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Home My WebLink About40521-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o • 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#: 40521 Date: 3/14/2016 Permission is hereby granted to: Di Borghese Castello LLC 17150 CR 48 PO BOX 957 Cutchogue, NY 11935 To: install roof-mounted solar panels to the existing building as applied for. At premises located at: VoI� N�-r- 1�� 17150 CR 48, Cutchogue SCTM # 473889 Sec/Block/Lot# 101.-2-18.3 Pursuant to application dated 3/10/2016 and approved by the Building Inspector. To expire on 9/13/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Bu' ding Ins ctor Form No.6 ;r 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: r, 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual r tural',or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l°(o lead; 5. Commercial building. industrial building,, multiple residences and similar buildings and installations,,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00. Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00. Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 ; 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: ` Old or Pre-existing Building: (check -(che�ckk one) ` / C�1,c, Location of Property: r- l5® �t U 4+1 ` o', 70 � C'�O" _ h Y � �r [ ✓`J House o. II Street Hamlet Owner or Owners of Property: i l �)0 �ta Suffolk County Tax Map No 1000, Section Block Lot �S s i Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / -v/ i Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted:$ koutc Applicant Signature �sr; • r;• CONSENT TO INSPECTION IV I I I �ol(�nn 1 g esL Cas+e 4 ori hese ur , the undersigned, do(es)hereby state: Owner(s)Name(s) '4] That the undersigned (is) (are)the ow er(s) f e prepises in the own of Southold, located at_L-7 _1) COV!/1 d e which is shown and designated on the Suffolk tounty Tax Map as District 1606j, Section (0 ( Block _, Lot That the undersigned (has)(have) filed, or cause to be filed, an application in the South ld Town Buildi g Inspect is Office for the following: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premisgs comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: l l� (Signature (Print Name) (Signature) (Print Name) FIELD INSPE t��71�E Ohx RATE FQUND,A ION(1ST) ................ .. ...a-.-.. .... FO=4TION(M)) z ROUGH FRAMINQ& INSUT,ATXON PES.N.Y. , H STATE ENE,ROY OODE FINAL a D4 If lkl000l 1. bVtA � z f TOWN OF SOUTHOLD BUILDING PERhr11T APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following-before applying', " Y TOWN HALL Board of ilealth i SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-95025� I urvey_ SoutholdTown.NorthFork.net PERMIT NO. l Check Septic Form NYSD.EC Trustees Flood Permit Examined 3//4 -20 Storm-WaterAssessment Form _ Contact:�J((S 1Ct�(��i ✓�� 11 i Approved^ 20� — Mail to J Q S Oun %i"C Phone u „ Expiration _0 Nd Bui ins Inspect r •' APPLICATION FOR BUILDING PERMIT UTOWN i�q'F SAU�O� 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 budding 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 afiecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit foi 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,acrd regulations,and to admit ` authorized inspectors on premises and in building for necessan,inspections. Jmi o (Signature of applicant or name,if a corporation) I ( taili�r�ddres� ppli l�t � �( lj State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder k vc�Q C�yrffa �- v>/ Name of owner of premises Usk(Jo B hm C G i N(16 eSic— (As on the ta, roll or latest deed) If applicant is a corporation.signature of duly authorized officer (Name and title of corporate officer) Builders License No Plumbers License No Electricians License No. 0 Other Trade's License No. 1. Location if land on% ich pro osed w rklwill e done: rV _ 4uj� we- House NumberStreet I Number Hat etE� lHat et County Tax Map No. 1000 Section 1 Block Lot I �d Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1° b. Intended use and occupancy 3. Nature of work(check which applicable):New Building ition Iteration Repair Removal Demolition Other o 1 (Description) 4. Estimated Cost Fee x (To be paid on filing this application)'! 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancyspecify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alte'rations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner I' 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES_NO Will excess till be removed from premises?YES_NO �- C l tlCxr+n i 1 hCSC, '� C u '14S 14.Names of Owner of premises 1 Add0es�s I��Qpg l0.�I S +P Name of Architect PW '1 , Address W2 n� SW►I one o i� 3 ` 45 Name of Contractor l;0_5dA k4f\tAq Address Phone No. idl--(-1 N �l �- 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. 1 STATE OF NEW YORK) SS COUNTY OF ) }O � a r being duly sworn,deposes and says that(s)he is the applicant ; e o (Name of individual signing contract)above named, 7 co O � U (S)He is the C (Contractor,Agent,Corporate Officer,etc) N Q Uj `O 0 y m of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application: U vs 2c that that all statements contained in this application are true to the best of his knowledge and belief.and that the work well be E, m c LU y performed in the manner set forth in the application filed therewith. 0 CL Z —' Swo to before me tl E 395 day of i e t 20 Q! ° � U O > Z M Notary Public Signature of Applicant f Scott A. Russell ,��°SUFIr� �T�O�][��[\�V.A\'' [�lE]E� SUPERVISOR 0 4AN AG JEJ\\1 1E NT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUMOLD,NEW YORK 11971 Town ofSout�old'� CHAPTER 236 - STORMW ATER MANAGEMENT WORK, SHEET ( TO BE COMPLETED BY THE APPLICANT ) VOL V DOES THIS PROJECT ]IN 'E A-1'\7-Y OF THE FOLLMIVING: Yes INO iCHLCK ALL-1 H V1 APPLY) ❑ffA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 1:113/13. Excavation or filling invoiviric, more than 200 cubic yards of md't' erial' \vithin any parcel or any contiguous area. ❑dC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ;� ❑d D. Site preparation \vithin 100 feet of wetlands, beach, bluff or coa,*8fal ",.. erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i! 00/17. Installation of ne\,N,- or resurfaced impervious surfaces of 1,000 square, feet or more, unless prior approval of a Stormwater Manageme'n't Control Plan was received by the To\vn and the proposal includes ' in-kind replacement of impervious surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your game, 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 Coi,i.trol Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.Nl. 1000 Da t a APPLIC ANT (Propeit%0�%noi 0�,,ign Piofv�-ional Agent Contractoi Other) Di:tnct tict4— t"A -1 NANIC %(QA 11DI a 1 5 3 -7� V Scd ton Block Lot � 'i`��(1 _ "�'x FOR BUILDJN'G DEP.DNIEN-F US-L OXL) ? A Contact Int"Ormation. A F 17A Re\ie\�ed By- - y- - — — — — — — — — — — — — — — — — li Date: PropertN, Addret-s/ Location of'Con,:Itruction NN'Yor'- — — — — — — — — — — — Appimed fol pioces�ing BmIcling Pei mit. \FLI Stoi im\aler Management Control Plan Not Ike(IL111 ed!. — — — — — — — — — — — — — - -- — — n wtt:�:: Stoinwater Management Control Plan is Re(iijire,1 (Fo:wai d to Engineei ing Department fol Revie\ FORNI SiMCP-TOS iMAl'2014 ri 1 Town Hall Annex Jt Telephone(631)76.5-18021 54375 Main Road cn (631)7659950022 P.O.Box 1179 G Q roger.dchertt #own.southoltl nv us ' Southold,NY 11971-0959 BUILDING DEPAR'IW]ENT , i, TOWN OF SOUTHOLD APPLICATION FOR'ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: g H G Address: W10 SDQrl� NL 0A-+1-hjdL Ut I1�S Phone No.: G2SL1-1 O Q 4 , JOBSITE INFORMATION: (*Indicates requ�ire"d information) *Name: ��Uvo 8�_, *Address: I lJ D �� *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section:_` Block: Lot: C' r *BRIEF DESCRIPTION OF WORK(Please Print Clearly) s (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final' t *Do-you need a Temp Certificate: YES! NO •, I Temp Information (if needed) ,_ 1 *Service Size: 1 Phase 3Phase 10Q 150 200 300 350 400 Other"; r *New Service: Re-connect Underground ' Number of Meters Change of Service Overheads; , Additional Information: PAYMENT DUE WITH APPLICATION S60 82-Request ror Inspection Form h New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK.11747-3129 Phone (631)7564300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^"^"^ 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1455 663-3 UNTIL 06/08/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certtcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE MATTITUCK, NY 11952 1d.Federal Employer Identification Number of Insured or Social Security Number 204209085 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of.Insurance Carrier (Entity-being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box 1a": ; TOWN OF SOUTHOLD DBL254520 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 4.Policy covers: a. All of the employer's employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: 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 NYS Disability Benefits insurance coverage as described above. Date Signed 6/3/2015 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Workers Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Workers Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with inspect to all of hislher employees. Date Signed By (Signature of NYS Workers Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of i those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) I ' '•a Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box"Y on this form is certifying that it is insuring the business referenced in Box"1a"for disability benefits under the New York State Disability Benefits Law.The insurance carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box"2".This certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent,or the policy expiration date listed in Box W. Please Note:Upon the cancellation of the disability benefits 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 NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of state or municipal department, board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however,shall be construed as creating any liability on the part of such state or municipal department, board,commission or office to pay any disability benefits to any such employee If so employed. (b) The head of state or municipal department, board,commission, or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. DB-120.1 (12-13) Reverse EASTE10 OP ID:SV . 6. O CERTIFICATE OF LIABILITY INSURANCE DATE/17/2016 ) �f 07/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME' A•Joseph Stepnoski NeefusStype Agency,Inc. PHONE FAX 711 Union Avenue A/c No,Ext:631-722-3500 A/C No: 631-722-3591 P.O.Box 2340 ADDRESS-Jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE MAIC# INSURER A.Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B. Keri Peterson 7470 Sound Ave INSURER C. Mattituck,NY 11952 INSURER D: INSURER E• INSURER F. COVERAGES CERTIFICATE NUMBER: 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. INSR TYPE OF INSURANCE ADD BR POLICY NUMBER MM/DDIIYYYY MM/DD/YYYY LICY EFF POLICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE T OCCUR CBP7066979 07/14/2015 07/14/2016 PREMISES Ea occurrence $ 10-,000 MED EXP(Any one person) $ '61000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY ]JECOT- F—]LOC PRODUCTS-COMP/OP AGG $ 2,00,00OTHER $ BINED SINGLE LIMIT AUTOMOBILE LIABILITY COM $ Ea acadent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per acadent) $ AUTOS AUTOS HIREDAUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident L $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER H ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ w DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 1 i 1'i ttif CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE" THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED O IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ire- — @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD nK LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953.fax(631)543-1526 E-mail:Ics4d@aol.com Wednesday, March 02, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Ninety Five (95)260 W P. V. Roof Top Solar Panel Array, 24.70 kW Total Output,for Borghese Residence—17150 County Road 48 Cutchogue, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will'be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, 1/2" plywood decking,2"x6"Douglas Fir rafters at 16" on center, with 35° roof pitch for Array #1, 90 roof pitch for Array #2, 2"x12" Douglas Fir roof rafters at 16"on center. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Arrays 1, 2 dead load: 2.8 lbs/sq. ft. Total Weight of Array 1: 2845.6 lbs 1 Total Weight of Array 2: 1897.0 lbs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, Auigiidio Kciandra, P. E. l� of NEVV Yo AS v '9 � 9 � �SlCO 060935-1 pROFESSOO 2 4APPVED-AS NOTEDDATE: b.P.# DS ELECTRICAL FEE: i D BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTM AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING RETAIN STORM WATER RUNOFF 3. INSULATION PURSUANT TO CHAPTER 236 4. FINAL - CONSTRUCTION MUST OF THE TOWN CODE. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �� IA�Il�a6Q�� DEC ��I�HH�EES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF ��UPAsNCY SCOPE OF WORK r . ' DESIGN&DRAFTING BY JAMIE MINNICK ---_- NABCEP CERTIFIED I -L 051112-129 TO INSTALL A 24.7 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE - _ BORGHESE RESIDENCE, LOCATED AT 17150 COUNTY ROAD 48, CUTCHOGUE,NY 11935. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED \_ REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. DESCRIPTION DATE REV THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. ORIGINAL 02-08-2016 SYSTEM RATING 24.7 kW DC STC EQUIPMENT SUMMARY 95 HYUNDAI 260W MONO 60 PV MODULES 9 * r 2 SMA SB770OTL-US-22 INVERTERS CONTRACTOR I SMA SB60OTL-US-22 INVERTER I IRONRIDGE XR1000 MOUNTING SYSTEM SHEET INDEX PV-1 COVER _ - = L _ t PV-2 SITE PLAN of NEW = /( �� SOLAR UNIVERSE PV-3 ROOF PV LAYOUT 5� �c ScrgNo • I = 1 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS &SECTIONS `�� f MATTITUCK, NY 11952 GOVERNING CODES PROJECT LOCATION LICENSE # 43889 H fi U/ 2011 NATIONAL ELECTRICAL CODE y �2 PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATEs� 060930 a0 UNDERWRITERS LABORATORIES (UL) STANDARDS OAROFESSIoN�� , i , v i' w Lf) OSHA 29 CFR 1910.269 *N C) co M GENERAL NOTES .. 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME. �. Z 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED it APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, (� 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, O FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF --} SAME PRIOR TO COMMENCING WITH WORK. AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE " ® , F JURISDICTION. 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR Y Ln 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS 3 F" co EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND - THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER > PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ` SHEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. > zY COVER SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ' DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY T ;, N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. DRAWING SCALE 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS FROM THE SITE AND DISPOSE OF IN A LEGAL s7x ,F N.T.S.0� ENGINEER'S CERTIFICATION OF THESE PLANS. �p MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS - 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE ' WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL �+ ®I EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS PRIOR TO RELEASE OF FINAL PAYMENT. ®® RESULT OF HIS WORK. ENDESIGN &DRAFTING BY. JAMIE MINNICK ABCEP CERTIFIED 051112-129 REVISIONS DESCRIPTION DATE REV ORIGINAL 02-08-2016 CONTRACTOR NEW Y y`P \ BCIgN�RAF LEGEND 4y EXISTING UTILITY METER )} / SOLAR UNIVERSE MAIN SERVICE PANEL r( e 7470 SOUND AVE N7-9 EW PV SUB-PANELS t EeD93J� MATTITUCK, NY 11952 CO DISCONNECT INVERTERS DRIVEWAY +MBINERT2s D � G`�� LICENSE # 43889 H e GND ELECTRODE Fi � AROFESSION�" PV MODULE PROJECT NAME RACKING RAIL 164" O ATTACHMENT POINT �/� W 00 '14-00 Ln -- -RAFTERS Z o o V -*-ROOF PITCH ANGLE O�° O 9SUNRUN METER ,IryVENT0 OPLUMBING VENT p� O ^�° @ A A ®SKY LIGHT �^1°^ ^ ®CHIMNEY co`� V v� v� � W OSITE CONDITO SHINGLES GOODCONDITION g TRIM/IREMOVE TIAL SHADISNNECESSARY 3 n u e G ISSUES (D 0 ® D m c) 0 � SHEET NAME SITE PLAN DRAWING SCALE N.T.S. CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 2 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED !. 051112-129 NOTE ` a X^10 REVISIONS �V DESCRIPTION DATE REV "SPACING BETWEEN PV MODULES TYP o (OO ORIGINAL 02-08-2016 DIMENSIONS ARE FROM EDGE OF PV MODULES 011> O !\ TO EDGE OF ROOF SHINGLES TYP 0 0 1.5 LEGEND 62'-10;" EXISTING UTILITY METER 18"FIRE SETBACK" RIDGE IN SERVICE PANEL I " NEW PV SUB-PANELS A/C DISCONNECT COMBINER CONTRACTOR NVERTERS ARRAY #1 GND ELECTRODE 57 MODULES _ PV MODULE 35"PITCH - 226°AZIMUTH RACKING RAIL , I i±ffl19111I O ATTACHMENT POINT NMI 16-t4 ---RAFTERS '*-ROOF PITCH ANGLE _jTSOLAR UNIVERSE7470 SOUND AVE �SUNRUN METER MATTITUCK, NY 11952 ®VENT LICENSE # 43889 H OPLUMBING VENT ®SKY LIGHT I I I - I- I _ _ ' I I I I I , I I � , PROJECT NAME r 1•_01.•• ®CHIMNEY ®COMPOSITE SHINGLES T 44W00ul GOOD CONDITION V ❑POTENTIAL SHADING ISSUES ARRAY #2 U M TRIM/REMOVE AS NECESSARY 38 MODULES Z 9°PITCH -METE 226°AZIMUTHLa- ® < r• 10''x" 0 I LL I I I i � I ' I I W i I I I I I I I , I 1 1 1 1 1 1 y�P of ry LJ.I Z NEW w O O� I I ! I l ! ! I ! ! I ! ! ii Illllillii ! I ! i ! ill ! ! ! il 111111 11111 = C- 2 ill' I ! ! iii ! llll ! III ! il ! ! illil ! lil � illli ! Illill C� ® U r � ' ! ll ! SII IIIIII ! � ! I ! 1 ! iIIIII � ! I Ilii L tC� 080930 m P V PROFESS10 N�'� ! ! I l l l f ! f I { '- il ! ! I III IIIIfIIilJljl ! ! ill ! IIIII ! ' 111 ; ! 1 ' I ! Illllllil ! Illlilii ! lll ! III ! Ili I � I SHEET NAME j ! lllllIIII { ! II ! I ii ! ! II ! Ill 111 li ; l 11111 ; 1 ! ROOF DETAIL CONSTRUCTION SUMMARY = LJ (95) HYUNDAI HIS-26ORG(BK) PV MODULES (2) SMA SB770OTL-US-22 INVERTERS DRAWING SCALE (1) SMA SB6000TL-US-22 INVERTER N. T.S.130) ATTACHMENT POINTS @ 64" OC MAX. . (631.8) LF IRONRIDGE XR1000 MOUNTING SYSTEM CONSTRUCTION NOTES ROOF TYPE = ASPHALT SHINGLE ROOF/ARRAY #1 - PITCH: 35°, AZIMUTH: 226° 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE ROOF STRUCTURE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER ROOF/ARRAY : 2X6 DOUGLAS FIR RAFTERS @16 O.C.9°,AZIMUTH: 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. R - PITCH:STRUCTURE = 2X12 DOUGLAS FIR RAFTERS @16 O.C. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ��-� ROOF STR t t LOAD CALCULATIONS ARRAY #1 ARRAY #2 ITEM DESCRIPTION ARRAY #1 ARRAY #2 Module Weight 41.2 Lbs 41.2 Lbs DESIGN&DRAFTING BY. R) Rafter 2x6 D-FIR @16"O.C. 2x12 D-FIR @16"O.C. JAMIE MINNICK # of Modules 57 38 (D) Deckle 1/2" PLYWOOD 1/2" PLYWOOD Total Module Weight 2348.4 Lbs 1565.6 Lbs NABCEP CERTIFIED Total Length of Rall 379.1 Ft 252.7 Ft (RB) Ridge Beam/Board 2x8 D-FIR @16"O.C. N/A 051112-129 OF NEIv y° (J) Joist/Rafter Tie 2x8 D-FIR @16"O.C. N/A (RB Rall Weight is Foot 1.9 Lbs 0.4 Lbs y�P �° SCIA. �� (P) Pitch 35° 9° / REVISIONS Total Rall Wel ht 341.2 Lbs 227.4 Lbs J R (V) Hel ht N/A N/A l R) DESCRIPTION DATE REV # of Standoffs 78 52 (H) San Width 24' 26' `� ORIGINAL oz Gs-zo16 Wei ht per standoff 2 Lbs 2 Lbs Total Standoff Weight 156 Lbs 104 Lbs / Total Array Weight 2845.6 Lbs 1897 Lbs t �� Point Load 36.5 Lbs 36.5 Lbs 2�. 060930 t1d Total Arra Area 1014.6 S Ft 676.4 S Ft ,o � Array Dead Load 2.8Lbs/Sq Ft,2.8Lbs/Sq Ft ROFESSIOPI� As per ASCE 7 - Method 1: fig -2 to e - P net =0 Kzt I Pnet30 eq 6-2 Kzt sec 6.5.7 1 net to e - # CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust CONTRACTOR 9 rY g pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, In. A # 20 120 # 468 5/16" x 6" Stainless Steel 64" B # TYP. TYP. # TYP. Lag Bolts R /p Roof Section \h # # D SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 TABLE RR301.2 1 -_� J, LICENSE # 43889 H CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA___- _ (P PROJECT NAME _WIND SUBJECT TO DAMAGE FROM _ _ __ GROUND SPEED FROST _ �I-� Cn SNOWEI __3 SEC _SSMIC _LINE _ICE SHIELD_ _ LOAD_ GUST _DESIGN_ _ _DEPTHb TERMITE° _UNDERLAYMENT FLOOD LL) (PSF) (MPH) CATEGORY WEATHERING" (FT4N) '�— REQUIRED9 HAZARD ROOF FRAMING DETAIL ® O _20 110 _ C SEVERE _ 3'-0" _MODERATE _ YES ^NO _ SCALE: 1/2" = 1'-0" 1 U Z TO HEAVY W For SI.1 pound per square foot=0.0479 kN/m2, 1 mile per hour=1.609 km/h a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural W Z requirements of this code.The weathering column shall be filled In with the weathering Index (i.e.,"negligible," "moderate"or"severe")for concrete as determined from the Weathering Probability Map[Figure R301.2(3)] The W grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216 or C 652 MODULE MOUNTING CLIP b. The frost line depth may require deeper footings than Indicated in Figure R403.1(1) The jurisdiction shall fill In the SOLAR MODULE frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL 3/8" a� BOLT AND NUT c e jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has (� C) been history of local subterranean termite damage d. The jurisdiction shall fill In this part of the table with the wind speed from the basic wind speed map[Figure ALUMINUM"L"BRACKET R301.2(4)] Wind exposure category shall be determined on a site-specific basis in accordance with Section SHEET NAME R301.2.1.4 ALUMINUM FLASHING e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section STRUCTURAL R301 2 2 1. 2 x 6 RAFTER ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS f The jurisdiction shall fill 1n this part of the table with(a)the date of the jurisdiction's entry into the National Flood STEEL LAG BOLT WITH Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the 2 1/2"MIN THREAD PENETRATION date(s)of the currently effective FIRM and FBFM,or other flood hazard map adopted by the community,as may be WITH GEED EL 4500 SEALED DRAWING SCALE amended NOTED g. In accordance with Sections R905.2 7.1,R905 4.3 1,R905 5.3.1,R905.6 3.1,R905 7.3 1 and R905 8 3.1,where N AS there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this partof the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO" SHEET NUMBER I. The ground snow loads to be used in determining the design snow loads for roofs are given 1n Figure R301.2(5)for sites at elevations up to 1000 feet Sites at elevations above 1000 feet shall have their ground snow load Increased MOUNTING DETAIL PV-4T from the mapped value by 2 psf for every 100 feet above 1000 feet SCALE: 1 1/2" = 1'-0" 2 SUKON Y '3,0 Y �;-; ,10(3),L—U,``, 3 8 00 L—US /4000TL—US / 5000 T iL-U 5 / c6)0 0, 1._U S / 7 000T L—U S / 7700 L—U S �' �t t �' t I' "`� �.t 4 I ,• i ' 11` `r}9� 1[rD0y11i}�F' �_ �, i� l,'- ,,.''� I �'I�"':�!' it�• _ " 1 ''' " it �, "I�`, s� � t�,, Il tµ;,•�;u4'�A�} t r; �•�i� q �r' �;5��'�. - i, fl�,�+ � ��) a, y,�� 'li illi ��tl, ��_J• i '�� 'y,-' �� ,i� �a'� <<� �'�}',�{��°It,�'�,';�� r `z - i if � ,. —_,.^_ mit - '� '} �� M'`7'"1+'"i ',i;"., Yi1 c 1r j r`�',•, ^y '`"`;�" � G -f tl �j` .. - t �)d � �1•e''r, ; ;'�, d�('"• _ �,�-�{'-�e-"t 7�i ��;ti''{,Its?. I�� ,r t, '��zb r• �r� - - - '_ — -- - — —,-.� , (.1 °�J;}i'J:s.�z{' ri ;ltt, ,'I ,�+.l a�;� �ii'��p », [0 4t,}i�' j THE WORLDS ONLY ,� r �� SE-It REP�O1�4''ERSUPPL�r h ,I'� It s F�, 01- ,a! w�1u,4 odt4t=' ', ,x.cac.y � � rWl 1_ .1 ^k nter„te s i =} Its t Certified' i Innovative �N~M !r Powerful "Flexible z Jk f UL'174'1 and 16998 compliant ! Secure Power Supply provides, ! •97.6%maximum efficient i; •Two MPP trackers rovide P PPyP i Y P i,.„. ? Integrated AFCI meets the require- !> daytime power•during grid outages f I •Wide input voltage'range; numerous design ments of NEC 2011 690.11 I 1 + •Shade management with,OptiTrac' `i;' Extended operating ` - I' i •+?r`�`', Global Peak MPP tracking temperature range i SUNNY BOY 3000TL—US / 330OTL—US /4000TL—US / 5000TL—US / 6000TL US / 7000TL-US / 770OTL—US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next','. ' step in performance for UL certified inverters.Its transformerless design means high efficiency and reduced weight.Maximum;; power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and;'l OptiTracTM Global Peak mitigate the effect of shade and-allow for installation at challenging sites.The unique Secure Powery'i PpEWTif'rSupply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovativ' ME * features make the Sunny Boy TL-US series the first choice among solar professionals. s SNR 14'4DIMPot ;t :• i ' u -•-G, Sunny Boy 3000T4US�j�'_Sunny Boy itEl L-US, - f Sunny .Boy.4000TL-US 6 Technical data t--- -_ - --� --— x`208 V AC -240 V AC I 208 V ACS t- 240 V AC 208 V AC_ 240 V AC � [ __ _._ _1 L__ _ J L._ Input(DC) Mausable DC,p6wer(@_cos°P=1)_ ,__.� ' ^�I _3200 W, - 4200 K _ ---4206w -600 V�__�___� _Rated Iv1PPTboltage range_ r `_ 175=r480 V_!_� _�_-_175_480 V [ 175-480 V _� -- ; ' - -- �MPPT opprahng voltage range _ _'_ _ �[-' --125-x500 V_---_ t _ _125 X500 V ]L 125-500 V tJ�n_DC voltage/start voltage_-- - - -- -T_�[T-� 125 V j150 V _V�'-77 _l 25 V/150 V' --�C_- 125 V/150 V ' _- Max_operatingJnput current/ Oe-r--WP 6ra" r _{ __ (�_ 16 A/15 A-- --�1 24 A%15 A -�_�Lr__24 A/15 A Number of MPP trackers/strings per MPP tracker Output(AC) _ AC nominal power!.r.__ -_ '._. _w _ ' r _._._i 3000 W- _3330 W _J,-3840 W _]L :_4000 W !;^),N1az AC apparent �r��3000 VA ~~- I _3330 VA'��[ 3640 VA j[ - 4006-V stl-Nominol AC volts' a ad ustable'_ _ - 208 V•/ ,( 240 V 208 V _�L._ 240 V _ 208 V�_ r240 V • _ g_i-_I !C_.- i-- C--- _-_7_ -1` �_i �C_-i-� _ice 4`1i<ACvol�9_^9_� -` ---= _ �T ��C �T�� -- --- �� -- -JL --- _- -I --1 -264V I e -to a ran e _ 183-229 V 21 1 -264 V 183-229 V 21 1 -264 V 183 229 V -21 �_,AC gnd'frequency,irange___-_,- _� 60 Hz 59.3_60.5 Hz I x6OH./59 3_60.5 Hz L _Max_output current _ Output phases/ coction Irnenne s _-_- _ - ]L-__�l/2 -_�-I _t_/2 - !L� '- 1%2 ] Harmonics - __i -—'- �-' -� C _ 4% _--- i--- -- - 4��- ---- I C-�- 4%! Efficiency -97 'CECefftcien' L 95% _ _. 0 5 - Protection devices DC disconnection device__, '_ _ _ _ _ r• _ DC reverse polaiiy_protechon; -. t, FGroundfquh monitoring/Grrd monitoringV L-1 AC short circud rotechon, ;LAII-pole sensihv_e,restdual current monitonng_umr _,�-i_.____-i j•___ __� _ __ _--__- _��`__�- Arc fault circud interrupter,(AFCI)compliant to _ _ _ ( -otection_class_/oyervoltagecategory'_.____,___,_�_•___,_- �--�` __I/k_- General V-_ _General data ' n _W_HD _m - _y-_ [ �Di5 L 'DCDsconedtm � _27 90 J7.AL11 -Packm_g dimensions!('%H/D)m mm�inJ____-_-.-�i�](_W - _� '--=617%597%266_X24 3,%235% ' DC Disconnect packing dmens°ons(W/H j D)in_mm_(m�_v�] ^-_---' 370/240%280_ A/ 1A_ ', ,9 Weight/DC_Disconnecf weight =i____ _,_-_�;[ kg_(8 Ib)� C11 1 Packingweight/DC Disconnect le-pe . pac_kyin_g_w_e°'gg Oprahngmratu (remnge___ -34.05 � {Noise emission,(typical)' .• _t Jnternal'consumptionat mght _____ _ _ iy�-_- <1 W, ----i L ___ -�1_w _j[ Transfo merless r'1 Transformerless �v Transformerless M rf fes_ t------- s r---_�---_- j_, Convection _�j--_ Convection° I L.--_ Convection—� Electronics protection rating _ _ _- _ i_--_ 1 -- NEMA 3R. t_ Features rt.G_Secure PowerSuPPJY-�- ---- --- --r , - -1 - `�„ - - - —�;----- - - ------ _� _ ! - DisplaY_9raphic_ _ _ _-_= Interfaces RS485 S eedwire ebconnect-_ -' O O- _.�r O O `' - 40 O _ _— _ ___ ----._� .j-p-- -- j -- --J i-- - - - /-- -- ---�� Warranty:•10% _Certificates and permits(more available on request)__!-_�j�UL:1741,UL 1998,_UL 16998,IEEE1547,_FCC Part 15_(Class_A 8 B),CAN%CSA C22.2 107.1-1 L,-t NOTE US inverters ship with gray i;,•-'T a desi nation_' _ ,- _ _�=i, . _-_. -- --- ___--� - - -- -- -_.- ----- -- -- _ 3000TL US22_--__•�__�__ S8 38007E US-22-____-__][_ SB AOOOTL US-22 i S4�ii�' 6 -----•------------------------------------•------------------- „ ............... Efficiency curve SUNNY BOY 5000TL-US-22 240Vac j -"-- -- Accessories' A ' �PL 99 .— V a eedwire%Webconnect R5485 interface96--- /� _ - —_- - � edace ` DMd85C&LS10DM US-10 i 9492 ve - j Fan kufoiSB3000/3800/ � � I! t t£ 40-f �- - _ _ 4000%SOOOTLUS 22 _ �- _ ? FANKIT02.10 I` ! 88 Em iV„ 175 Vl i E'a(VH=400 Vf B6 I,e.— -- Eta[Vn=480 V)- V,,,,M I 1 - , # • r 1 'a4�i;,' 00 _ 02 04 06 08 �10 II ` .,f 3J1` Standardfeature optona feature of vadab Output power Rated power ------------------•----- - ------------------------•• Data a nominal conditions 1 At r-_..-_-... ,— _F�_. Sunny Boy 5000TL-US ;Sunny Boy 6000TL—U5 - _L,- Su1nny Boy_7000TL-US' j�� _Sunny Boy 7,700TVUS .%I _ j V j I 208 V,AC '�'i 1 -240 V AC L 208 V AC ;moi r 240 V AC ,is; 11 208 240 V AC ��---5300 W -- -- -600 V -- - 1✓- --- 600 V _ I_; '��600'V 7- r-'. 175480 V 21'0- 2 80 4 V .,..��_ - 45`480� _��_____a��,-•..�_:_ 270,_480 V...,._�lv�,t(_.x'�f . - �- 125 500 V5'125`QglV�_ ! SOOV___A 125 V 150 V_ r 125 V 150 V _ _ q i`-`--7 125 V%150,V�- - -�L _�r L25 V/150 V --30A/15A•___�.=_.�i__—___-._30A/15 A_--�t_,. 3_0_A/18A,.,_ _.�. __yam___.--_;x.,.'30A/18 A_.c'..'e_i_._,_..•'11�' 4550 W;=�_- 5000 V✓--"1 f 5200 W�.j� 6000 V x._6000 W � f7000 W1 +__66029=1-] 7680 Wu k"' 4550 VA� I_X5000 VA__A })~x_5200 VA =�,_600_0'_VA__,_']i 6000 VA_.-6_i_„-7000_VA ��_6650 VA_.�_��-'7680 _=I�2.08 V/�--;L_-240_V/ 208 V/ '� [x_240 V �'t L-:::2 08 V/A �_� __240 V �'_ [ 183=229 V s 211`264 V3__2.29 _183=229 V__T �_''_211 X264 V i�._1 B3,229,�V__� 2.1 I- - — T- s- _ 2 - - 60 L- _�60 Hz%59_3 �60 5 Hz _��y L 60 Hz/ 9 3_ 5 -60.5 jz_ j� 25A - ��T�. 29.2A _ 'l32AJ_i �_ n __ .. �_ _ '1,7 -71 _ _l C..-�- .d %2v7 .�_� _ >%2, 0%_ 96_8%--- 7 C - 9618 970%___I_' 965%__,.J(f{_-'-_-_-970%-_�`�7=96.5% E- 965 _ )1�_ 96'S% �€�' 9_6_.5°k_ ._r �._ - -^-_----�_��-�.---_^_ -', _-�-'^-'_ ----•--�- --r-` '------ "�'-.-,lam'-.i.1 490%519/185(10j5!7.3)`_ .'�_�_ - � �._ lti ,_J 4; ^ i-_ry • _187%297/1907%7.5)'__ ._-s�-- 266 (24 3/23 A/10 5J� 004 . 1 70%24 )3 r, 24 (53 Ib)./_3.5 k9_(6 Ib) =L'27 kjT 016V 3: kg_(8 Ib)-..:.. C..+60"C (-40°F +140�F) <29d'BIA)�Avs�v;_ 1 �= Transformerless -_;�,_-�- Transformerlass� � Jransformerless=_____.,,,, .��-_��,,�.Transformerless,�l^_ -'_':�g ��Conv_ection _ -�L__- __ - L__ Fan NEMA 3R rNEMA 3RT_ �r NEMA 3R T� _ -T NEMA 3R ,r,3 I I . ` _7 7_0%0 1t-- - - t = 77-6,_7 iM_ — TUL1741,UL 1998,UL 16998,IEEE1547,FCC Part 15(Class A&B),CAN/CSA C22 2 107 1-1 -58 5000TL-US-22 �--_ [ T~--SB 6000TL-US-22-- -wj�" _,�_SB 7000TL-US-22�--__ __;r`__-' SB I7700TL-US,22;,-� - _. _ Id IO_N'k■ MEIER ON s �i More efficient Shade management Easier ld�1S �F� '_ 1I II1'17h Secure Power Supply Broad temperature range Flexible communications A NEIN GENERATION OF INNOVATION THE SUNNY BOY TL-US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. Transformerless design in all types of climates and for longer periods of Leading monitoring time than with most traditional string inverters and control solutions The Sunny Boy 3000TL-US / 380OTL-US - / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL-US residential line features more I s x- 7000TL-US/770OTL-US are transformerless than high performance and a large graphic inverters, which means owners and Installers One of many unique features of the TL-US display. The monitoring and control options benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of A wide input voltage range also means the Power Supply. With most grid-tied Inverters, flexibility. Multiple communication options 2 E inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter under a number of conditions. powered home. SMA's solution provides and one that can be monitored on Sunny daytime energy to a dedicated power outlet Portal from anywhere on the planet via an a o Additionally, transformerless Inverters have during prolonged grid outages, providing Internet connection. Whether communicating a o been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug-and-play inverters on the market.An industry first,the TL- the sun shines. WebConnect, installers can find an optimal US series has been tested to UL 1741 and UL solution to their monitoring needs. 1699B and is In compliance with the arc fault Simple installation d a E requirements of NEC 2011. Wide Power Class Range o As a transformerless Inverter, the TL-US Increased energy production residential series is lighter in weight than Whether you're looking for a model to its transformer-based counterparts, making maximize a 100 A service panel or trying o ,OptiTracTm Global Peak, SMA's shade- it easier to lift and transport. A new wall to meet the needs of a larger residential PV 13- tolerant MPP tracking algorithm, quickly mounting plate features anti-theft security and system, the Sunny Boy TL-US with Secure ° adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy.A Power Supply has you covered. Its wide mitigates the effects of shade and results In simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— higher total power output.And,with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any t trackers, the TL-US series can ably handle saving labor and materials. residential application.The TL-US series is not o complex roofs with multiple orientations or only the smartest inverter on the planet,it's also o String lengths. The 380OTL-US and 770OTL-US models allow the most flexible. Installers to maximize system size and energy _ An extended operating temperature range of production for customers with 100 A and 200 o -40 °F to+140 °F ensures power is produced A service panels. o= Toll Free +1 888 4 SMA USA www.SMA-America.com SMA America, LLC \� 0 I www.hhi-green.com/solar �I t u Ij L, U, ! Poly-crystalline Type HiS-M230MG I HiS-M233MG HiS-M235MG HIS-M238MG HiS-M240MG I HiS-M245MG 1,HiS-M250MG ;, MG-Serieso Mono-crystalline Type , �- � ,j; HiS-S245MG I HIS-S248MG I His-S250MG HIS-S255MG HiS-S260MG HiS-S265MG 9 Mechanical Characteristics �7n'i , 983 mm(38.71 W)x 1,645 mm(64.76TL)x 35 mm(1.38")(H) ' M 0 —� Approx.18.5 kg(40.8 lbs) 60 cells in series(6x10 matrix) o �t3Cl11 4 mm'(12AWG)cables with polarized weatherproof connectors, - `- - 1( IEC certified(UL listed),Length 1.0 m(39.4'1 ----- -------- ---------- v al�'�'--�I IP65,weatherproof,IEC certified(UL listed] I3 a m•fav 3 bypass diodes to prevent power decrease by partial shade Front High transmission low-iron tempered glass,12 mm(0.126"), Encapsulant:EVA Back Sheet:Weatherproof,film , 9rji1T9 -�� Clear anodized aluminum alloy type 6063(silver or black color) High Quality ___--- •IEC 61215(Ed.2)and IEC 61730 byTUV Rheinland - •UL listed(UL 1703),Class C Fire Rating -I ~� ' •Output power tolerance+3/-0% •ISO 9001.2000 and ISO 14001:2004 Certified •Advanced Mechanical Test(5,400 Pa)Passed(IEC) r it h /Mechanical Load Test(40 lbs/ftp)Passed(UL) `)h •Ammonia Corrosion Resistance Test Passed •IEC 61701(Salt Mist Corrosion Test)Passed Fast and Inexpensive Mounting •Delivered ready for connection ( I : •Pre-confectioned cables •IEC(UL)certified and weatherproof connectors •Integrated bypass diodes ® I„ `I Limited Warranty •10 years for product defect •10 years for 90%of warranted min.power I •25 years for 80%of warranted min.power „,y X Important Notice on Warranty l� The warranties apply only to the PV modules with Hyundai Heavy Industries Co,Ltd's logo(shown below)and product serial number on it •+; &°°4°" 's'® .' F,r`! ^� "/ HEAVY INDUSTRIES CO.,LTD. Electrical Characteristics Poly-crystalline Type 77 Nominal output(Pmpp) W 230 233 235 238 240 245 250 - -- -- - - - - -- - --- _ _ -- - - -- -- -5 - -------- - - 0 ---r Voltage at Pmax(Vmpp) _.__.V 30.130 3 30.3 304 30_5 30 7 30..9 -Current at Pmax(Impp) A - 7.7 -L 77 -- - 78 7.8- J - -7.9--- --8 0 -- - +-81 Open circuit voltage(Voc) V 37.1 373 ._____374__,_ 37.4 37.7 38'0 38 2 i Short circuit current(Isc) A 8.2 82 83 83 8.3 84 86 - - -- - ------- - ---- -- --- --- -- output tolerance No of cells&connections PCs 60 in series Cell type--�--'- - - ------ --�____- 6"Poly-crystalline silicon Module efficiency % 14 2 14 4 14 5 14.7 14.8 15 2 155 ) Temperaturecoefficien_tofPmpp _ �4o/K .a _ 043, 0_43 _0.43 0.43 - - -043 - _-_043 _--043 Temperature coefficient ofVoc %/K -0.32 --0 32 -0 32 -032 -0.32 -032 -032 --a --.-r_-.-1- - ,Temperature coefficient of Isc -%/K 0 048 - 0 048 0 048 - .048 - 0.048_'_ 0.048 - 0.048 - - - - -- - - ----...,.._ ___.-__4 ___0----- ---- -- - - - -`--- X All data at STC(Standard Test Conditions)Above data may be changed without prior notice Mono-crystalline Type Nominal output(Pmpp) W 245 248 250 255 260 265 - - - - ------ - - --- - - Voltage at Pmax(Vrnpp) - -. V-_- `_30 3- --- 303- _--305 - - - 308 - ,310 --- -31.2 Current at Pmax(Impp) A 81 82 82 83 84 85 -- - --- -- -- -- - ----- -- - ----------- ( Open circuit voltage(Voc) V 374 _375_ 37.5, 37.7 378 37 9 Short circuit current(Isc) - A - -86 8 7 8 7 88 - 9 l i - - - --d.----- - - - - - - - - - -88 90 -- -- ---- ( Cutputtolerance- o/o ;, +3/-0 -_-- �- No of cells&connections PCs 60 In series - - -- -- n - --- - -- -- - - -- -- - - _ - -- - - - --- Celltype' 6"Mono`crystallinesilicon -- Module efficiency % 15 2 --15 3 15 5 15 8 161 16.4 Temperature coefficient of Pmpp. _ %/K 0.45„ f- -0.45 0.45 -0.45 0.45 -0.45 Temperature coefficient of Voc %/K -033 -033 0.33 0.33 0 33 Temperature coefficient of Isc "_-- - /o/K _ 0 032 -1 -0 0 032` 0 03 `"__ ___._.-__ _-.___-033 --- ° 2 0.032 0.032 0.032 XAII data at STC(Standard Test Conditions)Above data may be changed without prior notice Module Diagram (unit mm,inch) IN Curves Cu-tTAl I I I0 ! 3 I a I+) BS(033'1 a IeBd Brad=i=%V/m' ' 1,000mm(39371 t,000mm(39371 DETAILA 3 -OperabngCrJlTemp=SC 4mm'CABLE& 4mm'CABLE& -Opemflrg CdlTemp=25C ' lil CONNECTOR CONNECTOR :e 4-075LOTTNRU g -0p-b"gCdT p=4SC e , - I -Opm1,r9QI1Temp=65e ' n 0 s Ip Is m ss N, 3s w VoltzgeM GROUND I,MAK g 8(031 CUmmtTA1 I s(_h6cLirrad--n00whd Bdd.lnad=lAW W/m DETAILS B'pKid-lUad=900W/m� 9x042 ) B,tld.irtad=B00W/m I r GROUNDHOLE fi0(7A') i)(043� 18(071 a d rmd=700W/m W 9391369741 S i 1 C 483139701 ---- A C 1 2955(9 K) 301138^^ I CeO temR=1SC SECTION C-C' 0 1 1. IS zo E m 3S m Voltage M Installation Safety Guide i i%rp�1tt�19[ fcLy�liC,xeSitC�? 46C±2 •Only qualified personnel should install or perform maintenance. D: .'y, .• -40-85-C _ •Be aware of dangerous high DC voltage. DC 1,000 V(IEC) •Do not damage or scratch the rear surface of the module. _ !-DC 600 V(UL)-� •Do not handle or install modules when they are wet. `LltuZn'l C07rq°r°mss 15 A [Printed Date April 20133 'i Sales&Marketing �I i. ped onpSc (eor I2'FI,Hyundai Bld9,75,Yu1 ok-ro,Jon no- u,Seoul 110-793,Korea HYUNDAI FSC Tel•+82-2-746-8406,7422 Fax:+82-2-746-7675 HEAVY INDUSTRIESCO.,LTD. IRQNRIDGE Roof Mount System -� -��- XR10 Rail XR100 Rnd XR1000 Rad Internal Splices A low-profile mounting rail The ultimate residential A heavyweight mounting All rads use internal splices TZ-'- - •�-.-.;-•14t for regions with light,snow. solar mounting rad, rad for commercial protects. for seamless connections 6'spanning capability 8'spannmg capability 12'spanning capability Self-tapping screws 1 Moderate load capability Heavy load capability Extreme load capability Varying versions for rads Clear anodized finish Clear&black anod finish Clear anodized finish Grounding Straps offered ,_'• - ---_. , _��W-�, �.-.r_�-=: - - — --T^..__--_-__----'-____--`--'-------- ` FlashFoot 'Slotted L-Feet Standoffs Tilt Legs rr _ ��_ ''H-� _ _ - - - fro-_r _+,-- -. 4-�e-..-__."""• +'..-r � i-_._ell"--.- ..-r �- -- - - �`� Anchor,flash,and mount Drop-in design loi rapid rad Raise flush or tilted Tilt assembly to desired wdh all-in-one attachments. attachment. systems to various heights, angle,up to 45 degrees Ships with all hardware High-friction serrated face Works with vent flashing Attaches directly to rail IBC&IRC compliant Heavy-duty profile shape Ships pre-assembled Ships with all hardware v"siiT Trti; SO!,1i'S too Certified with XR Rails Clear&black anod finish Lengths from 3"to 0" Fixed and adjustable hes[root's• Clamps&Grounding ------------ -- IronRidge builds the strongest roof mounting system in solar Every component has been tested to the limit and proven in extreme environments. End Clamps Ground-ng Mid Clamps(;) T-Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rails and re nforced flashings,and is also why our products ate fully certified,code compliant and backed by a 20-year warranty. - • yJ1 r 1 j(- '`u� ` _ Strength Tested i T7 PE Certifieda�— �1 All components evaluated for Superior �" �}j E�.a�� P P f Pre-stamped engineering letters Slide in.ciamps and secure Attach and ground modules Ground system using the Provide a finished and i structural performance. _-�- available in most states. modules at ends of rads in the middle of the rail. red's top slot. organized look for rads Mill finish&black anod. Parallel bonding T-bolt Easy top-slot mounting Snap-in Wire Clips Sizes from 1.22"to 2.3" Reusable up to 10 times Eliminates pre-drilling Perfected End Caps 1, an Class A Fire Rating 4 Design Software Optional Under Clamos Mill&black stainless Swivels in any direction UV-protected polymer i Certified to maintain the fire resistance' Online tool generates a complete bill of rating of the existing rooff- 5, materials in minutes Frce Resources Design Assistant I a- NABCEP Cer titled Training Integrated Grounding t `; ?.0 Year Warranty = Go from rough layout to fully f v e >•a• Earn free continuing education credits, {f,, UL 2703 system eliminates separate a✓�� engineered system.For free A t, a while learning more about our systems. f -wti Y P , Trace the protection offered by .,o to 1,cera sga r otrd m I v 4 0a to lroriP dy col iar,npinq module grounding components L _ competitors _ —_ V F_--'.0.__.,..___-_�..-.._._-.--..._-..___._,�.....�..s:._-_..�._-�. -_ . __ _ f � ( �T[,iR';yirrr�` "'�yf"�;.t-.,�ii.rU:-�+''.a. I,rIC�...,' :�;!S'"�Y�.=4,'-'_ •.;,a`r. t" -'�"- •��\''T.,.-.e'.� _____es.s.�..••� - -- -- - �,"_._._.tea:.�• -i.".�J AUTHORIZATION TO MARK Installation Overview i c1'I Install Roof Attachments ,'t f Install appropriate roof flashing and/or standoff for roof type. J This authorizes the application of the Certification Mark(.)shown below to the models described In the Product(s) •Attach L-Feet to flashing or standoff - -� Covered seslion when made in nccordanco valh the conditions set forth in the Certification Agreement and Listing -_-`------------- - Report This authorization also applies to multiple listen model(s)identified on'the correlation page of the Listing Report ' Prepare Rail Connections This document is the property of Intertek resting Services and is not transferable The corhhcahon mark(s)may ba t'+•' , �"' ;1 ' applied only at ilio location of the Party Authorized To Apply Mark •Insert splice into first rail,then secure with Grounding Strap and self-drilling screw ; Applicant' IronRidge,Inc, Manufacturer. IronRidge.IncI ,j Slide second rail over splice,then secure with opposite end of Address 1485 Zephyr 94 Address. 1'135 BCA 95l Road Grounding Strap and self-drilling screw r Hav+Yard.CA 94544 1Yiillls CA 95490 9 P 9 Country: USA Country. USA Contact Yann Schwarz Contact. Jim Norsworthy Phone. (3DD))227-9523 Mount&Ground Rails 510225-0973 ---------____t Phone (800)227-9523 ( FAX (707)159-1033 FAX- (707)459.1833 •Attach rails to L-Feet and level rails -r Emad, yschwnrz n&ronridge com Email )norsworthyaironndgr•com - Install one Grounding Lug per row of modules Party Authorized To Apply Mark Same 4s Manufacturer Roport Issuing Office. Lake Forest.CA (17, rConnect Grounding Lug to grounding conductor Control Number 4007559 Authorized by for Thomas J Patterson,Certification Manager M CLASSinED i_,,} Install Modules&Clamps ET�! Install first module using End Clamps and Grounding Mid Clamps V us -,Install additional modules using Grounding Mid Clamps. ? Finish row with a second pair of End Clamps. _ Intertek Thi.,document supersedes all previous Authorizations to Mark for the noted Report Number n a.4.v.a m.t a,i-4•,.trn+u„Vuyo,i 1 'ciepraom n<laf r, rm-,Mn1r aw rWX/an 'n.nb TY W,rnm•'Ea•rc..auC)rsnpmunnN tVm,r,ssurtvr.roG_r e,NnY��l etuart.�in Ra uemN r.rawn,ys.uorJYnm.,n,w.,nYrUt up.unY na,,.wy e.:.Y.-.-a cru v..,oim'aa,e,.wa.o.4l 1 c-11 mcwaa�r.�rrcre•ca.,am.mm�m..a.wu;aa,p'-,•a e...b v.o•�mmn tcwaw.m:r., Testing&Certification ---- -'- _-_��__�.—.---_-------, m,s�r+m r�mw.-.>o•m.,e+,rl.rmm�ra w a a.r nc+m..ruc<a,m,.m>u i,r.,f w n..�,,,.r i r` e."w,mx�.fe,..i.gMa-a�w� rrn,:.c-wn�n-e raw+.i.s:,..uu„w,me.wrw.or,;,,,,.r�.;>enn,,.,.,m,.iorec<r....w.r,..nura..as.•w,.arc,.�,m.,,,n I I"n- Modufe Frame Compatibility wtvr�a•aUr .a rmih�m„a-�,m•�r arer�,,dnn.v. u�u m,a The IronRidge Integrated Grounding _ ntedti,Tv.h�g S.'i a NA Inc System has been tested and certified to ^- r-- 515 Cast AI onqum Road Arlin lon Heights,IL 80005 FDimension Range I 9 9 UL 2703 by Intertek Group plc. ------� --- ---- - Tdephono 830-3 t5-9851 cr 6iT-139-Sr>fiT Fnx 312.2811512 I I A ) 31.0m_m-_51.0mm re, 1 " i - i m(minimum) Slandard(s), UL Subject 2/03 OuBine of Investigation for Rack Mounting Systems and Clamping 2703 is a o Devices for Flat-Plate proposed osed LIL standard I ----.--B--__->—._5 0Bm______��_ Phatovoltalc Modulus and Panols,Issuo Number 1,October 4.2010 for evaluating solar module mounting i Any module homes whose pvamelers are not fisted in the Product AR Rads with Intemated Grounding and clamping devices It ensures these I prowled table have,net been tested for,ornpaebihty Btand Name NA devices will maintain strong electrical and I Models, 51.51 GD-005,bt•61GD-e09B.51-5000-001,and 51-65.OD1 - mechanical connections Over an extended period of time in extreme outdoor j The Grounding Clamp has proven robust in grounding 60-cell and environments 72-cell solar module frames with box construction and a range of anodization thicknesses i The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction I of UL 1703,the solar module testing I within the parameters stated above are compct,ble with the standard,including temperature and 11 IronRidge Integrated Grounding System humidity cycling,electrical and mechanical load testing,and manufacturing quality 1r._-,(r. reviews ATM for Report 101541132LAX-002 Pago I of 3 ATM Issued,10-Nov-2014 IRONR!©GE XR Rail Family r-- t4 Starling Mad ison Lofquist, Inc.� � 5--n-1 ,nl fnrnt rood+ r ,Solar I,Nc),A.ltnia va Sunny , � 5224 South 39"'Street,Phoenix,Arizona 85040 tel:(602)438-2500 fox:(602)438-2505 www.smiang.com Over their lifetime,solar panels experience countless r ,A � extreme weather events Not lust the worst storms In years, ,`�N,; but the worst storms in 40 years High winds capable of �ravKv ls�-, _ IronRrdge June 16,2014 ripping panels from a roof,and snowfalls wet hin k"� !,a y�' `_` '. n 14 h Zephyr Ave Page 1 of 1 1 9 9 enough to buckle a panel frame. Ilnyward.CA9-544 XR Rails are the structural backbonereventin --p- these .•?'`�£_+ R .y�":� �y �� i P g r: -yam: • these results They resist uplift,protect n-` - s;` "��' tt f '•av''hl tun.Mr.David F.Ta =art,Vice President Products against buckling and safely and efficiently transfer loads into fife building structure = " ) - _7(-_2 1 a Their superiors spanning capability „': r r - :r�r?)r=ti `�� ` Subject IronRrdge X1110 Rail,Roo[Flush Mounting System-StrucI 1.11 Analysis requires fewer roof attachments, reducing the number of roof -``i` ; {; ''j I•�'=r 'ai ;•�,:,, ''4 )r )1�,:-i'�i-.s: Dour Sir: penetrations and the amount '> .,•;-? t of installation time _ �.1Td Ji` fu' = We have analyzed the lronRldge XRI0'R,ul for the subject,olar module supports;stem rind detemuned that.for the configurations and criteria described below,it Is in compliance with the applicable sections of the lollowing Reference Documents' is Codes:ASCE/SE1 7-10 Min Design Loads for Buildings S OthenStructures f' -"�''`"t ''� intcrnatlonal Building Coils 2013 Edition ,,J Cab faniaBuilding Code 2013Edition Other A0428,Acceptance Crileiis for Ntodtdar Framing Systems Used to Support PV Modules,dated Effective November 1,2012 b'[CC'-ES w > Aluminum Design Manual,2010 Edition Force-Stabilizing Curvet`I rhe hunRidge XR10 Rail n an extruded aluminum section with an overall depth of 1 75 in and a net Sloped roofs genemto both rentmal and lateral to nrur of 0 363 sq nit. The rats are used to support solar moll tiles, pi les,tycal ly,on the roof or,,building forces on mounting rails which can cause Want See Exhibit A-attached. 'I he rails are clamped t6 aluminum angle brackets that are either ntlaelied + o bend and Iwlst Ti•o cursed shape of XR Rads directly to the root'framing or attached to a stand than is screwed to the roof training. 1'lle rails arc L'e isspecalty dongnz to maoaw strength in both S FG =• mrocaons while resisting the hitting Trus unique mounted across the slope wiTh a small clearance(flush mounting)to flue underlying r60f struchlre r( fewer.ensures ymanorsecunty tlunn9 extreme I'he Installed solar nodules arc 11 the si nic slope as the underlying roof structtire _ fl we.lhor and a ranger st slam Idoinno All loads are Iransfcrrcd to the roof limiting through the angle bnWkels by simple bi-axial fle%Ule of the talk The maximum span of rhe rails is governed by either the mrd-span flexural stresses or the ti delleetion icgturemem that the rail net Colne tn10 C011l:tel with the roof •f he of feet of seismic loads(lot all design categories A-F)have been determined,to be less than the effect due to wind load;mall load conditions and conibmamons- Therefore,the maximum allowable spans I'or common Todd Casts are shown in Tables 1,2 tC 3 below for 0-6 degree slopes.Tables 4,5. Compatible with Flat&Pitched Roofs Corrosion-Resistant Materials ials &6 below for 7-27 degree slopes,and Tables 7,S C 9 below for 29--15 decree slopes. � .�- XR Rolls are =i I—Rea.otters , All XR Rods am mado of marina grade ,� cpmpallble with j „, i a r2^ge of ttlt lap alummum allot,then prol.:elea wl,,ttan rLd Flas'hFool End I{'�- I ,opUons for gat anocLznd finish Anodlung prevents sl,dace , 11 1 1-7! other pitched root ;AL3! root mountlrg and structural caroslon v,mlo also providing y„__t j attachments -� applications J V i _a moo,O ahncUvo aprearanc^e _ - - -"`•"--'"�I Starling Madison i.oRlutat,Inc. Coit+alum;;Structural and rUMMic FlIginccrs l'i�=_ -- __..�...J...��_-_i�._.._.•.v.,...._.._...--w:,m•-._.y- �•+=...-.._-`=.-nom m-�..�......•,��-.,..-,.><��d� IronRitigc .tune 16,2014 IronRidgc June 16.2014 Mr.David F.Taggart Page 5 of 1 I Mr.David F Taggart Rigs 6 of I I Iron Ridge\RIO Rail.Roof Flush Mounting System–Snucturl Arwlyvs Iron Ridge\RIO Rail,Roof Flustt NlOunting System–Structural Analysts Table-4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XR10 Wind XR10 Wind Rail Speed Ground Snow Load Rad Speed Ground Snow Load EAosure mph 0 f 1U 20 30 40 50 60 70 80 90 10 20E49 40 50 60 70 80 90 p P p' sf sf sf sl sf sf sf sf sf E.rposure mph 0 psf st sf sf sf 0 tsf sf sf 100 75 65 55 49 43 39 35 33 31 29 100 72 65 55 43 39 35 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 69 65 55 43 39 35 33 31 29 110 75 65 55 49 43 39 35 33 31 29 110 66 65 55 43 39 35 33 31 29 120 75 65 55 49 43 39 35 33 31 29 120 60 60 55 43 39 35 33 31 29 Category 130 75 65 55 49 43 39 35 33 31 29 Category 130 56 56 55 43 39 35 33 31 29 6 140 71 65 55 49 43 39 35 33 31 29 B140 52 52 52 43 39 35 33 31 29 150 66 65 55- 49 43 39 35 33 31 20 150 49 49 49 49 43 39 35 33 31 29 160 02 62 54 48 43 39 35 33 31 29- 160L-46 46 46 46 43 39 35 33 31 29 170 59 59 53 47 43 39 35 33-1- 31 29 170 43 43 43 43 39 35 33 31 29 100 75 65 55 .19 43K39 35 33 31 29 100 61 55 49 43 39 35 33 31 29 105 75 65 55 49 43 35 33 31 29 105 58 55 49 I 43 39 35 33 31 20 110 75 65 55 49 43 35 33 31 29 110 56 55 49 I 43 30 35 33 31 29 120 70 65 55 q9 43 35 33 31 29 120 51 51 49 43 39 35 33 31 29 Cory 130 6564 54 46 43 35 33 31 29 Category 130 48 48 46 43 39 35 33 31 29 140 60 60 53 48 43 35 33 31 29 C 140 44 44 44 44 43 39 35 33 31 29 150 56 56 52 47 43 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 50 50 50 45 41 38 35 33 31 29 170 36 38 36 36 36 36 35 33 31 29 100 75 65 55 49 43 39 35 33 31 20 100 56 56 55 49 43 39 35 33 31 29 105 73 65 55 49 43 39 35 33 31 29 105 ' 54 54 54 49 43 39 35 33 31 29 110 70 05 55 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 64 64 54 48 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 .29 Category 130 60 60 53 47 43 39 35 33 37 29 Category 130 44 4•I 44 44 43 39 35 33 31 29 D D 140 41 41 41 41 41 39 35 33 31 29 140 55 55 52 46 42 39 35 33 31 29 150 52 52 50 48 42 39 35 33 31 29 150 38 38 38 38 38 38 3533 31 29 160 49 49 49 45 41 38 35 33 31 29 160 30 36 36 36 36 36 35 33 31 29 170 46 46 46 44 40 37 35 33 31 29 170 33 33 33 33 33 33 33 33 31 29 Notes-ties page I 1 Nolen-ice P+gc I I Starting Dt.d&:On 1.trtyuMg1,111L. Consulting Structural and Forensic Engineers Starling ht.tdimon Lofqukt,Inc. Con%ulting Strocnir J.and ForLMIL Engutccr� �_ InmRidge June 16,2014 IronRidge ,taste 16,2014 Mr.David F Taggart Page 7 of 1 I lMr.Daviel F.I'aggi it Nage I I o1•I I IronRidge XRI0 Rail,Roof Flush Mounting System-Structural Analysis IronRidge XR10 Rail.Ronl'hlush\Mounting System-SIrtiellnal Analysts Table 6-PJLAKIMl1M SPANS(inches)-Roof Slope 7 to Z7 Degrees-Wind Zone 3Nt�tca-'labUlatcd values are ha,ed on the following c Iteria. HRIO Wind Ground Snow Loan Rad Speed I, Building mean toot height-30 ft Exposure mph 0 psf 10 20 30 40 50 60 1 70 60 90 1 Rist:Category I sf psr psf sf psf sf 1st of pst 3 Solar module long dintcncuon=67.5 in too 59 59 55 49 43 39 35 33 31 29_ -1. Ntovide 2 in.cleat bemeen roofand rail 105 56 56 55 49 43 39 35 33 31 29 51 1_nd cantilever span(ulu,)=.0 40 x nta dinuin span ham above tablet 110 54 54 54 49 43 39 35 33 31 29 6. No rnil splices tit end spans Category 120 49 49 49 49 43 39 35 33 31 29 7• No tail splices in muddle 1/3 of inlertor spans 0 Y 130 46 46 46 46 43 '39 35 33 31 29 B ti Single siniplc span(s), Spalls li,tcal in the Tables abavc may be multiplied by LOS fin• 140 42 42 42 42 42 39 35 33 31 29 continuous rails of 3 of inure span,; 150 40 40 40 40 40_ 39 35 33 _ 31 29 160 37 37 37 37 37 _ 37 35 -33 31 29 170 35 35 35 35 35 35 1 35 33 31 '29 Qat;tmllysiti ascunleS that lite rails,including the connections and assoctaWd hatdwale,ale installed 100 50 50 50 49 43 39 35 33 31 1 29 _ to a worlcnlnnlike manner in accordance wilh Ilse"IronRidge Rool'Nlodnt Installation Manual'by 105 48 48 48 48 43 39 35 33 31 29 hunRah•c and generally accepted standards of constiucltotl practice.Additional information is 110 45 45 45 45 43 39 35 33 31 29 o b )` 1 12U 42 42 42 42 42 39 35 39 _ 3 i 29 available at the luatRulgc wcU site,honRidgc tom Verification OI'1'V Module alpacity to suppai t Calegnry 130 39 39 39 39 39 39 35 33 31 29 the loads associated with the given array shall be the responsibility of the Conlrnctoi or Ownel anal C not IronRidge or Sten ling i\•L•altson 1,01iptist 140 36 36 36 36 1 36 36 35 33 31 29 150 33 33 33 33 33 33 33 33 31 29 160 31 31 31 31 31 -31 31 31 31 29 'flit adequacy of the supporting roof fianling is to be det ermined by olheis. 170 29 29 29 29 29 20 29 29 29 1 29 100 46 46 46 46 43 39 35 33 31 29 105 44 44 44 44 43 39 35 33 31 29 Please feel tl ec 10 conlact the at)'Orli coilveillence if you(lave any quesliona. i 110 42 1 42 42 42 42 39 35 33 31 29 12U 38 38 38 38 38 ,38 35 33 31 29 �.-••tb CnlegorT D 130 35 35 35 35 35 35 35 33 31 29 _ 6 - Respectfully yours. _ 140 3331 A27 _33 33 33 33 33 33 31 29 '"- 160 29 2150 31 1 31 31 31 31 31 3j 29 c"`Y 0 `F. �O g PA h^T• eo P,,,e Via' I 9 29 29 29 29 29 21 29 �Q Q 170 27 27 27 27 127 2T 27 27 27 Tics\inlet,P.E. r M;w .Sl3 Desi n Division Mana er ramie,—.«r.tb,•i t 1 �o °07951 F} r Stw1ing Madison f',ftlul't,In, Consulting Structural and Forensic Eng•uccrs S6vlmn MaJnon Lof post,Tile. Com•4ting Structural and t•nreneic LnGiuccrc 7 II- • Electrical Characteristics Multi-crystalline Type Nominal output(Pmpp) w 245 d' 250 I 255 L Voltage at Pmax(VmpP) ._ ,_ 30.9 31.0 ' Current at Pmax(Impp)_ _ A 8.0 _ 8.1 _ 8.2 Eql en circuit37.3 _ r 37.4 r-� 37.6_ Short circuit current(Isc) A 8.5 8.7 _ 8.8 Outputtci reance,€_L _ _ °% _ -^- _'+3/-0 No.of cells&connections PCs 1 60 in series �Celltype 'I 6_NMulti-crystalliinesilicon I !i' Module efficiency _ % __..- �- _15.0 T_ 15.3 _ 156 -0.43 eraturecoI -eficen _P_m- 0.43 Temperature coefficientof_Voc - %/K t -0.32 -0.32 -0.32 Temperature coefficien_t'of Isc ��_~_ ryo/K 0.048 _ 0 048 0.048 XAII data at STC(Standard Test Conditions).Above data may be changed without prior notice Mono-crystalline Type - 103 10[2 Nominal output(Pmpp) _ w 255 260 _ 265 yVoltageatPmax'(Vmpp) �, V T 31.0 -� � 31,1 41.3 +•, Current at Pmax(Impp) A 8.2 8.4 8.5 y-Open clrcult voltage'(Voc) --_ - - V ^! X 37.1 ^ -�� 37.9 38.1- Short circuit current(Isc) - A - 8.8 8.9 9.0 +3/-0 No.of cells&connections PCs _ _60 in series _ r Cell ry ep TYf-; a '6"Mono-crystalline silicon' - Module efficiency % 15.6 15.9 16.2 LTempi rature coefficient of Pmpp t- %%K -0,45 �_ 0.45 -0.45 Temperature coefficient ofVoc _ %/K -033 -0.33 -0.33 IL Temperature coefficient of lsc ,;,'p p/o/K ' 0.032��- 0.032 0.032 ~ XAII data at STC(Standard Test Conditions)Above data maybe changed without prior notice Module Diagram (unit:mm,inch) IN Curves 111111111 111 IL �I, ' / \ 4x07{tl _ 75(031 y I e - _ _ [ ' 8 HOLES 1 s I .' } I,OODmm IWDmm ,� DETAILA i OpemtlVGdTemp=5'C 0371 D93T) 8-075IDTTHRU -oPe*gceOTw.2Te 4mm'CABIE6 dmm'GBIE& 8(03 I t -OpemlmgCsBT-,-41C CONNECTOR CONNECTOR 1 -Ope6VCdTemp-6TC 3 veNn9eM GROUNDMARKDETAILS ! y Incidlmad ,11DOWlm' _ ' 18(071 f s 1 d-9mW/ - _ 11(0439 GROUND HOLE I I 1 IrcN lrtdd=&pW/m 6DR41 ,r ! e mcidlrmd=700W/m 954 37561 f A' 301.18 1.8OD = Ce9temµ=sse (' I i, 998 39291 C 253(9.961 SECTION C{ ' o s 1s 1s, m, u m u m,•_ ` vdtwIV] � �Installation Safety Guide� • ge r--4,6'C 2' •Only qualified personnel should install or perform maintenance. a •, E,`i 1r -40-85-C •Be aware of dangerous high DC voltage. DC 1,000v(IEC) 71 - •Do not damage or scratch the rear surface,of the module. DC 600 V(UL)- •Do not handle or install modules when they are wet. � "" " 15A ' [Printed Date December 20141 Sales&Marketing F�YU N DAA q PdnTed'onESC.elnfied em-rnendyParer.,�i � 2,�FI,Hyundai Bldg,75,Yulgok-ro,Jongno-gu,Seoul 110-793,Korea Tel:+82-2-746-4517,7422,7563 Fax:+82-2-746-7675 HEAVY INDUSTRIES wwww.hhi-green.com/solar/en n '-ji * C\ a Ir ('01 y\ v\ Hyundai Heavy Industries was founded In 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global leading 7 business divisions with sales of 51.3 Billion USD in 2013. As one of our core businesses of the company,Hyundai Heavy Industries Is committed to develop and invest heavily In the field of renewable energy. Hyundai Solar is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV modules by establishing an R&D laboratory and investing more than 20 Million USD on Innovative technologies. -- - ---- --------- - - - - - - - -- -- - - - - - --- - - - - -- --- - - - ' Multi-crystalline Type Black-Black I HiS-M245RG(BK) HiS-M250RG(BK) HiS-M255RG(BK) l' P Mono-crystalline Type Q 1 G-Series HiS-S255RG(BK)1 HiS-S260RG(BK) HiS-S265RG(BK) Mechanical Characteristics D'A 998 mm(39.29")(W)x 1,640 mm(64.57")(L)x 35 mm(1.38")(H) 11- Approx.18.7 kg(41.2 lbs) - - m TAR-_ '- 60 cells in series(6 x10 matrix)(Hyundai cell;Made In Korea) - - - 4 mm'(12AWG)cables with polarized weatherproof connectors, IEC certified(UL listed),Length 1.0 m(39 4") MA . C-0.2 I1367,weatherproof,IEC certified(UL listed) — cv�� a. 3 bypass diodes to prevent power decrease by partial shade 1000 Front:High transmission low-Iron tempered glass,3.2 mm(0.126") t'Q} � Encapsulant:EVA Back Sheet:Weatherproof film(Black) r rX Clear anodized aluminum alloy type 6063(Black) High Quality , •IEC 61215(Ed.2)and IEC 61730 byVDE •UL listed(UL 1703),Type 1/Class A Fire Rating 3 •Output power tolerance+3/-0% • ISO 9001:2008,ISO 14001:2004 and ISO 50001:2011 Certified •OHSAS 18001:2007 Certified •Advanced Mechanical Test(8,000 Pa)Passed(IEC 61215) 1 /Mechanical Load Test(401b5/ft2)Passed(UL) •Ammonia Corrosion Resistance Test Passed •IEC 61701 (Salt Mist Corrosion Test)Passed �' f A': Fast and Inexpensive Mounting •Delivered ready for connectionpp � .,i'• „ •IEC(UL)certified and weatherproof connectors " �I}''";,ii •Integrated bypass diodes Limited Warranty •1styear.97% •After 2nd year:0.7%annual degradation i' 4 80.2%for 25 years i I' ►Please refer to the Hyundai Limited Warranty for more details, y;f X Important Notice on Warranty The warranties apply only to the PV modules with Hyundai Heavy Industries Co,Ltd's �� + logo(shown below)and product serial number on it C US {) t - PV CYCLE ��"� �, ®"V\e /�^ HYD NDAI USTEDHEAVY INDUSTRIES T — — — —� 1.Cusfomerinformadon Customer Name. CASTELLO DI BORG_H_ESE _ UPDATES!_ Engineering Calculator for 3 Line Diagram Customer Phlsicai Address' BA EATONDALE AVE,BLUE POINT,Ni 11715_ - Eastern Energy Systems Inc Calculators(All Rights Reserved) ---------------- I T 2_.Inverter Design 29 ab 13.Module Specs[1[ ___ HISS280RG(BK) Total Wattage of Roof _ Maximum Power[2] _ 26D' Largest Inverter Size 1 7,700 Please Insert the Data to the night and you - Watisge of Inverter 1 _7,700_ Voc(open circuit voltage) - _ 379 Largest String Size 14 will have the wrtecl output for each design J element.gerrorsareeverfound,you 14 i 1,►�1'_ Isc(short circuit current) _ , B 9 __ Maximum SMngs o_n one inverter _ _ 2 should lel me know Immediately so I can 14 'gj Immp(current maximum power) B 78 - Total number of Strings 6 - make the hoEnjoy this time saver, --�- _8 took abouutt 1 12 2 hours rs to make i8 Wattage of Inverter 2 _ 7,7.00 Vmmp,Vmp Maximum Voltage - 31 1 Total Number of Conductors 12 Anything Is'Yellow'Can be changed, �-�� -----— -anything in•Gray'Is possible to change if String 1 wairr 13-D-1 p Temp Coefficient Voc(WC)or(%tK) ! _ -033 we over no a co on to the code,but SMng 2 Ali— 13Total Number of Inverters 3 9 -- should not have to be touched - ; _ 1 —__ Wattage of Inverter 3 6,000 4.Roof Confguraffon Total Number of Conductors to Inverter I SMng1 12 (Number of Arrays on Roof_ -� -J_T-__ String2 _ -14 — InverterOutpW_V_dtage - 240 15.other Configuration ITremrteres nstoradess Inve (YMo) i Yesl Main Breaker Size at 200 Bus Bar Current rating sin Panel_-_i 20D I --I --__I - - - - Conductor Ambient I ` _ ,, Circuit Minimum Conductor Condudors per - Dural.(4.8 - Ground Size Ground - Ambient Temp Derae Estimated Voltage Drop Circuit - Circuit Origin=Destination_ Size_,-: pole'__ - 'Condudor Quantity -. 31016(b)(3) Condudor Insulabon` [3] Insulation Type(CU/AL)Conduit Type -Conduit Size Temp 31016(b)(4] Distance(8) (x%) _ #1 Stdrig "Inverter - �.10 1 - , 12 05 USE-2/PV 8 BARE Cu AIRIEMT/PVC 1-1/4 130 065 120 08% ---i Inverter 1 Combiner T 6_- 1" - =_3 0 7 THHN • _ - 8 THHN Cu PVCIEMT - 1-114 110 . '0 87 _ 25 _ 0 6%-_--- -� #3 _ -Invertar2 Combiner �r .6 - -'1, _ - 3 07 THHN - 8 THHN Cu PVCIEMT 1-1/4 110- " 087 25 OB% #4 - - -_ _,.Invert r3 Combiner _ -8 f _ _ 1 3 _ 07 THHN 8 THHN Cu PVCIEMT 1-114 110 087 - 25 06% - I • _ - Combiner Main Panel _ - - 1 - 1 - 3 .1 THHN _ - - -iTHHN Cu PVCfEMT _-,314 110 087 20_ 06% --_ #6 - Grounding GEC to Grounding Electrode Conductor - - - _ - OR NO GEC•[5]To house ground,external groud rod,IrreverreClesplice- - In PV SOURCE CIRCUIT WIRE AMPACITY CONFIGURATIONS -INVERTER( -INVERTER2 Lm INVERTER31 ��----- --------NEC6908(B)(I) - - - ^ I - _---Recorded LTemperature -- -10 C _ -10 C' - --. -10 C-1 (Isc)•(1 strings)•,(1 56)_[6] 13.88 A % " _ - _Voc Temp Coefident - _ -0 33%IC - '--0 33 MJC -033%IC — _ 1� Number of Stnngs - ;- ;,2_ - ' z _ __ 2 X•Te-m Demte Conduit fill Derain>Circult Am ac Above Max Number of Modules In a String- - 14 - 13 _ 14 - - DC SYSTEM SPECIFICATIONS _- _---_- ----- 10 AWG __ For wlre run modu-!es toinir;6r --- + - Operating Current[/]-^ __-- _ 176 '-, 176 - - 18 Operating Voltage[B] - ._ _ _ 4354 - - - 4043 - 435 - - Max System Voltage[B] - _ _ ,5919-', -_549 6 592 #2 INVERTER OUTPUT AMPACITY CALCULAT,ION,(Same calculation for each Inverter) { Short Cucuil Voltag[10]- _ - 223 _ 223 _ -22 ze (Inverter Imp)I(1 25)-'-_ _ .4010416667 ,-"�T'-;',-, ,,, - - _ __ AG SYSTEM Max AC Output Current(round p);,.,__- - - 401 ;, _ _4.01 _ _313 ----- �_ _ Y_•(Tempara Derain) (Conduit fill 0erate)>,(ClrcuitAmpacdy Above)' - _ _InverterBreaker Sfzar - _ -- 40 - - _ 40 _ _i --F- ",. pi - , • l Operating AC Voltage: - '�' _ ,240 _J_-_"`- _: •',;,,.-.4,- - =r_._"_h-_.ry°'=+`.-.,'_._._-- _Y -________--____ -___ -_._�LL ___l__am_`-Ji_-___`-II _ _ B_R-E2A_4K0 E_R'AM 5 _ 240 6 AwgWire Size(AWG) AwGAw-c �, 01667oMan BeaRer Se LINETAPBEO46LneTe- Fr winimn invter to combiner USED DISCONNECT Amps _USE FUSESand #3 COMBINER OUTPUT WIRE AMPACITY CALCULATION _____ _f_- _ _ ___ __ ___ ___- ____•_'_- _-__ _. -_ ___ _____-__ ___-_ (Inverter lisp+Inverter imp+•j•(125}3` _�,}: -_�'�„�,a0-1Y' J`'� - `--__ _- _ _� _ _ _ _ _- __i ____ _ _______-�____ _�__________i-,.__�l_ �_ __-__ Y (Temp Derate)•(Conduit fill Deiate)>.(Cirw_ItAmpacily Above)ri- ', c4 '�r - ------ - ✓ii3,:�>> =s-.__, � 1ir4es�,,��11;��,�:.��';..- _ --------- --- --- ----I-----� —�----- III- --r-----t-- --- --- � --- ,I 1 AWG I For wire_mncoMbine(ro main 1 _ I