TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE ( ) 09/01/2014 09/01/2015 E L EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N N/A (Mandatory In NH) WC DEDUCTIBLE.$350,000' 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) 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 8 Insurance Services I Charles Marmolejo C�*---r...-10‹.___=-r.- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD • e SUFFOLK COUNTY DEPTOF LABOR, d• 11 LICENSING 8 CONSUMER AFFAIRS r9 +=s2 s,,-_ Rams R ., _.� ELECTRICIAN L.. JASON KAI€ Tt oem4ia that the `"C"" ' �ris� SCAR c>YrCCP *tom by Um vas ty of Suffolk "`°�"°'"Q CVOs= 59331-ME 03/9912093 , • rr 91VDc7'OFUlm, LCCEI NG 8 CONSta7R AFFAIRS Norm IitliPRO MEi11T CONTRACTOR 3 LICENSE SHAUN E MARIAN This rgtr 2hv SCAR CITY CCRFCRATIXO besrar is duly Imp County a S 0=G0=112, C3=44=.=11C 08109/2013 • f • Version#39.1 SoIarCity 4.04-.4, Y 3055 Clearview Way, San Mateo, CA 94402 as ` (888)-SOL-CITY (765-2489) I www.solarcity_com VIZ September 22,2014 ,#1 �,, Project/Job# 1192804�E3 r �E �a � RE: CERTIFICATION LETTER Project: Perez Residence 2780 Boisseau Ave Digitally signed by Abe De Vera Southold,NY 11971 Date:2014.09.22 13:03:11 -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 -MP1&MP3: Roof DL= 13 psf,Roof LL/SL= 15.5 psf(Non-PV Areas),Roof LL/SL= 7.6 psf(PV Areas) -MP2: Roof DL= 13.5 psf, Roof LL/SL= 15.5 psf(Non-PV Areas),Roof LL/SL= 7.6 psf(PV Areas) -MP4: Roof DL=8.5 psf,Roof LL/SL= 15.5 psf(Non-PV Areas),Roof LL/SL= 7.6 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. Sincerely, Abe De Vera,P.E. Civil Engineer Main: 888.765.2489,x7526 email: adevera@solarcity.com 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity corn A?^p,1.'r.n 24,;`,') CA CSLP 33A i'};,CO CC.)11 C1t-II:`tv:'2/7.,,DC .K.;7 i1ti,14'3&DC 1-C)7,;f) 1'),.4 01 23)77.)h'A i.?C 1533(2,MD Rh-IC 123)3 4 NJ 13U;AN ifs JCx'iJ, t)a,CCH'%0443 PA(1Pi,i 3,71k FDi A"'`nr 2e;(VA CCI',. 4FY.0190/1)73)13 Co ar,it 7�,7 nn•*•a m..arn..t 09.22.2014 ,,,, 4, leekMountTm PSI`� SystemVersion#39.1 ° ®l arCit 1� if Pli tru ural Design Software 7--------__—,i..T._,r-._.i_,..,.r....-..-..,�.......„_....r_.^r.,.._...-........... _.�...,�.._�_.�..-._ ...�...-.v._...-._...._�............._r..._n�_«-u-.,.�,.-.,_.....-..-,--_s-._.....�-. rv...r_--....,_^t. ,......-..--*+.-'_--''I " PROJECT INFORMATION &TABLE OFCONTENTS Project_Name: _____s___ Perez Residence __ _ _ AHJ: ___ � Southold Town' __ Job Number: 119280 Building Code: 2010 RtialesidenCode of NY State - - _ r -Customer Name: _M „__ Perez,Victor _ — Based On: __,�-_lit 2006%TBC 2006 �_,_' Address: 2780 Boisseau Ave ASCE Code: ASCE 7-05 r_.: .__ - .. ___ ,_ City/State: , _ .:,L_:Southold,_ ;5.„_..NY_._... ,_R _RiskWCategon!: _. . .. >.:_,._,.. . _.... ,, .,.k...,_.„,, II„ Zip Code— 11971 Upgrades Req'd?_ _____ No , Latitude/Longitude: _____±14.074173_ '_-72.424503 _, Stamp Raga?_ „,-.__ . _ _Y _ .__.. ____. .. SC Office: Long Island PV Designer: Asif Chowdhury Calculations: Mx Brad Taylor 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 _______ --------------- - -- 1 2-MILE VICINITY NIAP-_-- ____. - _._s-_------- - 4 # 48 , ri Y . R ^ Yee- r i. \\,: V i' 14 At r... , Yq1 1!' 1T S ' • : .'- f 48 CO '''' ' ..5 ;. 74. V- \ '' f\t,,•0 Ai, ,,, it, '. a,JICI '' ... OS•••' i ,i;itt ... . . :' '',,..fsot,,:: III.' 4:.1 . 6's.1.- ''''''' :41."*"' #te.,f ' it 4 +1,. y ..io a W F M ,, 'a,, c2 ''�` �..aj lmavel, • c201'4 •, Di italGlob''esnNe v York Cil•', USDA Farm Service A A• 2780 Boisseau Ave,Southold, NY 11971 Latitude:41.074173,Longitude:-72.424503,Exposure Category:C LOAD ITEMIZATION - MP1 & MP3 . - _ _ . PV System Load PV Module Weight(psf) _ _ _ ___ _ 2.5 psf__ _ Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description_ MP1&MP3 Roofing Type Comp Roof ( 1 Layersf) 2.5 psf_ Re-Roof to 1 Layer of Comp? No UnderlaymentRoofing Paper 0.5 psf _ Plywood SheathingNo _ Board SheathingSolid-She_athing 2.3 psf Rafter Size and Spacing _ 2 x 6@ 16 in.0.C, 1.7 psf Vaulted Ceiling _ - - Yes 4.7 psf ._ Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 13 psf(MP1&MP3) 13.0 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L0 20.0 psf Table 4-1 Member Tributary-Area At < 20Q sf _ _ Roof Slope _ 9/_12 Tributary Area Reduction_ _ _ _ _ R1 1 Section 4.9 _ Sloped Roof Reduction R2 0.775 Section 4.9 Reduced Roof Live Load Lr Lr= Lo(R1)(R2) Equation 4-2 • Reduced Roof Live Load Lr 15.5 psf(MP1&MP3) 15.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 350 Horiz. Distance from Eve to Ridge 15.6 ft_ Snow Importance Factor IS 1.0 _ Table 1.5-2 Snow Exposure Factor Partially Exposed Table 7-2 --- - -- - --- - -- -- - - - . Snow Thermal Factor All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load(w/ Rain-on-Snow Surcharge) Pr-min 14.0 psf 7.3.4&7.10 Flat Roof Snow Load pr 0.7(Ce)(Ct) (I)pg; pf_ pf-min Eq: 7.3-1 14.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-roof Figure 7-2 0.9 Design Roof Snow Load Over Ps-roof= (Cs-roof)pf ASCE Eq: 7.4-1 Surrounding Roof PS-roof 12.3 psf 62% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-pv Unobstructed Slippery Surfaces0.5 Figure 7-2 Design Snow Load Over PV p5-pv= (Cs-pv)pf ASCE Eq: 7.4-1 p5 p° Modules 7.6 psf 38% • COMPANY PROJECT in WoodWorks® SOF/WWEOR WOOD inS/CN Sep. 22, 2014 10.50 MP1 &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 13.00 (16.0) * psf PV LOAD Dead Partial Area 1.60 12.10 3.00 (16.0) * psf SNOW LOAD Snow Full Area 12.30 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17'-2" 12'-11" Unfactored: Dead 170 171 Snow 110 110 Factored: Total 281 282 Bearing: - F'theta 570 570 Capacity Joist 2994 2994 Supports 2789 - Anal/Des Joist 0.09 0.09 Support 0.10 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25' - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 & MP3 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-112") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2-Hanger, Roof joist spaced at 16.0"c/c; Total length: 17'-2.0"; Pitch: 9/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP1 &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 = 38 Fv' = 155 fv/Fv' = 0.24 Bending(+) fb = 1419 Fb' = 1504 fb/Fb' = 0.94 Live Defl'n 0.55 = L/351 0.81 = L/240 0.68 Total Defl'n 1.44 = L/134 1.61 = L/120 0.89 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cf rt 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 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 218, V design = 206 lbs Bending(+) : LC #2 = D+S, M = 894 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-int "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3 .10.3 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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4 1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. • CALCULATION OF DESIGN WIND LOADS — MP1 & MP3 Mounting Plane Information Roofing MaterialComp Roof PV System TypeSo_larCity SleekMountTM _ _ Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C - Roof Slope 350 -- -- - - - - - - -- - -- - - ---- - - -- - -- -- Rafter Spacing16"O.C. _ Framing Type/Direction Y-Y Rafters Purlm Spacing _ X-X Purlins Only _ _ NA __ - _ _ __ _-_ _ Tile Reveal Tile Roofs Only NA Tile Attachment System . Tile Roofs Only _ NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 - - - - - - -- - - - - -- - - - - - -- - --- Wind Design Method Partially/Fully Enclosed Method - - -- -- - --- - - - - - - - -- Basic Wind Speed V 120 mph Fig..-6-1 Exposure Category C Section 6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B --- -- - - ---- -- - -- - - --- - - - -- - - -- -- -- -- - -- - --- -- - - -- ---- - Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure Kz __ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7_ Wind Directionality Factor _ Kd 0.85 . Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf , Wind Pressure Ext. Pressure Coefficient(Up) GC,(Uo) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh (GC„) Equation 6-22 Wind Pressure Up Nun) -28.2 psf Wind Pressure Down P(down) 26.0 psf -- -- -- --- - - -- - - -- - •ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape64" 39" - Max.Allowable Cantilever Landscape __- 24" NA -_ _ _ Standoff Configuration Landscape Staggered Max Standoff TributaryArea _ Trib17 sf PV Assembly Dead Load W-PV_ _ 3 psf _ _ _ _ Net Wind Uplift at Standoff_ _--._ - T-actual -459 lbs Uplift Capacity of Standoff _ T-allow _ _ 500 lbs_ __ Standoff Demand/Capacity 60-1-191.9% _ X-Direction Y-Direction Max Allowable Standoff Spacing _ . _ ._ Portrait 32" 64" Max Allowable Cantilever _ _ _ _ _ Portrait 14" _NA___ - _ Standoff Configuration Portrait Staggered Max Standoff Tributary Area_ -- - Trib 14 sf _ PV Assembly Dead Load W-PV 3- psf - - - - - --- - - -- - - - -- - - -------- - Net Wind Uplift at Standoff- -. T-actual -383 lbs - Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 76.6% LOAD ITEMIZATION - MP2 PV System Load , PVModule Weight(psf) _ 2.5 psf Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 - - ----- - ---- - - - - - - - -- -- - - -- - --RoofingType _ Comp Roof ( 1 Layers)_ 2.5 psf._ Re-Roof to 1 Layer of Comp? No Underlay-ment Roofing Paper 0.5 psf _ Plywood Sheathing No - - --- - -- - -- - - - - -- -- - - - --- - --- -- --- - - - -- - -- --- Board Sheathing _ Solid-Sheathin - -- g 2.3 p Rafter Size and Spacing 2,x 8 @ 16 in.O.C. 2.3 psf Vaulted Ceiling Yes 4.7 psf _ Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 13.5 psf(MP2) 13.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live LoadIb 20.0 psf Table 4-1 Member Tributary Area At < 200 sf - -- - -- -- - - -- - - — - - - Roof Slope 9/12 __ - -- -- -- - - - - - - - - - - - - - Tributary Area Reduction. _ _ _ R1 _ 1 Section 4.9 Sloped Roof Reduction R20.775 Section 4.9 Reduced Roof Live Load Lr Lr= I-o(R1)(R2) Equation 4-2 Reduced Roof Live Load Lr 15.5 psf(MP2) 15.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 35_ I _ Horiz. Distance from Eve to Ridge . _ _ W 16.6 ft __ Snow Importance FactorIs 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor 4 1 0 Table 7-2 Snow Thermal Factor All structures except i 0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain-on-Snow Surcharge) Pt'-min 14.0 psf 7.3.4&7.10 Flat Roof Snow Load P1 pf= 0.7(Ce)(Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 14.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of SurroundingCs-goof All Other Surfaces Figure 7-2 Roof 0.9 Design Roof Snow Load Over Ps-roof= (Cs-roof)pf ASCE Eq: 7.4-1 Surrounding Roof Ps-roof 12.3 psf 62% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules Cs_p, Unobstructed 5015 pery Surfaces Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv)Pf ASCE Eq:7.4-1 Ps-p° Modules 7.6 psf 38% ./% COMPANY PROJECT I I WoodWorks® SOFTWARE FOR WOOD DESlr V Sep. 22,2014 10.51 MP2.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 13.50 (16.0) * psf PV LOAD Dead Partial Area 2.25 13.58 3.00 (16.0) * psf SNOW LOAD Snow Full Area 12.30 (16.0) * psf__ *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 18'-2.6" 13'-8" Unfactored: Dead 184 190 Snow 117 117 Factored: Total 300 307 Bearing: F'theta 567 567 Capacity Joist 2974 2974 Supports 2789 - Anal/Des Joist 0.10 0.10 Support 0.11 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, S-P-F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2-Hanger; Roof joist spaced at 16.0"c/c;Total length: 18'-2.6"; Pitch. 9/12; Lateral support:top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.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 = 31 Fv' = 155 fv/Fv' = 0.20 Bending(+) fb = 931 Fb' = 1389 fb/Fb' = 0.67 Live Defl'n 0.30 = L/679 0.85 = L/240 0.35 Total Defl'n 0.80 = L/255 1.71 = L/120 0.47 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cf rt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 238, V design = 222 lbs Bending(+) : LC #2 = D+S, M = 1020 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS. Deflection: EI = 67e06 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 Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4 1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. • CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material _ _ Comp Roof _ PV System Type_ , _ _ SolarCity SleekMountTM - Spanning VentsNo -- - -- - - - - - - - - - - - - - --- - - -- Standoff(Attachment Hardware) Comp Mount Type C Roof Slope _ 35° Rafter Spacing16"O.C. Framing Type/Direction Y-Y Rafters Purlin Spacing_ _X-X Purlins Only ___ _ _ . _ NA Tile Reveal Tile Roofs Only NA _ Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code _ ASCE 7-05 _ Wind Design Method _ _ -Y ,- _, Partially/Fully Enclosed Metho_d Basic Wind Speed __ __ V120 mph Fig. 6-1 Exposure Category __ . Section 6.5.6.3 Roof StyleGable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ 0.95 Table 6-3 Topographic Factor 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 - Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(uo) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GCp(Down) 0.88 Fig.6-118/C/D-14A/B Design Wind Pressure p p =qh (GC,) Equation 6-22 Wind Pressure Up plum -28.2 psf Wind Pressure Down ',Mown) 26.0 psf 'ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area - Trib _ 17 sf _ _. _ _ _ _ - _ _ PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff , ,_- - , T-actual_ ,_ -459 lbs Uplift Capacityof StandoffT_-allow 500 lbs - - -- - - -- -- - - -- - - - - - - - - --- Standoff Demand/Capacity DCR 91.9% X-Direction Y-Direction Max Allowable Standoff Spacing _ Portrait 32" 64" Max Allowable Cantilever __ _ _ __ _- _ Portrait _ ____ _ _ - 14" _ _ - _ NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area - - - Trib __ _ 14 sf. PV Assembly Dead LoadW-PV 3 psf -- - - ----- - - -- - - - - ---- - - - - -- - - - --- Net Wind Uplift at Standoff T-actual -383lbs Uplift Capacity of Standoff T-allow500 lbs Standoff Demand/Capacity DCR - 76.6% • LOAD ITEMIZATION - MP4 - PV System Load PV Module Weight(psf) - __ 2.5- psf _ ---- --- -- - - - - - Hardware Assembly Weight(psf) 0.5 psf PV System Weight(psf) 3.0 psf Roof Dead Load Material Load Roof Category Description _ _ MP4 Roofing Type Comp Roof (,1 Layers) 2.5-psf- __ Re-Roof to 1 Layer of Comp? - No _ - Underlayment - Roofing Paper - _ 0.5_psf ___ - Plywood Sheathing _ No Board Sheathing Solid-Sheathing 2.3 psf_ __ _ Rafter Size and Spacing _ - 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling _ _ No Miscellaneous Miscellaneous Items 1.5 psf Total Roof Dead Load 8.5 psf(MP4) 8.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load _--- - -- - - - - - - - - --- -- - --_ - -- Member Tributary Area At < 200 sf Roof Slope 9/12 TributaryArea Reduction _ R1 1 _ Section 4.9 _ Sloped Roof Reduction _ _Rz 0.775 _ Section 4.9 Reduced Roof Live Load Lr Lr= Lo(R1) (R2) Equation 4-2 Reduced Roof Live Load Lr 15.5 psf(MP4) 15.5 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load Pg20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope350 Horiz. Distance from Eve to Ridge - ____ W9.6 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partiall1 ExposedOTable 7-2 Snow Thermal Factor All structures except i 0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w/ Rain-on-Snow Surchar a Pf-min 14.0 psf 7.3.4&7.10 9 )-_ T Flat Roof Snow Load Pr Pf= 0.7(Ce)(CO (I) pg; pf>_ pf-min Eq: 7.3-1 14.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-roof 0.9 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pr ASCE Eq:7.4-1 Surrounding Roof Ps-roof 12.3 psf 62% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C5-pv Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Ps-pv= (Cs-pv)P1 ASCE Eq:7.4-1 Ps-pv Modules 7.6 psf 380/0 COMPANY PROJECT 104 WoodWorks'" SOf1WARE FOR WOOD DE51G V Sep. 22, 2014 10.52 MP4.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] i Magnitude Unit tern Start End Start End DL Dead Full Area 8.50 (16.0) * psf PV LOAD Dead Partial Area 1.83 7.58 3.00 (16.0) * psf SNOW LOAD Snow Full Area 12.30 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 10'-8.5„ 0' 7-9" Unfactored: Dead 70 74 Snow 68 68 Factored: Total 138 142 Bearing: - F'theta 570 570 Capacity Joist 2994 2994 Supports 2789 - Anal/Des Joist 0.05 0.05 Support 0.05 - Load comb #2 #2 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.25 - Fcp sup 425 - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP4 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2-Hanger; Roof joist spaced at 16.0"c/c; Total length: 101-8.5"; Pitch: 9/12; Lateral support:top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 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 = 18 Fv' = 155 fv/Fv' = 0.12 Bending(+) fb = 419 Fb' = 1504 fb/Fb' = 0.28 Live Defl'n 0.07 = <L/999 0.65 = L/180 0.11 Total Defl'n 0.15 = L/761 0.97 = L/120 0.16 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cf rt 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 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 108, V design = 99 lbs Bending(+) : LC #2 = D+S, M = 264 lbs-ft Deflection: LC #2 = D+S (live) LC #2 = D+S (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load 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. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. SLOPED BEAMS: level bearing is required for all sloped beams. . CALCULATION OF DESIGN WIND LOADS - MP4 - Mounting Plane Information Roofing Material Comp Roof PV_System Type SolarCity SleekMountTM -- -- - --- - - - -- - - - - - - - --- - Spanning Vents _ .. _ No Standoff(Attachment Hardware) Comp Mount Type MC Roof Slope35° - - -- - - -- - - -- - - - - - -- --- - - 16"O.C.Rafter Spacing- _ _ _ _ _ _ _ _ _ _- _- - _ _- _ _ Framing Type/Direction Y-Y Rafters Purlin Spacing _ _ _ _ ___ X-X Purlins Only . _ _NA - _ _ - _-- , - Tile Reveal Tile Roofs Only . NA Tile Attachment System _ _ _ _ _ Tile Roofs Only_ NA _ _ _ _ __ _ _ _ _ ___ _ _ Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind_Design Code _ _ _ ASCE 7-05 _ _ Wind Design Method _ _ _ Partially/Fully Enclosed Method Basic Wind Speed V120 mph Fig. 6-1 ExposureCategory C Section 6.5.6.3 _ Roof StyleGable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 - _ --- - - - -- --- - - - - - - --- - - - - - - -- -- Wind Directionality Factor Kd _ 0.85 _ _ Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(E) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(cps -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC,(Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh (GC„) Equation 6-22 Wind Pressure Up Num -28.2 psf Wind Pressure Down Pra°wn'i 26.0 psf . . - - --- - - -- - - --- -- -- - - - -- - --- --- -- - --- -- - - ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24"-_ _ _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf - -- - - - -- - -- -- - -- --- - -- - - - - - -- PV Assembly Dead Load _ W-PV 3 psf _ Net Wind Uplift at Standoff Tactual -459 lbs - --- -- -- - - - - -- - Uplift Capacity of Standoff T-allow 500 lbs - - --- --- - - -- - - Standoff Demand/Capacity DCR 91.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 64" Max Allowable Cantilever _- Portrait 14" _ NA_ _ _ Standoff Configuration Portrait Staggered Max Standoff Tributary Area _ _ _ Trib . 14 sf _ _ PV Assembly Dead Load W-PV3 psf Net Wind-Uplift at Standoff _ __ -_ - T-actual _ -383 lbs - - - - -- - - - - --- Uplift Capacity of Standoff T-allow _ 500 lbs Standoff Demand/Capacity DCR 76.6% ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES s - _ lie 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. COMPLY WITH ALL CODES OF CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING NEW YORK STATE TOWN CODES DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN AS REQUIRED fl OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. APPROVED � , (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTINGSG EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, I - FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE : DATE: ������ B.P.#.�`� 5 i r li i i ' •S 0 GALV GALVANIZED HAZARDS PER ART. 690.17. ` FEE$&)--- I' —� ��; '. ' GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE r e - -----�. S ::- GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY NOTIFY BUILDING DEPARTMENT AT HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 765.1802 8 AM TO 4 PM FOR THE I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL FOLLOWING INSPECTIONS: . Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). 1. FO.UNDATION - TWO REQUIRED ._: OCCLPANIV OR Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER FOR POURED CONCRETE kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR 2. ROUGH , FRAMING & PLUMBING _ USELS tMU1 L kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 3. INSULATION, LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 4. FINAL - C,ONSTRUCTION, MUST 4I I TiOF CERTECATE MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN N(NE)UT NEUTRAL ULNEW LLISIING.AT ALL ENTRY INTO BOXES AS REQUIRED BY ' BE COMPLETE FOR ALL CONSTRUCTION SHALLOMEET THE OF OCCUPANCY NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE REQUIREMENTS OF THE CODES OF NEW OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE i YORK STATE. NOT RESPONSIBLE FOR PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING DESIGN OR CONSTRUCTION ERRORS. P01 POINT OF INTERCONNECTION HARDWARE. RETAIN STORM WATER RUNOFF PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE PURSUANT TO CHAPTER 236 SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL LCT C OF THE TOWN CODE. STC STANDARD TESTING CONDITIONS ON PEC/ ON ReQUIRED TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT =Nri,� :° _� ,, • F a r 3R NEMA 3R, RAINTIGHT w PV1 COVER SHEET ` • . . 1 PV2 SITE PLAN r � f -- , ,, . 4.-; !rk PV3 STRUCTURAL VIEWS ,`-'f,'"14-4t `1 :-.- . , 4+° ''' a`- .0. ' PV4 UPLIFT CALCULATIONS ` • . PV5 THREE LINE DIAGRAM LICENSE GENERAL NOTES `' 3 ., '- .. 40 ,0=2, _ ` . 4,- Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 � _' , � =4. ,• �,•' � .p5t 1,, R.C.N.Y.S. ,'� U i : ,•. 47 ,. m•,, . .� 2. ALL ELECTRICAL WORK SHALL COMPLY WITH v , $' ' THE 2008 NATIONAL ELECTRIC CODE. ° 1 �• +t.} i. �` ,) • �` 4 ° 4.,..,, MODULE GROUNDING METHOD: * ; a- ., �' ` ,k 1 ' i <t1"` , PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH:260 ARRAY AZIMUTH:260 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH:35 MP2 AZIMUTH:260 ARRAY AZIMUTH:260 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 35 ARRAY PITCH:35 MP3 AZIMUTH:80 ARRAY AZIMUTH:80 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 35 ARRAY PITCH:35 MP4 AZIMUTH:170 ARRAY AZIMUTH:170 MATERIAL:Comp Shingle STORY: 2 Stories Ith O 0 0 0 0 O 0 0 A I r<I, o lit O 03 0 0 0 0 0 0 -0 nn n l n n / -9*'—; LEGEND o 0 0 0 0 0 a 0 0-0 (E) UTILITY METER & WARNING LABEL- o 0 0 0 0 jr. INVERTER W/ INTEGRATED DC DISCO o 0 o ur �T/6 V n 0 n Of,' 3+1+.1, B o 0 0 ,e��'�` � u' . 1—'DC DC DISCONNECT & WARNING LABELS 9/12 � 3 0 0 . w }�r AC AC DISCONNECT & WARNING LABELS FronNM House o 0 1,�,�pt i, 0 0 0 .� '� A' Q DC JUNCTION/COMBINER BOX & LABELS o o 0, D d, 1 0 g t1 084680. 4 ,"' Q DISTRIBUTION PANEL & LABELS Digitally signed by Abe De Vera LG LOAD CENTER & WARNING LABELS © ® 410 Date:2014.09.22 13:03:56 -07'00' N DEDICATED PV SYSTEM METER STAMPED AND SIGNED ,0 STANDOFF LOCATIONS CONDUIT RUNONEXTERIOR FOR STRUCTURAL ONLY ® © GATE/FENCEN ON INTERIOR Q HEAT PRODUCING VENTS ARE RED 1% '1 INTERIOR EQUIPMENT IS DASHED L-2J l SITE PLAN N Scale: 1/8" = 1' W air E 0 1' 8' 16' F. JB-119280 - O PREMISE OWNER: DESCRIPTION: 'DESIGN: CONFIDENTIAL– THE INFORMATION HEREIN JOB NUMBERPEREZ, VICTOR CONTAINED SHALL NOT BE USED FOR THE ‘‘‘t, PEREZ RESIDENCE Asif Chowdhury }SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,�. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2780 BOISSEAU AVE 9.25 KW PV ARRAY ��� ° PART TO OTHERS OUTSIDE THE RECIPIENT'S MoOUus SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX 3055 Cleardew Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVER/ER: PAGE NAME SHEET REV: DATE San T:(650)S38-1028, CA 50238-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (631) 765-8173 SITE PLAN PV 2 9/21/2014 (BBB)–SOL–CITY(765-2489)www.salaralya«a ., _ , * ea „of .)...,, .,,... . .0 -4* Z. * i ,ele . ,CV siiimil 4T �� V '1 11 i (E) LBWd IMiliiiiMilliniiiimilifflimr Aki, 0846 ,N '" 7 1S-8„ SIDE VIEW OF M P4 NTS Digitally signed by Abe De Vera Date:2014.09.22 13:04:27 SIDE VIEW OF MP2 NTS MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES -07'00' B LANDSCAPE 64" 24" STAGGERED MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 32" 14" LANDSCAPE 64" 24" STAGGERED ROOF AZI 170 PITCH 35 PORTRAIT 32" 14" RAFTER 2x6 @ 16 OC ARRAY AZI 170 PITCH 35 STORIES: 2 ROOF AZI 260 PITCH 35 PITCH 35 RAFTER 2x8 @ 16"OC STORIES: 2 C.J. 2x4 @24" OC Comp Shingle CJ. 2x6©16"OC ARRAY AZI 260 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. 43) (4) (2) SEAL PILOT HOLE WITH /\ ZEP COMP MOUNT C POLYURETHANE SEALANT. A . 1 ATANI EF iINI�TT_V c�•;ILII I -- - ZEP FLASHING C 4t,4'r� �m (3) INSERT FLASHING. 4" (E) COMP. SHINGLE v m li (4) I 12'-11" PLACE MOUNT. (E) ROOF DECKING VAILMI MEM i !i (E) LBW INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. SIDE VIEW OF MP1 NTS STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH A WITH SEALING WASHER (6) BOLT & WASHERS. (2-1/2" EMBED, MIN) MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (E) RAFTER LANDSCAPE 64" 24" STAGGERED S 1 STANDOFF PORTRAIT 32" 14" RAFTER 2x6 @ 16"OC ROOF AZI 260 PITCH 35PITCH 35 STORIES: 2 Scale: 1 1/2" = 1' C.3. 2x6 @16"OC ARRAY AZI 260Comp Shingle CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-119280 00 PREMISE OWNER. DESCRIP1ION: DESIGN:PEREZ, VICTOR PEREZ RESIDENCE Asif Chowdhury �`,/ SolarCit CONTAINED SHALL NOT BE USED FOR THE y BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2780 BOISSEAU AVE 9.25 KW PV ARRAY p�� PART TO OTHERS OUTSIDE NE RECIPIENTS MoouLEs SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX 3055 Mateo, A Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN MVER1ER: PAGE NAME SHS: . DAIS: San 94402 T:(650)638-1028 F:(550)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (631) 765-8173 STRUCTURAL VIEWS PV 3 9/21/2014 (888)-SOL-CITY(765-2489)www.solarclty.com • A1 4" 7 12'-8" n (E) LBW O SIDE VIEW OF MP3 NTS MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED PORTRAIT 32" 16" ROOF AZI 80 PITCH 35 RAFTER 2x6 @ 16"OC ARRAY AZI 80- PITCH 35 STORIES: 1 �P, (� ,,Y',9 C.J. 2x6©16"OC Comp Shingle �� A • mitr., lit CiZ) l fu � �'d 08460",07; ,,is it, uSicD Digitally signed by Abe De Vera Date:2014.09.22 13:04:51 -07'00' CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-119280 0 O PREMISE OWNER: DESCRIPTION: DESIGN: `�, CONTAINED SHALL NOT BE USED FOR NE SolarCity PEREZ, VICTOR PEREZ RESIDENCE Asif Chowdhury BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ;ii NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2780 BOISSEAU AVE 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouLEs SOUTHOLD, NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PXSII�7 REV: DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (631) 765-8173 STRUCTURAL VIEWS PV 3 9/21/2014 (868)—SOL—Ow. TY(765-2489)wwsoIarcity.cam UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. PREMISE OMER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-119280 00 ` SolarCity CONTAINED SHALL NOT BE USED FOR 1HEPEREZ, VICTOR PEREZ RESIDENCE Asif Chowdhury BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'ill NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2780 BOISSEAU AVE 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: SOUTH OLD N Y 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PX PAGE NAME SIFT REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (631) 765-8173 UPLIFT CALCULATIONS PV 4 9/21/2014 (888)—SOL—CITY(765-2489)www.solarcIty.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #6 GEC TO (N) GROUND ROD Panel Number. Inv 1: DC Ungrounded INV 1 -(1)soLAREDGEp SE3800A-US-ZB-U Aga A -(37)CANADIAN SOLAR # CS6P-250PX AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:23707785 Inv 2: DC Ungrounded Inverter; 380" ;0W, 240V, 97.5 w/Uni of d cisco and ZB, AFCI PV Module; 250W; 229.6W PTC, 40mm, Black Frame, MC4, ZEP Enabled Underground Service Entrance INV 2-(1)I vAer30(10W 40v 7 w/UnLiteeMfisco 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) 200A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING 200A/2P © SOLAREDGE SE3800A-US-Z8-U (E) LOADS EMI SolarCity aLi -------0- Q a '2 �� A DD+ 71 MP2: 1x12 I, m 0 ^� N - 4 - DO I7MP1 MP3 MP4: 344411-Ij I 20A/2P EGG I� ,� DC+ 0__•____,0 OC+ A r-- GEC 1 N Dc- Dom- 1X9 1 g 1 ? GND EGC ---, • -EGC 1! --i I fff V 1 N Inverter 2 p EGCIGEC V n n CZ7--GEC -,• Oj SOLAREDGE 1 I SE3000A-US-ZB-U Z 20A/2P I 1 _n__,. . A ; ,, A L, EEO TO 120/240V -• . N Lz _~ - SINGLE PHASE N t4. uTIUTY sERVICE -- d Ec -�� DG . . 7C Da MP1,MP3,MP4:1x1c41.c°11 1 L GND I EGC , 4 E C I V _i_- EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO _ PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP POI-(1)MURRAY#MP220 Breaker; 20A 2P, 2 Spaces PV BACKFEED BREAKER Ar A (1)SolarCitINGS, UNFUSED,GROUNDED yy� 4 STRING JUNCTION BOX 2x2 STRINGS, DC AC S -(1)MURRAY#MP220 PV BACKFEED BREAKER `' (37)SOLAREDGE Opti iter, 3 4AZS Breaker; d;5 2P, 2 Spaces P v PowerBox Optimizer, 300W,H4, DC to DC, ZEP -(1)Ground Rod; 5/8'x 8', Copper (1)AWG#10, THWN-2, Black (�(1)AWG 16, THWN-2, Black Voc* =500 VDC Isc =30 ADC -(2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC r-4- §-(1)AWG#10, N -2, Red CD (1)AWG#6, THWN-2, Red Vmp =350 VDC Imp=14.8 ADC O q-(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.46 ADC -(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC ���LLL(1)AWG#10, THWN-2, Green EGC -(1)Conduit Kit; 3/4'EMT , -(1)AN#6, THWN-2, Green , EGC/GEC-(1)Conduit Kit; 3/4-EMT... -(1)AWG#10, THWN-2, Black Voc* =500 VDC Isc =15 ADC -(2)AWG#10,•PV WIRE, Black Voc* =500 •VDC Isc =15 ADC -(1)AWG#10, THWN-2, Black O g-(1)AWG#10, THWN-2, Red Vmp =350 VDC Imp=11.28 ADC O g-(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.34 ADC O §-(1)AWG#10, 1HWN-2, Red , ,,,, (1)AWG 110, THWN-2, Green EGC , -(1)Conduit Kit; 3/4' EMT . (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 MC (2)AWG#10, PV WIRE, Black • ••• Voc* =500 • VDC 1sc.=.15 ADC -(1)AWG#6, 1HWN-2,Green •EGC/GEC,-(1)Conduit Kit; 3/4'EMT ,, O ISH(1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.28 ADC J8-119280 0 0 PREMISE OYMER: DESCRIPTION: DESIGN: ��la CONT INEDIAL A THE INFORMATION USED HEREIN JOB NUMBER: PEREZ, VICTOR PEREZ RESIDENCE Asif Chowdhury SolarCity CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: nr NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 2780 BOISSEAU AVE 9.25 KW PV ARRAY PART TO OTHERS OUTSIDE NE RECIPIENTS MoOULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , 3055 gearview Way NE SALE AND USE OF THE RESPECTIVE (37) CANADIAN SOLAR # CS6P-250PXSan CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN WVERTER: PAGE NAME SHEET REV: VIE: 7:(650)638-1028, F:(650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters (631) 765-8173 THREE LINE DIAGRAM PV 5 9/21/2014 (888)-SOL-q7Y(765-2489)www.solarcltycom Label Location: Label Location: Label Location: WARNING:PHOTOVOLTAIC POWER SOURCE (C)(CB) WARNING (AC)(POl) WARNING (DC) (INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 ELECTRIC SHOCK HAZARD NEC 690.17.E ELECTRIC SHOCK HAZARD NEC 690.35(F) DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS TO BE USED WHEN Label Location: TERMINALS ON BOTH LINE'AND PHOTOVOLTAIC SYSTEM ARE PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS DISCONNECT Per Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: WARNING (P01) MAXIMUM POWER- (DC) (INV) Per Code: POINT CURRENT(Imp)-A Per Code: INVERTER OUTPUT NEC 690.64.B.7 MAXIMUM POWER- V NEC 690.53 DO NOTNECTRELO ATE POINT VOLTAGE(Vmp)_ THIS OVERCURRENT MAXIMUM SYSTEMV DEVICE VOLTAGE(Voc) SHORT-CIRCUIT CURRENT(Ise.) A_ Label Location: PHOTOVOLTAIC POINT OF (P01) Label Location: INTERCONNECTION Per Code: WARNING (DC) (CB) WARNING: ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 HAZARD. DO NOT TOUCH ELECTRICAL SHOCK HAZARD Per Code: TERMINALS.TERMINALS ON DO NOT TOUCH TERMINALS NEC 690.17(4) BOTH THE LINE AND LOAD SIDE TERMINALS ON BOTH LINE AND MAY BE ENERGIZED IN THE OPEN POSITION FORSERVICE LOAD SIDES MAY BE ENERGIZED . SOURCE IN THE OPEN POSITION DE-ENERGIZE BOTH AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC SOLAR MODULES ARE OPERATING CURRENT A EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V Label Location: WARNING (DC) (INV) Label Location: Per Code: CAUTION (D) (P01) ELECTRIC SHOCK HAZARD NEC 690 IFA GROUND FAULT IS INDICATED .5(C) Per Code. NORMALLY GROUNDED PHOTOVOLTAIC SYSTEM NEC 690.64.8.4 CONDUCTORS MAY BE CIRCUIT IS BACKFED UNGROUNDED AND ENERGIZED Label Location: Label Location: CAUTION (P01) PHOTOVOLTAIC AC (AC)(P01) DUAL POWER SOURCE Per Code: (AC):AC Disconnect Per Code: SECOND SOURCE IS NEC 690.64.8.4 (C): Conduit DISCONNECT" NEC 690 14.0.2 PHOTOVOLTAIC SYSTEM ( ) CB : Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC - A (AC)(P01) (LC): Load Center OPERATING CURRENT Per Code: (M): MAXIMUM AC _ V NEC 690.54 (P01): Point�Meter of Interconnection OPERATING'VOLTAGE CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR X014 ®C®p® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,NOR SHALL IT BE DISCLOSED -.- I���'iS SCUM MA DOOM IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, SC Label Set �� OfarC't ®oT Lmrrr EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp • The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed ,.,, ow ® Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and `N i,,• i ®1 Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL ! o i labor.The elimination of visible rail ends and .,�o, °'. Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition listed to UL 2703 , o S 02 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 as"Grounding and Bonding System" i .�^ ` ;t ' 3 Insert CompMount flashingunder upper to a more visually appealing system.SleekMount PP utilizes Zep CompatibleTM modules with •Ground Zep UL and ETL listed to UL 467 as . . _ei _ layer of shingle strengthened frames that attach directly to grounding device Place Comp Mount centered . Zep Solar standoffs,effectively eliminating the • i -___... upon flashing need for rail and reducing the number of •Painted galvanized waterproof flashing , standoffs required. In addition, composition +�° Install lag pursuant to NDS Section 11.1.3 •Anodized components for corrosion resistance shingles are not required to be cut for this with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions i _ --- y ®6 Secure Leveling Foot to the Comp Mount v, n ----_-___. _. -- __-------- _ I - using machine Screw i 0 Place module ftl° CA) " Components .,_.._ B \V _ 0 5/16"Machine Screw � A ~� 44477.11 0 ::: ° Fot 0 w '' .03 0 0 Comp Mount l .1'"" 0 Comp Mount Flashing c D a o© e/bo� iwt . 0 de % lI ® t^ '` ` AWA*, QcpmpATjm` kb 4 d0 • 'PQ`SolarCity % W (10 43 LISTED iii:SolarCi ty ® January 2013 'come a January 2013 • • ® - - - - Qe CS6P-235/240/245/250/255PX - -Ne e5lgr �� DeO_"' ®�r' CanadianSolar Black-framed gtea�thloo8 , Electrical Data , _ STC CS6P-235PXCS6P-240PXCS6P-245PXCS6P-250PXCS6P-255PX Temperature Characteristics I ). a Nominal Maximum Power(Pmax) 235W 240W 245W 250W 255W {t J{ 1Pmax -0 43%/°C t i-�' i}^�$i � i , t I N e w E d g e OptimumpOperatingpg Voltage Vm29.8V 29 9V 30 OV 30.1V 30 2V 5 Optimum Operating Current(Imp) 7 90A 8 03A 8 17A 8 30A 8 43A Temperature Coefficient Voc -0.34%/'C 111/11.1 f i 1 Open Circuit Voltage(Voc) 36 9V 37 OV 37 1V 37.2V 37 4V _ Isc 0.065%/°C 1 l l t• 1 ' - ' I Short Circuit Current(lsc) 8.46A 8 59A 8 74A 8 87A 9 OOA Normal Operating Cell Temperature 45±2°C ,,, l-1 1 i i Black-framed C S 6 P Module Efficiency 14 61% 14.92% 15 23% 15 54% 15.85% , 1"+I . ; Operating Temperature -40°C-+85°C Performance at Low Irradiance } ) '( j 1 235/240/245/250/255PX Maximum System Voltage 1000V(IEC)/600V(UL) Industry leading performance at low irradlatlon- 't ' ''t, t i Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from an i 1 t '5. ( Application Classification ClassA irradiance of 1000w/m2to 200w/m2 I Power Tolerance 0-+5W (AM 1.5,25 C) ` Next Generation Solar Module - Under Standard Test Conditions(STC)of irradiance of 1000W/In',spectrum AM 1 5 and cell temperature of 25'C • NewEdge,the next generation module designed for multiple Engineering Drawings types of mountingsystems,offers customers the added NOCT CS6P-235PX CS6P-240PX CS6P-245PX CS6P-250PX CS6P-255PX yp y 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 I 1 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(Ise) 6.86A 6 96A 7 08A 7 19A 7 29A !!!.I )...> incorporating the groundbreaking Zep compatible frame. Under Normal Operating Cell Temperature,Irradiance of 800 Wfm',spectrum AM 1.5,ambient temperature 20•C, '� y wind speed 1 m/s The specially designed frame allows for rail-free fast installation with the industry's most reliable grounding Mechanical DataI I III system.The module uses high efficiency poly-crystalline Cell Type Poly-crystalline 156 x 156mm,2 ora Busbars 1111111111111Key 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 x40mm(64 5 x 38 7 x 1 57m) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45 2 lbs) III II I I I 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 J-BOX IP65,3 diodes - - --- Best Quality 912 installation costs in half Cable 4mm'(IEC)/12AWG(UL),1000mm ' • 235 quality control points in module production Connectors MC4 or MC4 Comparable • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects Standard Packaging(Modules per Pallet) 24pcs P with auto leveling and alignment OA Current binning to improve system performance o Module Pieces per container(40 ft.Container) 672pcs(40'HQ) • Accredited Salt mist resistant li • Built-in hyper-bonded grounding system - if it's (-V Curves(CS6P-255PX) mounted,it's grounded -r - - Best Warranty Insurance �-ia---- • Theft resistant hardware • 25 years worldwide coverage r L I Section A-A • 100%warranty term coverage a I p __-_-_- I ___ _ • Ultra-low parts count - 3 parts for the mounting • Providing third party bankruptcy rights 1 , ; } 3 5 0 and grounding system • Non-cancellable ` %e 4 I r• Industry first comprehensive warranty Insurance by • Immediate coverage s �_ a' I AM Best rated leading insurance companies in the • Insured by 3 world top insurance companies 3 n-011.7 world —1eocxn —_ ', Comprehensive Certificates 2 i -82 Wm./ 2 -yjr ! • Industry leading plus only power tolerance.0-+5W , —:;,;;r; —35�, ) " • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, 1 f5 <a ��,'� • Backward compatibility with all standard rooftop and CEC Listed,CE and MCS 4 1,1.0 JO 1- 15 ' , .0 la's x :a :n •e -.,,,.gym ground mounting systems • 1509001:2008•Quality Management System ' ----_-�-.-,.--- ___..____-_____ ____ ______-___1 ' • ISO/TS16949 2009:The automotive quality •Specifications 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 • ISO14001 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 100%- • companies. As a leadingvertically-integrated listed on NASDAQ Exchange (symbol: CSIQ) in 97% Adde QC080000 HSPM:The Certification for Psuccessfully 9 ( Y d Value Fro Hazardous Substances Regulations manufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing 90% m'Warranty g solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. • OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide 80%, ' ' • occupational health and safety customers. Canadian Solar's world class team of 0% 5 10 15 20 zs • REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. Headquarters 1545 Speedvale Avenue West Guelph I Ontario N1K 1E61 Canada •10 year product warranty on materials and workmanship o a �~'C•C`� �� w� a �l , Tel:+1 519 837 1881 •25year linear power ouput warranty Fax:+1 519 837 2550 Inquire.ca a canadlansolar.com www.canadiansolar.com www.canadiansolar.com EN-Rev 10 17 Copyright 0 2012 Canadian solar Inc • • cc solar - • • = w solar - • • . SolarEdge Power Optimizer N Module Add-On for North America P300/ P350 / P400 SolarEdge Power Optimizer P300 P350 P400 Module Add-On For North AmericaI--CL. (for60•ceII PV modules) (forodulelPV module (for96-cellPV / _ s) modules) P300 / P350 / P400 �e INPUT Rated Input DC Poweri'I 300 350 400 W O Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc • ,.,, - MPPT Operating Range 8-48 8-60 8-80 Vdc • M Maximum Short Circuit Current fisc) 10 Adc 1••` Maximum DC Input Current 12 5 .•- Adc rw Maximum Efficiency •, 99 5 % • - Weighted Efficiency 9.8 8 - % Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) • x n ,,�, - „r. O Maximum Output Current - ,, 15 •,•, Adc - f.-., Maximum Output Voltage _ - 60_ _ Vdc L1 'OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer I 1 I Vdc "i r f1:.,•Y.�:kJ 'STANDARD COMPLIANCE �_^- _F__ - `� ','2l•r•: EMC �tII FCC Part15 Class B,IEC61000-6,2,IEC61000-6-3 ` s. Safety I IEC62109-1(class II safety),UL1741 'az- RoHS Yes • - 'INSTALLATION SPECIFICATIONS __„__ __, — ______�____` _ Maximum Allowed System Voltage 1000 Vdc - _ Dimensions(W x L x H) 141x 212 x405/555x 834x159 - mm/in • Weight(Including cables) 950/2 1 gr/lb y; }^ �, Input Connector MC4/Amphenol/Tyco Output Wire Type/Connector Double Insulated,Amphenol Output Wirelength _ _ _ 095/30 12/39 _ _ _ m/ft Operating Temperature Range -40-+85/-40-+185 'C/'F I, a•, Protection Rating IP65/NEMA4 • . Relative Humidity 0-100 { nixneaSTc power of a module Module ofon to.5%power tolerance allowed - PV SYSTEM DESIGN USING A SOLAREDGE--- SINGLE PHASE THREE PHASE THREE PHASE , INVERTER 208V 480V , PV power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 ▪ Up to 25%more energy ' Maximum String Length(Power Optimizers) 25 25 50 3 - + • r� Maximum Power per String 5250 6000 12750 W -Superior efficiency(99 5%) Parallel Strings+>F Different Lengths or Orientations Yes g P shading i ' I ' -▪ Mitigates all types of design forule rgmax maxich mum acosses,from e utilization manufacturing tolerance to partial. I - Fast installation with a single bolt r---- - - - - - ------------- --•- -- •-- - -- - - _ • Next generation maintenance with module-level monitoring j i - - Module-level voltage shutdown for installer and firefighter safety - f , CE CIO USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.sojaredge.us , .. r _.h, ;,t , - ^t+•a�•� ,+i - , .. , ty, . solar - • •, - Single Phase Inverters for North America So I a r' • • 12C., SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US W I SE3000A-USI SE3800A-US SE5000A-US I SE6000A-US SE7600A-US I SE10000A-US SE11400A-US F— ,OUTPUT . . SolarEdge Single Phase Inverters 9980@20811 Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA .. ... ... .... 10000 @24011 , . ,.. For North America Max AC Power Output • 3300 4150 5400 @ 20811 • 6000 8350 10800 @ 20811 12000 VA 5450 @24011 10950 @24011 AC Output Voltage Min.-Nom-Max• - - _ - / - 183:208-229Vac ,•• . . ,- - -, • - SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ AC Output Voltage Min-Nom-Max• / / / / / / / SE7600A-US/SE10000A-US/SE11400A-US Z 211 Vac AC Frequency Mm-Nom-Max• .. • .. 9 246@ 20811(w .co.. . 57-6 -6048 @ 20811' .. • . . Hz. • �.. , x ,. 1 I I 1 „,� -"' >"> -_ '',, ,•. _'� -'t;, ,- MaxContinuousOutput Current 12 5 16 @ HI 25unt ttmg32 V 47 5 A 5 Ith ry se D _ 21 240V I 42 @ 240 _ • '',•''''' �4 y ¢ ^" Utility Monitoring,Islanding ' �` `�- -' Protection,Country Configurable Yes .'.." - \ 4Ll - _ " Thresholds . - , t ° 5J•�'5.; INPUT r;a ' ' _ --" - . "•-""- =" 1-c'. '°e Recommended Max DC Power 1 3 •- _ 1 �`Wa`�ty;`t (�C) 3750 4750 6250 7500 9500 12400 14250 W m ' .\' ss .yy / '-'1'' i''.4..,„,„le .,,,.,`., ... .. ... .. .. .. .. . . .. .. • .. ), - --- • ' ^ - .M1^„ Transformer-less,Ungrounded I I Yes r '' y .`` "-•- _Max Input Voltage 5 0 _ _ Vdc D r u ' - Nom DC Input Voltage 325 @ 208y/350 @ 240V Vdc '''' - r - ,., ( 16 5 @ 208V 33 @ 208V ,":`,1"w a ( i a-T,''.• •',�`aP • 5 v" Max Input Current*** 9 13 18 23 34 5 Adc - i ;-- -----•_ ---.•_ ..- .- • Max InputS or Circuits Current -. Yes . . . . ,- ,. „ , , . ,. Adc '-- _ _ _ 155@24011 _ _ _ Reve nty Pro 30 45 Ground-Fault Isolation Detection _ 600koSensitivity _ s. Maximum Inverter Efficiency •97 7 982 - _. 98 3 98 3 98 - ••98 - - - 98 % I _ -- » ° I -" ' -' •�' CE 97.5 @ 20811 97 @ 20811 • r ^ - „� C Weighted Efficiency 97 5 98 97 5 97 5 @ 2 97 5 98 @ 240 .97.5 4011 j v- Nighttime Power Consumption <2 5 <4 W i''' `` - ! I - II { xADDITIONAL FEATURES , ,, , ' Supported Communication Interfaces RRS232,Ethernet,ZigBee(optonal). - .. .• -. ,.... •-- . . •• - .. 1-� j • • s -• Revenue Grade Data,ANSI C121 Optional r ' J .1=_" 'STANDARD.COMPLIANCE . '. - - t -I-,_ I:._._-_--`. - - _— -- Safety UL1741,UL36998,UL1998,CSA 22 2 ^ " - ; �., le'- Grid Connection Standards IEEE1547 _ - , '4`'' 's I -a• I• T .-1 ' Emissions FCC part15•class B i '' INSTALLATION SPECIFICATIONS ^I ilgf;ji`� AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG''f,'',;^f.' DC•input conduit size/#of strings/ . )` , ( -2_ ' - 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1.2 strings/14-6 AWG ,. AWG ranee.. „ , , , ,, - . . , , ., .. , t . - - - •• ---•--•- --- fs,., Dimensions witiiAC/DCSafety 305x125x7/ 305x12.5x75/ in/ 305x125x105/775x315x260 ,i`. ^ IA . � `.z, s Swrcch(HxWxD) _ 775x315x172 775x315x191 . . -• mm • . -- Weight with AC/DC Safety Switch 51,2/23 2 54 7/24,7 88 4/40 1 _ Ib/kg ,„ "r r ` v ,. - , ., Cooling ., , ,. . . . -. .. Natural ,.. .. .... reP ab , ., : r .0 , ,,,=m - ^ Noise <25vec <SOlac dBA Convection Fans(usere le) • The best'choice for SolarEdge enabled s sternsMin - ' •- •• • • ' • • • ' • - ' •- " g y _ - -Max Operating Temperature -13 to•+140/-25 to+60(CAN verson••••-40 to+60) °F/'C Integrated arc fault protection(Type 1)for NEC 2011,690:11 compliance Ranke -- i - - " ' Protection Rating. NEMA 3R Superior efficiency'(98%) M - •For other regional settings please contact SolarEdge support. I •'Limned to 125%far to at ons where the yearly ave age high temperature is above 77'F/25"C and to 135%for locations where it is below 77 F/25'C. -— Small,lightweight-and easy to install on provided bracket , For detailed information,refer to lino.//wwwsolaredee us/files/Dills/Inverter do oversamg euide.odf • Built-in module level monitoring - ' , - "A higher current source may be used,the inverter will limit its input current to the values stated i 1 ""CAN P/Ns are eligible for the Ontario FIT and microfIT(miceoFIT exc.SE11400A-us-CAN) A. Internet connection through Ethernet or Wireless • - Outdoor and indoor installation - N ti__. \- -- _,. _ _ - Fixed voltage inverter,DC/AC conversion only ` - - ° ▪ Pre-assembled AC/DC Safety Switch for faster installation ° i , , Optional—revenue grade data,ANSI C12.1 a rC1—• !4CI REc S Ei� - - Ro USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us ^`S1,,Ed Iii l ,is.Ie..All r,ha I.,ii w4 SOt.Wit.IAA.Ih Scl n Exit.lugv,CPI INI1/I_i3r COL ARF DOE rr trail.n.arks or tigisii,it 1 81,.. f I. Iwi td(, itis I pies h All i,lni.i h lent ohs.1II'innl i h;,5i• + are liiii Ad vRS 9`Sinn Suv,1n'-.1,19.0:i1"0312.11 V,"2.4tll F d l4"h,it ya 111.1•lit e r tic.,,,