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HomeMy WebLinkAbout44801-Z 40, Town of Southold 10/9/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41511 Date: 10/9/2020 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2515 Hobart Rd, Southold SCTM#: 473889 Sec/Block/Lot: 64.4-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/7/2020 pursuant to which Building Permit No. 44801 dated 3/16/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels as applied for. The certificate is issued to Cunneen,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44801 8/20/2020 PLUMBERS CERTIFICATION DATED Authorized Signature ao�SUfFQI�co TOWN OF SOUTHOLD �y BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44801 Date: 3/16/2020 Permission is'hereby granted to: Cunneen, Thomas 2515 Hobart Rd Southold, NY 11971 To: install roof-mounted solar panels as applied for. At premises located at: 2515 Hobart Rd, Southold SCTM #473889 Sec/Block/Lot# 64.4-12.1 Pursuant to application dated 3/7/2020 and approved by the Building Inspector. To expire on 9/15/2021. Fees: SOLAR PANELS $50.00 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 otal: $200.00 B ildi or r Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees ' ` 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,•Commercial$15.00 Date. Z07� New Construction: Old or Pre-existing Building: (check one) Location of Property: �i House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision fifi Filed Map. Lot: Permit No. V Date of Pen-nit. Applicant: rTi-�fr� d e6o Z-T- Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y eck one) Fee Submitted: $ 6o Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, ► Aeim l S residing at (Print property owner's name) (Mailing Address) do hereby authorize C—rt-el-, Tea m,(Agent) C6^-' d to apply on my behalf to the Southold Building Department. wner's ignature) (Date) 1#0,0,4 JC T. 4 �Al iSr! (Print Owner's Name) CONSENT TO INSPECTION I dweS 6j,4 �-e-(✓1 , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s) of the r mises in the Town of Southold, located at ZS/S leo L4 �� AJ which is shown and designated on the Suffolk County Tax Map as Distnc 1000, Section , Block_�, Lot `'Z,Cid . That the undersigned(has) (have) filed, or cause to be filed,an application in the Southo d Town Building Inspector's Office for the following: a S� tc�J C®�� 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 premises 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: ��-[ '�/U�� (Signature) (Print Name) (Signature) (Print Name) pF SO!/r�,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� ® sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 ,r COUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Cunneen Address: 2515 Hobart Rd City,Southold st: NY zip: 11971 Building Permit#. 44801 Section: 64 Block: 4 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: JDG Electrical Company LLC License No: 60560ME SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches 4'LED Exit Fixtures Pump Other Equipment: 9.156kW Roof Mounted PV Solar Power System w/ (28)SPR-E20-327-E-AC Panels, AC Disconnect, SunPower Monitoring Notes: Solar Inspector Signature: Date: August 20, 2020 S.Devlin-Cert Electrical Compliance Form.xls # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrourm, '� 765-1802 INSPECTION [ "] FOUNDATION 1ST _ [ ] ROUGH PLBG. j ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) so/ov [ ] CODE VIOLATION ] PRE C/O REMARKS: cj DATE INSPECTOR �- F(c BEHAN - OCT - 9 2020 ENGLNEE. RING EUELDMT DEFT. September 3,2020 Illuminei 1201 South Main Street Milpitas,CA 95035 Re:As-Built PV System Affidavit—Cunneen Residence,2515 Hobart Road, Southold,NY 11971, Permit Number 44801 To the Town of Southold, The purpose of this letter is to provide certification that the subject Solar PV system has been installed per the system installation plans,dated February 28,2020, and the structural certification letter,dated March 2,2020. I have reviewed the installation on September 3,2020,and the installation,as performed,meets the requirements of the Town of Southold,residential code of NYS, and the provisions of ASCE 7-10. .Zi,OF NEW), cere , URD Rp 0� ' ev' Behan,P.E.,M.A.S.C.E. License 097936,Exp. 8/30/2022 097936 FESSIO�A� 110 HONEYMAN AVENUE • MIDDLETOWN, RHODE ISLAND 02842 • 401.207.8219 WWW.BEHANENGINEERING.COM FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) H ------------------------------------- FOUNDATION (2ND) z • � o H ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ' 0 z m X i H O ®, z e r� b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 l� Survey Southoldtownny.gov PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. Trustees C O Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Wates Assessment Form V Contact: Approved 20 Mail to _ Disapproved a/c k � Z_ Phone- 157C(0) , (0� Expiration ,20 Building Inspecto MAR ® G 2020 APPLICATION FOR BUILDING PERMIT Date_ _/l Art ,20% r„ _ INSTRUCTIONS ,a.This application_MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (l re,,m TrAh.Ll — Tc,s &Ir (Signature of applicant of namb.if a corporation) Cj. 14&r2;v� uY /i7 ql (Mailing address of applicant State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder C!%L, r Name of owner of premises (��/h u s n e-('1 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer S4'r� P-t (Name and title of corporate officer Builders License No. .L Plumbers License No. Electricians License No. — Other Trade's License No. 1. Location Sof land on w�luch proposed� `work will be done: -9,4 �qB�� 1I�J CC O✓�vl House Number Street /' ® � /Hamlet �J County Tax Map No. 1000 Section 6`'t Block 1 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy wr d&'.1.•u I b. Intended use and occupancy S''le" to 5 rk 0 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Sr6 4,- (Description) 4. Estimated Cost Z-74 01WO Fee ZU-t7 (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 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear 5 O Depth Z$ Height 7,11 Number of Stories 2a Dimensions of same structure with alterations or additions: Front Rear 0' Depth 'IHeight 7,1 r Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front W Rear q0 -Depth 10.Date of Purchase -I Name of Former Owner 11.Zone or use district in which premises are situated t2.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES �NO�WilI excess fill be removed from premises?YES NO 14.Names of Owner of premises l r`Uwi�f C(MARl AddressZ9 s li�v6n 7- C Phone No. Name of Architect Address " Xor Phone No Name of Contractor I{s- L t Address 3.3 Z-4 Da„(.e GK Phone No. I-{v(Iprnk 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 13€QUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO , *IF YES,i 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 OFI� being duly sworn,deposes and says that(s)he is the applicant (Name of individ al signing contract)above named, (S)He is the (�° �C�r (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 UR A performed in the manner set forth in the application filed therewith 1 Swo'm o before me this /,� day f �1 r l 20-1,0 No •Publi ature of Applicant yFDI BUILDING DEPARTMENT- Electrical Inspector O Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New.York 11971-0959 , Telephone (631) 765-1802 - FAX (631) 765-9502 rb�er' southoldtownny.gov-- seanda-southoldtownny.gov ., APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All-Information Required) Date: 3 Ul X20 Company Name: Tb %� f n���i ( CIAl L'�"C• _ Name: �r�tin •( f r License No.: Nl - (�p.s ( D email: Address: $ b t ifs /'l• 6mmc 2 Z$ _- Phone No.: 3 I-Z_ PERMIT# Address: Switches Outlets ? GFI's Surface Sconces NH's � i l UC Lis Fans Fridge HW Exhaust Oven Dryer Smokes l OW Service 1 - Carbon Micro Generator Combo Cooktop Transfer AC - AH - - Mini _ J Special: Comments: �„ oF so�l�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� C®UNTI,� September 11, 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD Green Team L.I. 332B Dante Court Holbrook, New York 11741 RE: Thomas Cunneen, 2515 Hobart Road, Southold a(� TE: Post certification letter from architect or engineer required before CO. TO HOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) A fee of$50.00. Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44801-Z Solar Panels t AeC>RV CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 02/27/2020 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 have ADDITIONAL INSURED provisions or 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 VAI Atlantic Agency Huntington, Inc PHCON o Ext: 631.244.7784 x2 NC Ne•631.709.5014 1469 Deer Park Avenue E-MAIL cs atlantica enc ADDRESS: 9 ycom N Babylon, NY 11703 INSURERS AFFORDING COVERAGE NAIC# INSURER Mesa Underwriiters Specially Ins Co. 36838 INSURED GREEN TEAM USA LLC INSURER • Main Street America Group 14788 DBA GREEN TEAM LI INSURER Acceptance Indemnity Insurance 20010 332 DANTE CT STE B INSURER D: HOLBROOK, NY 11741-3809 INSURER E: INSURER F. COVERAGES CERTIFICATE NUMBER: 00053242-877859 REVISION NUMBER: 70 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 CONTRACTOR 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 ILTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DD /YOLICY EFF MPOL POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY Y MP0031003009962 08/16/2019 08/16/2020 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES Ea occu rence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY E PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ B AUTOMOBILE LIABILITY B1Z3532A 10/15/2019 10/15/2020 EeMBINED a cd.ntSINGLELIMIT $ 500OOO C ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY X AUTOS ONLY Per accident $ `` UMBRELLA LIAB X OCCUR XL00012647 12/19/2019 08/16/2020 EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED N/A (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Solar Energy Contractor Sales,Installation& Service/Energy equipment sales or consult-Job:2515 Hobart Ave.,Southold, NY 11971 -Town of Southold(54375 NY-25,Southold,NY 11971)is an Additional Insured under the General Liability Policy,as required by written contract.The Certificate of Insurance is issued subject to all policy terms,conditions,limitations, exclusions and language of the policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE'DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE,THEREQF,NOTICE WILL BE DELIVERED IN Towyn of Southold ACCORDANCE WITH THE POLICY PROVISIONS: 54375 NY-25 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE (VAI) ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by VA1 on February 27,2020 at 11:27PM ' T NYSIF New York State insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE, NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^ 825004666 ATLANTIC AGENCY HUNTINGTON INC 1469 DEER PARK AVE %keb", NORTH BABYLON NY 11703 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GREEN TEAM USA LLC TOWN OF SOUTHOLD DBA GREEN TEAM LI 54375 NY-25 332 DANTE CT, SUITE B SOUTHOLD NY 11971 HOLBROOK NY 11741 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12446253-3 893393 06/02/2019 TO 06/02/2020 2/27/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2446 253-3, 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 YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION,OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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 P DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 158908722 ° r CERTIFICATE OF INSURANCE COVERAGE TATE Corrtpt�lnsation ao;ard DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured GREEN TEAM USA LLC DBA GREEN TEAM LI 267-249-1177 ATTN:AL LOPEZ 332 DANTE COURT, STE-B HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e., Wrap-Up Policy) 825004666 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 54375 NY-25 3b Policy Number of Entity Listed in Box"l a" SOUTHOLD, NY 11971 DBL534615 3c.Policy effective period 06/05/2019 to 06/04/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. ❑ B.Disability benefits only n C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of 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 and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/27/2020 By &hd hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are 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,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers' Compensation Board (Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111111 °°°1°1°1°1°°1°11!°!�°�!°!°°�IIIIIII V't D­ Eaw-, k, 5 A 'R§ V v "7 s'O a 30� I is, E M 1: ............. 3,4, O"K, e Ing �q epar *S�tffqIk_' C ounty D" tment qf4abor�,,L fis w � S _C61tsu Aff Irs : �J , M14 'X'117 v . i 'G SINM-M RIALT-U. 4NVAY U YORK 117 W" 31 0- NEW 88, VE T Mq 'J A 'k, UE 07/05 NO, -E U�t 18,S D /2018 '4-1 nNc Suffolk County, UOR Ct Ice"Se H- rovement tra or L IMP -1 "g, ",S i 0, This,is to cerflfy_that -A' do' kng busimess,as -GREEN TEANfUSA LLC DBA'.' m 'I e n -set 'eprovisiong,6f h4ving f�rnished the requirime ts forth in accordaneei�vith�and sk�bjtbt to th appili6ble,laws, rule's ,IM4 4;. ,l V Coof Sufficilk, StAte of' anexk,York is bereb 66�6sed:w conduct bu iness a�5 a 140ME d regulati6n§ of the . nty Y -'in the County-of Suffolk. N h PRO VEM ENT CONTRACTOR UII�"'1�12_ 124 4� 'g,4,w g-sq' NOTNALIUNWIMOUT Additional Bu s License Categon, 1—fte ss A DEPARTME',NTAL SEAL M-WINIDO)VS AIND SIDINIG - K t420-MIJ -ATION, -X'IKWA:k'URRVNT GRE E, TEAM U n Ni 99-OTTIER n QQN.'�UAIER AIKVMRS ' 0 (RS g"w, Rik w T &U K AD CARD -P -4 , rIP YG Commissioner ?'d' N, Akw Ul ni V m Q V, P 0,RI11 Z P-11\ 1m, .0i SWTolk CpUnty Dept of La6br3 Gcthsin &co,nsurne"r Alf airs Name Bu-�iness Name K PEEN TEAM USA LLC DSA This ti3s` f h $.i 1w ♦♦'(, t,er o�wi r iy Lai 'r s iurnb r �1I-�€ 887 >Jy .3�1a;i 'ti"3'a3t�f�a1 svfolik •Issued- 0710 512 011 8 Eiys., 01101,12026 g1V ,t2V2 t k Suffolk Coeiitty De�Ubf -Labor`:Licensin9 Gorisumer Affair MASTER ELECTRICAL LICENSE Nam' e JOR2-. N?GILBERT g IF Ai 6ass Name -COMPANY LLC :This-certifies,that the bearer i5¢u4y licensed- License Nunn eT�;ME-60560 f 6y'the C6urity'of'Suffdolk _ - Issued ' 08/Q9/2018 Commias:on.er .4 Expires: 08/01/2020 3 BEHAN ENGI, NEE. RING March 2,2020 Muminei 1201 South Main Street Milpitas,CA 95035 Re: Evaluation of Roof Structure for PV System Loads—Cunneen Residence,2515 Hobart Road, Southold,NY 11971 To Whom It May Concern, Per your request,we have reviewed the existing structure at the above referenced site.The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Codes: International Building Code,International Existing Building Code,2015 Editions;NY Uniform Code Supplement, 2017 Edition Occupancy Category: II Design wind speed: 130 mph per 2015 IRC, Fig. 301.2(4)B Wind exposure category:B Ground snow load: 30 psf per ASCE 7-10 Existing Roof Structure Roof structure: 2x6 rafters @ 16" O.C. (timber grade: SPF#2) Roofing material: composite shingles Roof slope: 14° (roof 2);45° (roofs 1 &3) Number of Roof Shingle Layers: One Connection to Roof Mounting connection: (1) 5/16'lag screw w/ min. 3-1/4" embedment into framing at max. 32" O.C. along rails for roof 2 and 64" O.C. along rails for roofs 1 &3 Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array, other live loads will not be present or will be greatly reduced.The member forces in the area of the solar panels are not increased by more than 5%; thus,the stresses of the structural elements are not increased by more than 5%.Therefore, the 110 HONEYMAN AVENUE • MIDDLETOWN, RHODE ISLAND 02842 • 401 .207.8219 WWW.BEHANENGINEERING.COM requirements of Chapter 8 of the 2015 IEBC are met and the structure is permitted to remain unaltered. The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface.Thus,we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible.The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift),the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Chapter 8 of the 2015 IEBC.Thus the existing structure is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards.The contractor shall notify Behan Engineering should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member.The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking (mounts, rails, etc.),and electrical engineering is the responsibility of others.Waterproofing around the roof penetrations is the responsibility of others.Behan Engineering assumes-no responsibility for improper installation of the solar array. OF N�'�,¢ Sinc el ARD �'z �••.,a ..,� j j, F k Kevin E.Behan,P.E.,M.A.S.C.E. 1 NY License 097936,Exp. 8/31/2022 �trO 097936 rV �F-SS`o����. 110 HONEYMAN AVENUE MIDDLETOWN, R HODE ISLAND 02842 • 401.207.8219 WWW.BEHANENGINEERING.COM Project: Kane Job No. Components and Cladding Wind Calculations Label: Note: Calculations per ASCE 7-10 Site Specific Wind Parameters: Basic Wind Speed (mph):;' 130 Notes: 2515',Hobard Road,Southold, NY , Terrain Category:; Q 11971; Roofsl&3.Calculations Risk/Occupancy Category:; II s Importance Factor, I:1 1 Roof Pitch (h/12)::, :3.0 or 14.0 degrees Building short side(ft); 16.5 z _: Building Long Side(ft), '38_.7 s a (ft) - -3.0 - Solar Panel:: Sunp6wer•SPR-E20-327-E-AC., Panel Dimensions: 3:43- ft x 5:11 ft Panel Weight:' 42.-9 lbs Additional Input&Calculations: _ Roof Height, h(ft): ! 19.0 (Approximate) Comp/Cladding Location: ;Gable Roof(27 deg<0:5 45 deg) Note: Controlling case of Roof 1 angle used Enclosure Classification: Enclosed' ;for wind load calculations. Zone 1 GCP:; 1 'Figure 30.4-2C F r Zone 2 GCP: 1.2. z Zone 3 GCP:? yT°1.2 W i ° ' `'7 Table 26.9-1 Zg(ft)::; °;,120Q >ITable 26.9-1 Kh: .1.03 ;Table 30.3-1 Krt: 1:Q %Section 26.8; Figure 26.8-1 . 7 Kd: 0.8S :Table 26.6-1 Velocity Pressure,qh(psf): 37.9 Equation 30.3-1 GCP,: i 0.18 y'Section 26.11;Table 26.11-1 Calculated Wind Pressure: from equation 30.4-1 Zone 1 Pressure, p(psf): 31.1 (Interior Zones) Zone 2 Pressure, p(psf): 38.6 (End Zones) Zone 3 Pressure, p (psf): 38.6 (Corner Zones within a) Project: Kane Job No. 0 Lag Screw Connection Capacity: Lag Screw Size(in):?.:0:3125' Cd: 1:6- 7 'NDS Table 2.3.2 Fastener Penetration' 1'25' Grade:, SPF G: 0-42 NDS Table 11.3.3A Capacity/inch (lbs): I0.4,8"',,_ NDS Ecin 11.2-1/Table 11.2A Number of Screws' Total Capacity(lbs):'--,665.5 Demand: Capacity>Demand,Connection OK Max Spacing Between flashings:,,", in Max Max Pressure Tributary Tributary Max Uplift Zone (Psf) Width 2(ft) Area 3(ft2 Force(lbs) 1 31.1 5.33 13.62 423.1 2 38.6' 5.33 13.62 5-26.31; 3 38.6 5.33 13.62 >526.3 1. Penetration is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. - 2. Maximum tributary width is the maximum flashing spacing per the panel installation drawings and racking mfr. 3. Maximum tributary area is the product of the max tributary width and 1/2 of the solar panel width/height (perpendicular to rails) Project: Kane Job No. 0 Calculate Gravity Loads Roof Dead Loads Roof Pitch/12: 3 or 14.0 degrees Framing Spacing j " 16, inch OC Rafter Size 2" 6 Wood Density 35 pcf Framing Weight 2.2 psf Pitch Factor Flat Load Composite Shingle: 2.7 psf 1.03 2 psf Sheathing 1.0 psf(assumes 1/2 plywood) 1 psf Total DL 5.92 psf Solar Panel DL 2.62 psf Roof Snow Loads Ground Snow Load (psf):!.—',-,'k6_' ;From 2013 RISBC for One and Two Family Dwellings Terrain Category: D ASCE 7-10,Table 7-2&Sect. 26-7 Roof Angle(deg): 14.0 Roof Exposure::: Fully Exposed • ;ASCE 7-10,Table 7-2 Existing Ro Solar Array snow exposure factor(Ce)'; 0.9 w 0.9 IASCE 7-10,Table 7-2 thermal factor(Ct)s„ 1.1 1.1'_ ;ASCE 7-10,Table 7-3 snow importance factor(Is); 1 1 .':;ASCE 7-10,Tablel.5-2 Unobstructed Slippery Surface? No. Yes" slope factor(Cs) : : ':1 0.4- 'ASCE 7-10, Figure 7-2 Design Snow Load (psf) 20.8 8 ASCE 7-10, Equation 7.4-1 Roof Live Loads Existing Roof Solar Array Existing(psf): 20 ASCE 7-10,Table 4-1 In Way of•Solar Panels: 0 Summary of Loads Existing Ro,Solar Array DL(psf) 5.92 8.53 Live(psf) 20 0 Snow(psf) 20.8 8 Combined Loads Existing Ro Solar Array D+L 25.9 8.5 D+S 26.7 16.9 Maximum Combined 26.7 16.9 Project: Kane Job No. 0 Maximum Member Forces Location:'Roof 1(Controlling Case) Geometry: Span (ft): 20.0 Solar Panel Array_Start, a (ft): 0.5 Solar Panel Array Length, b(ft):- 19.0 Truss/Rafter Spacing(ft): 1.33 Member Forces: Existing With PV Ratio Vertical Reaction Vl(lbs): 356.1 231.2 64.9% Vertical Reaction VZ(lbs): 356.1 231.2 64.9% Moment @ Center,,M (ft-lbs): 1780.6 1125.0 63.2% OK The member forces in the area of the solar array are not increased by more than 5%.Therefore,the requirements of Chapter 8 of the IEBC are met and the structure is permitted to remain unaltered. Project: Cunneen Job No. Components and Cladding Wind Calculations Label: Note:Calculations per ASCE 7-10 Site Specific Wind Parameters: Basic Wind Speed (mph):`~ '130 Notes: ;2515 Hobard Road,,Southold, NY E Terrain Category::- .• D. 111971; .Rdbf.2 Calculations Risk/Occupancy Category:± II Importance Factor, I:i. 1 = i Roof Pitch (h/12): 3AQ- or 14.0 degrees Building short side(ft)j ,11.0 , Building Long Side(ft)1 31.0_ i a(ft) 3.0 Solar Panel: •Sunpower^SPR-E20-327-E-AC ; z Panel Dimensions: 3.43' , ftx 5.11 ft Y Panel Weight:,i'; 42.9 _^ lbs }_ ____.___.____. __.________a_'__'_.___• .__.___ Additional Input&Calculations: Roof Height, h (ft): 17.0 :'1(Approximate) Comp/Cladding Location: ;Gable Roof(7 deg<05 27 deg) Enclosure Classification: Enclosed _ Zone 1 GCP:, 0.9 ;Figure 30.4-213 Zone 2 GCp:; 1.7. z, Zone 3 GCP:; 2:6 { a:= 11.5 Jable 26.9-1 Zg(ft): 700; ,'Table 26.9-1 Kh: 1.03 -Table 30.3-1 Krt: 10 =Section 26.8; Figure 26.8-1 i Kd: i; 0.85 (Table 26.6-1 Velocity Pressure,qh(psf): 37.9 Equation 30.3-1 GCpi: 0:18 iSection 26.11;Table 26.11-1 Calculated Wind Pressure: from equation 30.4-1 Zone 1 Pressure, p(psf): 27.3 (Interior Zones) Zone 2 Pressure, p(psf): 57.6 (End Zones) Zone 3 Pressure, p(psf): 91.7 (Corner Zones within a) Project: Cunneen Job No. 0 Lag Screw Connection Capacity Lag Screw Size(in):,,, 0.3125' :'' .4 Cd:; 1:6. ' r NDS Table 2.3.2 Fastener Penetration'(in):s 3.251 Grade:'-", '.rSPF, G:;" ` 0.42 . `':NDS Table 11.3.3A Capacity/inch(lbs)::' '2048 '.r: NDS Eqn 11.2-1/Table 11.2A Number of Screws;" I Total Capacity(lbs):; 665.5° Demand: Capacity>Demand,Connection OK Max Spacing Between Flashings:?@ : 32,• :•'in Max Max Pressure Tributary Tributary Max Uplift Zone (psf) Width (ft) Area3(ft2) Force (lbs) 1 27.3 2.67 6.81 185:8, 2 57.6 2.67 6.81 _'392:1 3 91.7 2.67 6.81 U4.3- 1. Penetration is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. 2. Maximum tributary width is the maximum flashing spacing per the panel installation drawings and racking mfr. 3. Maximum tributary area is the product of the max tributary width and 1/2 of the solar panel width/height (perpendicular to rails) Project: Cunneen Job No. 0 Calculate Gravity Loads Roof Dead Loads Roof Pitch/12: 3 or 14.0 degrees Framing Spacing i-16 " s inch OC Rafter Size :6, Wood Density 35_..=_k.pcf Framing Weight 2.2 psf Pitch Factor Flat Load Composite Shingle: 2.7 psf 1.03 2 psf Sheathing 1.0 psf(assumes 1/2 plywood) 1 psf Total DL 5.92 psf Solar Panel DL 2.62 psf Roof Snow Loads _ Ground Snow Load (psf):' µ "30 From 2013 RISBC for One and Two Family Dwellings Terrain Category: D ASCE 7-10,Table 7-2&Sect. 26-7 Roof Angle (deg): 14.0 Roof Exposure: ,• `Fully ExposedT,-` 'ASCE 7-10,Table 7-2 Existing Ro Solar Array_ snow exposure factor(Ce)!, ` 0.9 `;' °`,0.9t _'ASCE 7-10,Table 7-2 thermal factor(Ct),w; '°,ASCE 7-10,Table 7-3 i snow importance factor(Is)j;. -•1, , = 1 ;ASCE 7-10,Tablel.5-2 Unobstructed Slippery Surface?i No", Yes slope factor(Cs) ;Y'T 6 1. _0.9 ,`ASCE 7-10, Figure 7-2 Design Snow Load (psf) 20.8 19 ASCE 7-10, Equation 7.4-1 Roof Live Loads Existing Roof Solar Array Existing(psf): 20 ASCE 7-10,Table 4-1 In Way of Solar Panels: 0 Summary of Loads Existing Ro Solar Array DL(psf) 5.92 8.53 Live(psf) 20 0 Snow(psf) 20.8 19 Combined Loads Existing Ro Solar Array D+L 25.9 8.5 D+S 26.7 27.2 Maximum Combined" 26.7 27.2 e Project: Cunneen Job No. 0 Maximum Member Forces Location: Roof 2 Geometry: Span (ft):; 11.0 Solar Panel Array Start, a (ft):: 0.8 Solar Panel Array Length, b (ft):i 9.0 Truss/Rafter Spacing(ft): 1.33 Member Forces: Existing With PV Ratio Vertical Reaction Vl(lbs): 195.9 199.2 101.7% Vertical Reaction VZ(lbs): 195.9 199.0 101.6% Moment @ Center, M (ft-lbs): 538.6 549.1 101.9% OK The member forces in the area of the solar array are not increased by more than 5%.Therefore,the requirements of Chapter 8 of the IEBC are met and the structure is permitted to remain unaltered. 9.156kW(DC )PHOTOVOLTAIC SYSTEM PROJECT DEVELOPER AND OWNER: CONSISTING OF(28)327 WATT MODULES SITE INFORMATION APPROVED S NITSD ®© a RILJ �� ��0 B.P.# _ HEA� 7i �6 DATE. CUNNEEN,THOMAS CO"9 FGREEN TEAM GREEN TEAM LI DAN SITE NAME: CUNNEEN, THOMAS FEE: . BY: 28DX SON NOTIFY BUILDING DEPARTMENT AT 2515 HOBART RD., SOUTHOLD, NY 11971 HO BROOK NY 11741 765-1802 8 AM TO 4 PM FOR THE (631)-813-0446 SITE ADDRESS: 2515 HOBART ROAD, FOLLOWING INSPECTIONS: SECTION:- 064 BLOCK:- 04 PROJECT NAME: SOUTHOLD, NY 11971 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE LOT:— 01 2.001 CUNNEEN,THOMAS 2. ROUGH - FRAMING & PLUMBING PHONE NO.: (631) 655-8870 3. INSULATION SITE ADDRESS: 4. FINAL - CONSTRUCTION MUST9 ��j 2515 HOBART ROAD, AERIAL MAP BE COMPLETE FOR C.O. � ������� �� SOUTHOLD,NY 11971 ALL CONSTRUCTION SHALL MEET THE DESIGNCONS REQUIREMENTS OF THE CODES OF NEW 7 L YORK STATE. NOT RESPONSIBLE FOR ® �®�� ����`g� - ���a��� 1!`' DESIGN OR CONSTRUCTION ERRORS. SUns'��ulce Ijs� 1 3 / 3326 DANTE CT., HOLBROOK, NY 11741 �� `�"�� ���^{�V� SOLAR FROA9 THE CORE www.SunSource-Eilergy.com a a ALL SHEET LIST TABLE �;v�P�.`t WITH CODES ®� NEW YORK STATE & TOWN CODES #a ®� DRAWING NO. SHEET TITLE AS REQUIRED A PV-01 Title Sheet SOUTHOLD TOWN PV-02 Site Plan •. - ``" SOUTHOL N PLANNING BOARD PV-03 Roof Plan ;, �; ► a 0 G � SO OLD TOWN TRUSTEES PV-04 Electrical Diagram „P PV-05 Mounting Details-1 S. . .DEC PV-06 Mounting Details-2 c.,`�� �� A RD *� PROJECT NOTES: ELWMCAiL 019KC ON REQMw °C C U PAN CY OR N I � L � 1. THE INSTALLATION OF SOLAR ARRAYS AND PHOTOVOLTAIC POWER SYSTEMS SHALL BE IN ACCORDANCE WITH THE 2015 unci 097936 INTERNATIONAL BUILDING CODE(IBC), THE 2015 INTERNATIONAL RESIDENTIAL CODE(IRC)INCLUDING SECTION 324(IRC), CHAPTER 23 � p (IRC), CHAPTER 9(IRC), SECTION R301.4,TABLES R301.5, R301.6, R301.7, F THE IRC,THE 2017 UNIFORM CODE SUPPLEMENT,THE 2015 ��55 p U10 {��Zo2o tl C RTFI C V E WOOD FRAME CONSTRUCTION MANUAL(WFCM 2015), NFPA 70 STANDARD"NATIONAL ELECTRIC CODE"AND THE ZONING CODE OF THE / • 4 C C C g g���� C � TOWN OF SOUTHOLD. �� s N� 2. THIS NEW YORK STATE RESIDENTIAL PROJECT IS IN ACCORDANCE WITH R301.2.1.1 (IRC)AND THE 2015 WOOD FRAME CONSTRUCTION DRAWINGNOTES: MANUAL. THE FOLLOWING APPLIES TO THIS PROJECT: THE ROOF STRUCTURE AND THE SOLAR PANEL ASSEMBLY CAN WITHSTAND THE I IF THIS DRAWING DOES NOT HAVE THE FRONT VIEW WEIGHT OF THE SOLAR PANELS,THE SNOW LOAD AND THE UPLIFT CREATED BY A WIND SPEED OF 130MPH. SIGNATURE AND THE INK SEAL OFANEW ii '•` YORK PROFESSIONAL ENGINEER,IT IS NOT .i� . � ' � ` • " A LEGITIMATE DOCUMENT AND NO 3. A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC 690-47 AND 250-50 THROUGH 60 250-166 SHALL BE PROVIDED. PER NEC, LIABILITY IS ASSUMED FOR THE ' fi` .; Y., �.'.. =�• =�' GROUNDING ELECTRODE SYSTEM OF EXISTING BUILDING MAY BE USED AND BONDED TO AT THE SERVICE ENTRANCE. IF EXISTING INFORMATION SHOWN. 4. SYSTEM IS INACCESSIBLE, OR INADEQUATE, OR IS ONLY METALLIC WATER PIPING,A SUPPLEMENTAL GROUNDING ELECTRODE WILL BE SHEET TITLE: TITLE SHEET USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE CONDUCTORS SHALL BE NO LESS THAN#8 AWG AND NO GRATER THAN#6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING COMMENTS . = _ >.' :• REV# DATE ELECTRODE TO PROVIDE FOR A COMPLETE SYSTEM. 0 02/272020 DRAFT REVIEW I- 1 02282020 COMMENTS INCORPORATED 011 4. REFER TO THE SUPPLIED MANUALS WHEN INSTALLING ALL EQUIPMENT AND MATERIALS. -Amgr4l _ _ e .e" 5. THE PV CONNECTION IN THE PANEL BOARD SHALL BE POSITIONED AT THE OPPOSITE (LOAD)END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. NEC 690.64(6)(7). „-•r'Z,, y° + r,:�,` ;,o"f,�',3.:`.=�;yL •regiµ«''^ „�.c^:aE,=�,• ,Y.3 Ys3 F ^. : =>: _ ..zz"`;•_ s,,, ;,P-,`,_«. ,t;, y+ Lit,„ 6. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE PROJECT# DATE:0212712020 �a:;rFr.'''4';` r , •`--^+ ',,- .. `h'r:• ` "�:`�., `r:'= AND THE PANEL OR INVERTER IF SMALLER THAN#6 AWG COPPER WIRE PER NEC 250-64B.THE GROUNDING ELECTRODE CONDUCTOR DRAWN BY:AM SCALE:NTS CIS +^R 4 \k,'� W t.a.F±l�.a'°'�,c�. ( ) N”, -,7 i•. _ =, ., ; OR JOINTS AT BUSB WILL BE CONTINUOUS, EXCEPT FOR SPLICES JO ARS WITHIN LISTED EQUIPMENT PER NEC 250.64. e�,� . t�t{y��' � e. �` x, ° 7. ALL SIGNAGE WILL BE INSTALLED AS REQUIRED BY NEC ENFORCED BY AUTHORITY HAVING JURISDICTION. Pv -O �saiya�8 +a">'yi" r,eSaYw.t•''°cF,l�r?I,„.". ` ,„y� ryy°� r ,ez;4>"F ':.z�;>'.5't`'�ti.;"»ik�s:�° ':�^�•,rs.Sr�°;.;:�;� e'^r-�,�€:'�?:�;i' "?A>A«-`.t�,�>'"-�'.'.syr.,..-�..i'a•v:�'h^`^'�zi,[;q."; System Properties: PROJECT DEVELOPER AND OWNER: Solar Module Mfg.: SUNPOWER o : Solar Module Model: SPR-E20-327-E-AC z o1����� No. of Solar Modules: 28 —jI�Ir[AWM LQ COMFONT•HEALTH•SAYINGS GREEN M Ll No. of Modules per String: 12, 11, 5 Q DAN WHITTSON Mounting System: Sunpower®Invisimount 332B DANTE CT, HOIBROOK Nr 11741 Mounting System Type: Pitched Roof < (631)-B13.4446 Solar Array Azimuth: Roof 1 - 2070 , Roof 2 & Roof 3 - 270 Solar Module Tilt Angle: Flush Mount 3-6" off Roofline ^^ PROJECT NAME: Total Weight of Array: Roof 1 - 765.76 lbs , Roof 2 - 429 lbs , Roof 3 - 136.91 lbs = CUNNEEN,THOMAS Total Distributed Weight: Roof 1,2 & 3- 2.76 psf SITE ADDRESS: Total DC System Size: 9.156kW 18"OFFSET FROM EDGE, 2515 HOBART ROAD, Q SOUTHOLD, NY 11971 DESIGN CONSULTA NT - - - - - - 31= - - - - - - -41"OFFSET FROM RIDGE O - -- 6"OFFSET FROM EDG I Sun5ouee 1 NIS `� " 3"OFFSET FROM EDG 1 SOLAR FROM THE CORE If 18"OFFSET FROM RIDG � �vw��v.SunSource-Energy.com 18"OFFSET FROM RIDGE---- ® ROOF2 28"OFFSET FROM EDGE---- A,? \ "OFFSET FROM RIDGE ROOF 1 097936 '- '� - - - - - - - - - - - - � SSI � L- - - - - - - - - - - 3%2020 —�6 3 BUILDING FRONT DRAWINGNOTES: 1. IF THIS DRAWING DOES NOT HAVE THE SIGNATURE AND THE INK SEAL OF A NEW YORK PROFESSIONAL ENGINEER,IT IS NOT A LEGITIMATE DOCUMENT AND NO LIABILITY IS ASSUMED FOR THE INFORMATION SHOWN SHEETTM.E: SITE PLAN REV# DATE COMMENTS 0 02!27/2020 DRAFT REVIEW 1 02128/2020 COMMENTS INCORPORATED s � N A2\\��o PROJECT# DATE.0212712020 S\.�Or O&21 DRAWN BY:AM SCALE:1'=IV Z 0 5' 10' 20' 40' SCALE-1"=10' ---- H 0 BART RD. PV-02 PROJECT DEVELOPER AND OWNER: ROOF,DETAILS • Rafter Size : ROOF 1 ,2 & 3- 2" X 6" SYMBOL KEY• �g'' GREEN • Rafter Spacing : ROOF 1 ,2 &3- 16" On Center ® RAIL"T L j TEAM Ln • Roof Pitch : ROOF 1 -450 —RAFTERS GOdIFONT•HEALTH•SAVINGS ROOF 2- 14° —ROOF GREEN TEAM U D SOLAR MODULE DAN WHITSON ROOF 3-450 332B DANTE CT., • Rafter Span ROOF 1 -240" DESIGN CRITERIA FOR AHJ' N HOLBROOY,NY 11741 ROOF 2-132" ITEM VALUE SITEA7SMUTH (631)-813-0446 ROOF 3-66" BASIC WIND SPEED 130 MPH 207'&27" • Horizontal Span : ROOF 1 -170" SNOW LOAD 20 psf PROJECT NAME: CUNNEEN,THOMAS ROOF 2-109" ROOF 3-46" • Max. Cantilever of Rails : 24" SITE ADDRESS: • Max. Span of Rails : 64" Roofs 1 & 3 (Staggered) SUTILITY METER (NORTH SID 2515 HOBART ROAD, 32" Roof 2 (Staggered) EXTERIORWALL) SOUTHOLD, NY 11971 • Layers of Composite Shingles One Layer SERVICE RATED AC DISCONNECT ROOF2 (NORTH SIDE EXTERIOR WALL) m DESIGN COS AC COMBINER BOX EXTER OR WASID SID LL) � �_ - -- --�� -��- .� ® � SunS�- urce ;E MAIN SERVICE PANEL(IN GARAGE SOLAR FROM THE CORE F www.SunSource-Energy.com r� MODULE INTEGRATE v J MICROINVERTER (ON ROOF) J O I 0 ROOF 11 c --- I I I-I-I I It. 1 1 1 1 1 1 . 1 ' r ®F INgE MODULE INTEGRATE - I I - 11 1 �® MICROINVERTER I 1 1 I NG FRONT ��� RD (ON ROOF) - - ❑ I i R v 3 PV MODUL -F f I I l S. I 1 1 1 1 1 I I I I I I I I 1 1 1 RAI L 4► MODULE INTEGRATED— MICROINVERTER I I I I 7 T I 1 1 1 11 (ON ROOF) r �� �+`�7936 I I � Illfll IIII V III I SUNPOWER ` INVISIMOUNT ! N V FLASHINGS10` 2/ I11111 � 1111 II IIII III1111111 � �/ 2020 X 1 1 1 1 1 1 1111 I I I I I I ( I I I I RII ;FI11I I I 1 1 1 1 1 1 1 1 1 1 1 1 1-1 -r 1-1 1 1 1 1 1 i 1 SUNPOWER INVISIMOUNT L 14 I_1 I I I I j l l l l l FLASHED FOOT DRAWING NOTES: I IF THIS DRAWING DOES NOT HAVE THE BUILDING FRONT SIGNATURE AND THE INK SEAL OF A NEW _ YORK PROFESSIONAL ENGINEER,IT IS NOT A LEGITIMATE DOCUMENT AND NO 5116" LAG SCREW WITH 3-1/4"OF LIABILITY IS ASSUMED FOR THE THREAD EMBEDDED INTO RAFTER INFORMATION SHOWN. SHEET TITLE: K7"N MOUNTING DEETATI S- ROOF PLAN REV# DATE COMMENTS 0 02127/2020 DRAFT REVIEW 1 0212812020 COMMENTS INCORPORATED ---- HOBART RD. ---- 1 ROOF PLAN (N.T.S) PROJECT# DATE:02127/2020 DRAWN BY:AM SCALE:ws PV-03 *ALL CONDUITS TO BE PVC EXCEPT WHERE DC CONDUCTORS ARE RUN WITHIN THE BUILDING PROJECT DEVELOPER AND OWNER: ELECTRICAL NOTES: SYSTEM DETAILS: 1. All equipment to be listed by UL or NRTL and labeled for its application. 2. All conductors shall be copper,rated for 600V at 90 degrees C and rated for wet environment such as THWN-2. Lis J TEAM L9 3. Where sizes of unction boxes,raceways,and conductors are not specified,the contractor shall size per code. COMFORT REENHEALTH LISAVINGS PV ARRAY=9.R 327 4. Modules shall be bonded to support rail per MFR's instructions. P (28)SUNPOWER 327W MODULES PP P DAN WHITSON (3)SERIES STRINGS(12, 11 &5 MODULES PER STRING) 5. Modules support rails to be bonded to continuous copper G.E.C.via weeb lug or Ilsco lay in lug. 332B DANTE CT., 12 MODULES 11 MODULES 5 MODULES 6. Provide inverter with options,voltages,and accessories as required by project site conditions. HOLBROOK,W 11741 RECORD LOW TEMPERATURE(°C)=-15 IN CIRCUIT-1 IN CIRCUIT-2 IN CIRCUIT-3 7. Combiner boxes,fuses,wire sizes,quantities, and conduit sizes between solar arrays and inverter to be verified (631)-813.4446 by contractor with solar panel and inverter Mfg.before intallation. PROJECT NAME: 8. All electrical work shall be in accordance with all applicable portions of the state building code and NEC. 4 9. Provide conduits,wire,grounding,etc.to accomodate utility Co.voltages prior to installation of metering and CUNNEEN,THOMAS connection to grid. 40 40 10. Inverters to have integral DC and fused AC disconnects. SITE ADDRESS: EQUIP. QTY. DESCRIPTION I I I 11. Fuses to be CL/TD/DE unless recommended otherwise by Mfg. 12. Contractor shall coordinate grid-interface work requirements with utility company before installation. SPR-E20-3Z7-E-AC L — — _L — J 2515 HOBART ROAD, SOLAR PV — — — 13. Disconnect switch required by utility Co.shall be pad-lockable in the open position. SOUTHOLD, NY 11971 MODULE WITH AC MAX.CONTINUOUS OUTPUT I 14. Line Side Tap to follow NEC'Tap Rule"240.21(B). D INTEGRATE28 CURRENT @ 240V:1.31A MICEGRA ED AC OUTPUT VOLTAGE @ 240 V:211/240/264V i AC MAX.CONT.OUTPUT POWER:32EXISTING SINGLEDESIGN CONSULTANTS JUNCTION 7 W I ELECTRICAL SERVICE SUI1s `�UI"cC' PHASE 240VAC SYSTEM DETAILS BOX 1 GARCON I PANEL MANUFACTURER:SUNPOWER � kt � 1 PANEL MODEL:SPR-E20-327-E-AC SOLAR FROM THE CORE PANEL COUNT:28 www.SunSource-F-nergy.com INVERTERS 28 MODULE INTEGRATED I SERVICE RATED AC INVH EXISTING DISCONNECT 60A 2PH 240V M UTILITY NON FUSIBLE W NEMA 3R 3 B METER ENCLOSURE RAINPROOF AC COMBINER 1 200A RATED HOMELINE HOM48LI25GRB I ROOF J-BOX BOX LOAD CENTER WITH(2)20Al2P BREAKERS I r— EATON — — — — I I I I SERVICE RATED EATON DG223URB AC DISCONNECT 1 SERVICE RATED DISCONNECT UL LISTED I 240VAC,60A,NON FUSIBLE NEMA 3R 3A I 60A -1 .r0 i�FPy LINE SIDE TAP r�'�'„ , �Q PV BREAKER 0 N.A. IUkd y <� MAIN SERVICE 2 — — — 60A DISCONNECT 1 240V,200A I s' s I IGROUNDED — — — — — DC(-) I I I I — — — NEUTRAL sed 097936 — — — — — Ll N I HOM48L5GRB I I � FESS1 �" 202 0 L1 I I L2 NEUTRAL I I I — — — — — EGCI II I DRAWINGNOTES: L GEC I — — —1 1. IF THIS DRAWING DOES NOT HAVE THE SIGNATURE AND THE INK SEAL OF A NEW YORK PROFESSIONAL ENGINEER,IT IS NOT AND NO F 6#10 1#6 EGC 1"CONDUIT I UABH IS ASSUMED FOR THE EXISTING MAIN SERVICE INFORITYIONSHOWN. RTHE INFORMATION SHOWN. PANEL 2PH 240V 200A SHEETTITLE• 2 WITH SERVICE 6#101#6 EGC 1"CONDUIT I DISCONNECT 200A I 240V 4 REV# DATE COMMENTS EW R3A 3#81#8 EGC 1"CONDUIT I AC — `� 1 02/27/2020 EN S INCL PO I 1 02128!2020 COMMENTS INCORPORATED I Him _ R3B 3#61#8 EGC 1"CONDUIT I I 4❑ #6 DC GEC TO EXISTING AC ELECTRODE I I PROJECT# DATE:0212712020 "ROD,PLATE OR PIPE" I DRAWN BY:AM SCALE: ❑5 EXISTING GROUNDING SYSTEM * NOTE: PV_04 "ALL ELECTRICAL WORK WILL BE PERFORMED BY A LICENSED ELECTRICIAN." " N • L li •' f ,Ir ,- l.• , - .5.ar' ti���.�v. ;VAz`JD (, ,• €•, '•_ - - , I � [_ , .n I :� ,il,f - !I "s"q.'1�4�"",i�...e�'`r��+•,•ss'�,ti�na {; i! i _ �i� - �l; -:,�:�' ..q�'3'`'YJ i`:,�+^""'_� �.. a ,'t. r., �y;�;.`�''�' .� �• yA a. ,fcl „ i !1, , . ii' ,,, • . li t«sj'>Y;...r, k. ,'� a.�,. a•N. IFZr Vi `k .L i aid „y' •`�.a....� '"i ,4 . Ti•�, )1,. 2. C„'F l„,�_3.: :'s_ { 'a' `r i ••"""'' f '* -''•S,• ' :�., c` ,�'� . '` " r:y:aa•' a 't,',+:x :�,u +'%/ /, " ', A; ;. A• J Y' �'sw•" �+� _ `�,' -- ,%��` x,a'a. - .. - A -- ;'"1.! e - }',;fit r='_'Fba •�'^•...R - - - - €;�� 1017M IN N Simple and Fast Installation — ----�-- ---- - ' Integrated module-to-rad grounding Pre-assembled mid and end clampsModule*/Mid Clamp and Rad Module*/End Clamp and Rall Levitating mid clamp for easy placement Mid clamp width facilitates consistent,even module spacing - • � ^�r K.. Simple,pre-drilled rail splice UL 2703 Listed integrated grounding Flexible Design a, , -- - = - �,,•�' LL Addresses nearly all sloped residential roofs � �� Design in landscape and portrait Mid Clamp End Clamp Rail&Rai Splice Ground Lug Assembly End cap Rads enable easy obstacle management -------- ------ - �' Customer-Preferred Aesthetics t#1 module and#1 rnounUng aesthetics t r Best-in-class system aesthetics Elegant Simplicity - -- —-- ------ Premium,low-profile design Black anodized components SunPowerOInvisiMountTA'' is SunPower-designed a_ _ s'mg_ ice- "j',' F -I [ r )tr �o *4*4 i Tempe dNre -40°C to 90°C(-4(r Fto 194'F) Hidden mid clamps and end damps rail-based mounting system.The InvisiMount system ; Component Materia, Vv&ght ! 4 Max,Load(LRFD) 3000 Pa uplift and capped,flush rally :olid Clam, I B ac oFde stainless s[eei AfSI 304 63 2 2 oz I 6000 Pa downforce addresses residential sloped roofs and combines faster � g�__? End Clamp B)acx anodized aluminum alloy 60C3 T6Y 110 g(3 88 oa) Part of Su erior System installation on time,design flexibility,and superior aesthetics _Rai; - Blas:canodizedalummumalloy 6_OOS-T_6' 830g/m,9oz/ft) I '� t�OU �rA�`: �i ---°� '•'' •,�<" ' Built for use with SunPower DC and AC modules Ra,i Splice - Alumr,um alloy 60()5-5 -•830 g/m(9 o7/ ! I 25-year product viarranty The InvislMount product was specifically envisioned and ------ -------- -----�---------- ------• i Warranties Best-in-class System reliability and aesthetics p p y Ground Lug 304 stainless Assemol• r 1055 g/m(3 75 oz) ! ( 5-yearfinish.tiariarrty engineered to air with SunPower modules.The resulting — — (Aza° °l`—`r tin-plated lU� — -- f ombine tenth SunPower modules and g p g Frr'Cap Blac<acetal(Porn)copolymer Y10 a g(0 37 oz)J g-pp system-level ah ill amplifythe aesthetic and _- _ _ . monitoring d yem- approach we s �t, j Cett(fcatfons UL 2703 Listed do��(jt? 1 �rlMi n u =e i Class A Fire Rated installation benefits for both homeowners and Installers. _ I Composition Sningie Rafter Attad r-em - I !Apo:canon Composition Shmg'e Roof Decking Attachment III( Curved arc:Flat Tile RGUf Attachment Universal interface for Other RoofAtLaChmems Refer to roofattachmerrt hardivare manuf.-cturef s doa:mentatlon------------- , f S sunpower.corn ;, Q0 *rrlodulL frare�.f tw compx:lu'=-w•ithtie ImAsIk•4auctseem required Pnrhardrvarau7mop.mbility. *P2Ot5&mPCwer Cernor:,Von.A9?gtu5P.:•se•ved,SU;LPO4V-_-1%the SUN-MYCP.[ o,and lW511405J`.T are cadamarks or r__,V=red tradr<ix ti,'s afSunP 4er Ctxperstban.AA OttertrrSrntarhs ase the lamperry of their r,dpwlvn ov,'na;s sunpovercom S;:et.tatrons incftdtd in this datasheet are str6)eta t✓changn withbir_notice Document#509506 RevC 1 - SU POW E ® (/ PV-05 l � ��,:-� I (- � i jNPOY � EQUI�SU ���� P! �� �3 EW SIU: -.R Invisimount Span Tables personnel and equipment cannot be placed on top of the array. It is recommended to stagger Engineering Summary Letter attachment points,as shown in Figure 1,to evenly distribute loads to the rafters. The following tables list the allowable spacing of attachment points for the SunPower Invisimount mounting system. Loads on the system were calculated in accordance with ASCE 7-10,using the RAFT£N,TPP MODULE IYTA RAIL,fYP. ATTACHMEN7,TYP following parameters: ! t , Risk Category 11 I Q System weight(including PV modules,rails,attachments,and wiring)=2.84 psf * No live load acts on top of the PV modules * Wind speed&exposure asndic e i at d in the tables ;� _•, �_ , * Roof height and slope as indicated in the tables * For wind load,topographic factor Kzt=1.0,and directionality factor Kd=0.85 per ASCE 7-10 Table 26.6-1 * Wind load coefficients per either wind tunnel testing or ASCE 7-10 Chapter 30(see notes below tables) CANTILEVER OF RAI LAND ATTACHMENTSPAUNG �NIQDULE.BEVONO LA,-,T 10ENTEk--rO•CENSERI e Ground snow load as indicated in the tables .ATTACHMENT v For snow loads,thermal factor Ct=1.2("unheated and open air structures"),per ASCE 7-10 Table Figure 1 7-3 * For snow loads,exposure factor Ce=0.9("fully exposed"),per ASCE 7-10 Table 7-2 These tables assume that each module is installed centered over a pair of rails,as shown in Figure m For snow loads,slope factor Cs is determined per ASCE 7-10 Figure 7-2 assuming the array is an "unobstructed slippery surface"where snow is free to slide off the array 2(a). In cases where one rail is closer to the midpoint of the module,as shown in Figure 2(b), adjustments to the spacing may be required. * Seismic short-term spectral acceleration(Ss)=3.0g,maximum,and seismic site class=D,per ASCE 7-10 Section 11.4.2 MODULE,TVP• * Seismic component importance factor Ip=1.0 per ASCE 7-10 Section 13.1.3;seismic component RA TAfl response factor Rp=1.5,and component amplification factor ap=1.0,per ASCE 7-10 Table 13.5-1 Ern�at x� and 13.6-1;seismic loads are calculated per ASCE 7-10 Chapters 11 and 13 Load combinations per ASCE 7-10 Chapter 2 T - The maximum allowable spans shown in the tables are based on the calculated loads and the capacity of `< v the rail and the attachment,determined by analysis and testing in accordance with IBC 2012/2015 and fa) referenced standards. Figure 2 o Bending strength of aluminum rails is calculated according to the Aluminum Design Manual 2010 Section B.3.2.1(LRFD) Please contact SunPower for any further technical information which may be required. a The strength of attachments to the L foot roof attachment hardware is based on product information from the attachment manufacturer --- - ----- -- I The strength of the lag screw in withdrawal and shear is calculated according to the National -hof Nety Design Specification(NDS)for Wood Construction,2010 * The maximum allowable attachment spacing is calculated by checking the demand/capacity ratios for bending in the rail and tension,compression and shear on attachments for all required load i . combinations. The reported maximum allowable spacing is the greatest spacing,rounded down y ` to the nearest 2-foot increment,for which the demand/capacity ratios are less than or equal to essla�*y 1.0. r_ * These tables do not consider the strength of the supporting roof structure. In areas of low snow 4/x/17 load,the weight of the array is often considered to offset the design live load of the roof,since PV-06 0-30 ft. Roof Height Table I.A: Rail Spans (in) for Roof Slopes and Tilt Angles o° to 196 6663 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qiz 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41 .5 46.2 Pg Ps -10.7 -11.7 -12.7 -13,8 -14.9F -16.1 -17.3 -18.6 -19.9 -21.2 -22.6 25,5 -28.6 -31,9 • '.� •,l,'. n .r ,e °.Eta . eF` _ _ �'4 a •I ' s t - F � __ •Vs. � F70_°• (e,- a ,658 7 ] 750 0 91�:1 fai0 6 _ ;ray , r I t ] 'f .y $j 3y 4-`N _ sk #s 4�. T'S�3 n; sd n 'f 5 10 8 ����h ,�].Y�99 t 9 ''8 83• "7°5.� 7 •7 P65. ,6;t f =a z. .e + Y� _ ' 4 >-k 3 'tn ff 65& 89 1 L M1�'o :6 3 p V. r"e ( •E - {{ 5 t u4 s1 ku a .q 3,Yd ,..,.:I 44 i,I .� 5 5.� 30 23 5 7541 5- " v7.0,- �=5V= •2� Et��j^ Era. ,� • - 3 .sit , .f y ^i,7 �^/y 40 31 66 66 66 66 66 66 66 :66`Y`` � 6"6 ..,, `66 66' . 4 "�6. `65 = 62�'' Ilk, A, " 60 60 60 60 60 60 60 : `, 50 39 60 60 60 j.: : GO' f 60 46 55 55 55 55 55 55 55 55 55 55 551. 70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 =? 5- 80 80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48 100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40 PV-o7 E-Series: 20-3271 E19-320SunPower0Residential ACModule SUNPOWER' - -- Inverter Model:Enphase IQ 7X6(iQ7X5-96 ACM-US) 04240 VAC @208 VAC Peak Output Power 320 VA 320 VA SunPower®E-Series: E2®-327 E19-320 Max.continuous output Power 315 VA 315VA t ham.(L-L)Vokage,'Range'(V) 240/211-261 208/183-229 R ° R11&%ContinuousOJtpuLCurrent tN 1-31 151 SunPower Residential Max Units per 20 AttL)Branch Circuits 12(single phase) 10(two pole)wye AC� ��� �I e CCC Weighted Efficiency 975% 970% //H`` Nota Frequency 60 Hz Extended Fiequency Range 47-68 Hz Built specifically for use with the SunPower EqumoxTM system,the only frilly AC Short Circuit Fault Current Cr,er 3 Cycles 5P A rms integrated solution designed,engineered,and warranted by one GwerioltageCiassACPon. _ III manufacturer. AC Port➢ac deed Cunent 18 mA Powei ractor Setting 10 Maximum Power.Minimalist Design. Power Factor(adjustable) 07lead/0.7 lag No active phase balancing for three phase installa;lnns i®ev industry-leading efficiency means more power and savings "AL.0 per available space With fewer modules required andCi!impfiance hidden microinverters,less IS truly more. SPR-E20-327-E-AC SPR-E19-320-E-AC Warranties •25-year limited power warranty Nam Power'(Pnom) 327 W 320 w •25-year ilmted product warranty Power To'. +5/-0% e5/-0% •UL 1703 Certifications 'UL 1741/IEEE-1547 I(T>j Highest Lifetime Energy and Savings. Module Efficiency 20.4% 19.946 and UL 1741 AC Module(rype 2 fire rated) 16 Designed to deliver 60%more energy over 25 ears in Temp.Coef(Power) -035%/'C -035%PC Compliance UL 62109-1/IEC 62109-2 g y FCC Part 15 Class B real-world conditions like partial shade and high temperatures.' Three bypass diodes ICES-0003 class R Shade To€° •Integrated module-level maximum CAN/CSA-C22.2 NO 107 1-01 ----- -- ---- ---- --- - lsat __•----____Y-_ power point tracking •CA Rule 21(UL 1741 5A)° Fundamentally Different. i e_ (includes PV Raarand Shutdown cluipmPower Priority) m` " " •UL Listed PV Rapid Shutdown Equipment" 1 m ° Operating Temp -40'Ftoi185°F(-401C to+8s°C) And Better. tztru Up to MayAmbieriTemp 122°F(50°C7 Enables installation in accordance with, 110% 60% •NEC 690 6(AC module) 10as more Max.Load wind 62 psi,3000 Pa,305 kg/rrtz front&bacx •NEC 69012 Rapid Shutdown(inside and outside the array) j m Snow 125 psi,6000 Pa,611 kg/m°front NEC 690 15 AC Connectors,690 33 A E 1 � ":� >„ lifetime ( )�X ) -.,;' energyimpact Resistance 1 Inch(25 mm)diameter hail at 52 mph(23 n1/s) 'ac!ha t s fr 5Y°� ;tt •s M.° v " 77, when used with InvisiMount racking and InvtslMounC accessories act k,r,:iz i (UL 2703) N yrModule grounding and bonding through Imwsltfount Solar Celts 96 Monocrystalhne Maxeon Gen ill Class A fire rated 0 S 1D 15 20 i5 The SunPowei•Maxeon4Solar Cell ' Front Glass High-transmtsstontempered glass with when used with AC module Q Cables and accessories(UL 6703 and Years of operation ant.-reflective coating UL 2238P • Enables highest-efficiency modules available Environmental Rating Outdoor rated Rated for load break disconnect ' �'\ Unmatched reliability Reliability.Best Warranty. Frame CassI black anodized(highest AANIA rating) PID Test^^Potential induced degradation tee • � I�TJ — — With more than 25 million modules deployed around ua.zr weight 42.9Itis(19.5kg) auaum,tatarnt _,_-,__v_ _- • Patented solid metal foundation , prevents breakage and corrosion the world,SunPower technology is proven to last,That's Recommended Max 13 in.(33 mn) Module Spacing , why we stand behind our module and microinverter t 1 SunPower 364 IN compared to a£arweirzicnA madula nn same sized an ays L260 bV,1Gbn rs mm with the industry's best 25-year Combined Power and 11dent,at;pmx° 6,rel),4Vmoree-ncVpt-rvatt?btfedonthrd-partyntcduie gset ctiaratterization undPv'�m1,0.751'Iyr;4C:verdegrzadwt;an(Campeau,Z etnt`sunPer•_r Product Warranty,including the highest Power Warranty Module llegacadon P.ate,,'5anPo%wrv451t^paper,2013), 2 Hased on Ward'lfdrtMhett V0I0esfirom reckesiWt1ft0p 10 WriLffaawer'sper IHw as of in solar. 'arivmry 2017 f 121sd - I 3�tr�nkin'fraunitak:rPUi>•�ra6litylnhiativcforSo?ar'vfoduLcecParr3'Ft/TecttPcatir tt2�1 i - i Ytagazine,2Gt5 Carr{�au 2.etal..'c_unPowB•MrxiuLei�-�a�ltior Raie;Sur,POrl2iwi�`CF � - `- m ion f p p r,2nl3. 4 Eactoryset to j_5g7n-21114dcfaultsetting&CA Rule2f defaltsetvriris profile 5etdunng 343rnm Factory-integrated Mlcrolnverter a , commission7ng-saa the Equinox instnliation Ojde 4,stal of farnoareiriforrnstion n5su,1 • Simpler,faster Installation '.{. . Testi"mldidaers{10nUVd7rt�irradtanee;u:Jt152`.'°C t NrtELcatitrratlon fSOMScunvnt,LACC5Feandaoluge.,QD!: kr.iyeh � • Integrated wire management E _ ) _ ;`;,= 12% Tilts product Is UL,Usmd as PVRSEand rnnforrr with EIEC 2014 arw NEC 2017 6W 12; 4r'em T1 t.te " "'"_ `-.' more and 022.1.2015 Pule 64,218 fiapld Shutdown of P i stems,fwAk and Dt conduct os Ptam.1 �.. rapid shutdown when insWMd accartinbmmaslytzct whenure„tnstruct;ons. , c asps ^:tell rR:vy ;, power • Engineered and calibrated by m IJ� ;. ,°r ., .�r'�'°, -” t' in year 5e2 vrt�u:�.sun er cctnv'facts{or more reference lsrYnm won SunPower for SunPower modu'es I spa r`a,>' w.; ,' �' rxvn�nmwr, ...�..,y ,: :,..- < _ 25 t'vis:lorede<a€is,see excendrddacash£stavna.suttparrer.comrdo;ashes roos,umr kn;o �I$IO U I I \' P E R i --'�-- -- -�'- =-- �w-�-= +- Sc�*cifitat4ms«riuGedinthl,tiat„dlu cves•.ihjt:tttndlange�3t11twtncDce. E %tea � '11 7 5 10 is zo zs20t3SunPc-:»tt ccr lraden lilR Lt�Re rved.iiJNPt3t lER,the Madura rba Psdaroa.ce:rrp•2 SUNPO'fl+ERln,_rt+d KAhEON are registered trademarks of SunPower Years of operation CDrnDritYon;nliteLsS.andotherC4untnesaswe1,1-,&x'suNPow'ER Pisaueread the SD`eNand tnstsj4daniastmcdorsfor d•,-aAs 5319I$RevA Datasheet suhpoorn PV-08 • Product Data Sheet HOM48LI25GRB Load Center , 200A, Main Type: Fixed - Factory installed main lugs, 1-Phase 1-9 Technical Characteristics Voltage Rating 120/240VAC Width 8.88 Inches Wire Size #12 to#2/0 AWG(AI)-#14 to#2/0 AWG(Cu) Wiring Configuration 3-Wire Depth 4.27 Inches -- ---=---- —_ ---=-- =----- - -- -- --------------- ---- Height 14.80 Inches Approvals UL Listed ------------------- Application Designed to meet residential,commercial and industrial requirements to protect electrical systems,equipment and people. - ----- - - -- - ------------------ _- - - -°--= -___-________.----------- Cover Type Combination Flush/Surface Marketing Trade Name Homeline •Ampere Rating - -- - _-200A ___---- -- -=----------- Bus Material Tin Plated Aluminum 6- 1-o--re su-Typ----------= e ------------==---=---=-=------=--_-=Outdoor/Rainp- ----- ----ro-of----------_--=_----=- =--_--------------_--------------------- --- Encl Box Number -----�----------- -- - 15R --- -- -�--� --- -_------_------ _------------------ ----------- -_--- =---- -------------------------------------------_-_------_----------- Enclosure Rating NEMA 3R Grounding Bar - - Order separately - Short Circuit Current Rating 10kA Main Type Fixed-Factory installed main lugs •Maximum Single Pole Circuits - -^----8 ---��--� - ----- -------- -_---- _ Maximum Tandem Circuit Breakers 4 Phase 1-Phase Shipping and Ordering Category 00149-Load Centers,NEMA1&3R,2-8 Circuits,Type HOM Discount Schedule DEX ___--_--_------- --_------------=_=___ -_--._.�____--= Article Number 785801484370 Package Quantity 1 Weight 11.24 lbs. - ------ Availability Code Stock Item:This item is normally stocked in our distribution facility. - Y Returnability-- - -------- --— Y-- - ____------ ----- ---- As standards,specifications,and designs change from time to time,please ask for confirmation of the information given in this document. GanefWed:07PUt,200 021312 ©2009 Schneider Electric.All rights reserved. S "bh-e-ider 1a+ PV-09tl TAG NO. 1 2 3 4 5 DESCRIPTIONDISCONNECTION MEANS; DISCONNECTING MEANS MAY BE ENERGIZED IN PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED WITH DIRECT-CURRENT PHOTOVOLTAIC POWER GROUND FAULT DETECTION AND INTERRUPTION; THE OPEN POSITION; THE FOLLOWING WARNING; SOURCE; LOCATION INVERTER ALL AC AND DC DISCONNECTS RESPECTIVELY DISCONNECTING MEANS EACH JUNCTION BOX,COMBINER BOX,DISCONNECT AND DEVICE WHERE ENERGIZED,UNGROUNDED CIRCUITS MAY INVERTERS BE EXPOSED DURING SERVICE. , ' :� •`".p`�•' c�F' C��� ,•'tjt.�4'�, � _ _ r :y..1 q,r.J' - . r, � _ _ _ _�-v ;'-^v _ `�'�"w.}'S3} _�`.'-" __ _ y -�e�r�z_ 4v F,�_ , `� ,�t, • yyb�.... a �,. t�,.4,-,z`' �';�+: {+.°�^�`a-^E 6�w'�a, ",t {-"k`i.. �e++�{, �, /, ,g, (,.. � "C_H �x ly M- {, �6J�' � m+ic�.2r-'� '"- .cr'4y� ''dt,; u i '.r3 at p'• � �� `�>e .� _ #: ..,>± ,i k�: 1'� ,i��'i, 1}'`' S• " � <-_L•_._!T-R�':' ,tM4e}^,"' '` ;� A)® ® 9 I© ® I {9 R. m A® ` •' }D %*,, - p ® to { _' ✓ ,,� � 1) a ® :4�` "hF`' O D ® ® ® D D • ® .t �m t... *'dLrr,.•a#1$Z:' 7 ,�.fpG„y^,+ 4 -�,"" ',°�,'lly-- ®' e0 ®o y p f" '�• r ARTICLE NO. NEC 2008 690.5(C) NEC 2008 690.14(C)(2) NEC 2008 690.17 NEC 690.35(F) NEC 690.53&690.54 TAG NO. 6 7 8 9 DESCRIPTION INVERTER OUTPUT CONNECTION; AC PHOTOVOLTAIC POWER DATA MARKING SHOULD k3h PLACED ON LOCATIONMAIN SERVICE PANEL RACEWAYS,ENCLOSURES AND CABLE ASSEMBLIES,EVERY 10 FEET,AT TURNS MAIN SERVICE PANEL-SHALL BE REFLECTIVE AND ABOVE AND/OR BELOW PENETRATIONS AND ALL PV COMBINER AND HTE FACE OF THE SERVICE METER PANEL. JUNCTION BOXES.-SHALL BE REFLECTIVE WEATHER RESISTANT MATERIAL. WEATHER RESISTANT MATERIAL. "•' 'c s' t _ - - - - - any "o •r'�' ,O a +o � j I ,,,.•.,"a�° ,���., o '-'. ° `a, a „`- ®, a's e® ,. ® ® {� ""��Y,, , �'i,t�g:t` r�' °�� �A :r, -,.;.'.a." _�;,vm :4;��;r. _ .i,'`va - r wt. ,ET�,>' .� +�� D -a,® ,t4:V'a•'4` et ® ® "� t'''� o ° o" .^� `�`,�f =�` ;'•fr{,4-�,'. �a�s;' V -,s axtf:s�r,• '•��<,�ru,; v:v-a•99Nkh6r�y3"•sj .. 41; b ARTICLE NO. NEC 2008 690 64(e)(7) AC CONDUCTOR AMPACITY CALC'S: AC CONDUCTOR AMPACITY CALC'S: AC CONDUCTOR AMPACITY CALC'S: MICROINVERTER TO AC COMBINER AC COMBINER TO AC DISCONNECT AC DISCONNECT TO MAIN PANEL: EXPECTED WIRE TEMP.(C):54 EXPECTED WIRE TEMP.(C):32 EXPECTED WIRE TEMP.(C).32 TEMP.CORRECTION PER TABLE 310.16:0.76 TEMP.CORRECTION PER TABLE 310 16:0.96 TEMP.CORRECTION PER TABLE 310.16:0.96 #OF CURRENT CARRYING CONDUCTORS:6 #OF CURRENT CARRYING CONDUCTORS:3 #OF CURRENT CARRYING CONDUCTORS'3 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a):0.8 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a):1 CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a):1 CIRCUIT CONDUCTOR SIZE:10AWG CIRCUIT CONDUCTOR SIZE:8AWG CIRCUIT CONDUCTOR SIZE:6AWG CIRCUIT CONDUCTOR AMPACITY:40A CIRCUIT CONDUCTOR AMPACITY:55A CIRCUIT CONDUCTOR AMPACITY:75A REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690 8(A&B): REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): 1.25 X MAX.INVERTER OUTPUT CURRENT PER CIRCUIT 1.25 X MAX.INVERTER OUTPUT CURRENT 1.25 X MAX.INVERTER OUTPUT CURRENT 1.25 X 15.72A=19.65A 1.25 X 36.68A=45.85A 1.25 X 36.68A=45.85A DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 TEMP.CORR.PER NEC TABLE 310.16 X TEMP.CORR.PER NEC TABLE 310.16 X TEMP.CORR.PER NEC TABLE 310.16 X CONDUIT FILL CORR.PER NEC 310.15(B)(2)(a).X CONDUIT FILL CORR.PER NEC 310.15(B)(2)(a):X CONDUIT FILL CORR.PER NEC 310.15(B)(2)(a):X CIRCUIT CONDUCTOR AMPACITY= CIRCUIT CONDUCTOR AMPACITY= CIRCUIT CONDUCTOR AMPACITY= 0.76 X 0.8 X 40A=24.32A 0.96 X 1 X 55A=52.8A 0.96 X 1 X 75A=72.OA MARKING CONTENT AND FORMAT: -RED BACKGROUND -WHITE LETTERING -MINIMUM W LETTER HEIGHT -ALL CAPITAL LETTER -ARIAL OR SIMILAR FONT, NON-BOLD -WEATHER RESISTANT MATERIAL SUITABLE FOR ENVIRONMENT (DURABLE ADHESIVE MATERIALS MUST MEET THIS REQUIREMENT) Pv_l 0