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HomeMy WebLinkAbout42290-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE oy • SOUTHOLD, NY ?rqt� Sao 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#: 42290 Date: 1/10/2018 Permission is hereby granted to: Kaelin, Patrick 24400 CR 48 Cutchogue, NY 11935 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1 24400 CR 48, Cutchogue 4' 0 � 0 6T I N)6TALLED SCTM # 473889 Sec/Block/Lot# 84.4-8.1 Pursuant to application dated 1/3/2018 and approved by the Building Inspector. To expire on 7/12/2019. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Bui ing Inspector FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) y C ------------------------------------ - C FOUNDATION (2ND) � z 0 ROUGH FRAMING (l ts! -PLUMBING �y 0.0 r INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ^� 10_ W -- i n5wr+-i at) - A/0 So ag i A d-al i6:W� �Z rn O � z d 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 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application II' Flood Permit Examined U 20 Single&Separate Truss Identification Form Storm-Water Assessment Form a Approved � 20' Sunrun Installation Services �.. Disapproved a/c 415 Oser Avenue sunrun' Hauppauge, NY 11788 - I (631)304-9901/(631)827.5675 j LIpermits@sunrunhome.com f Expiration (I�y20 ------------ ---- -- -_� PD ui spector J A N 3 2018 APPLICATION FOR BUILDING PERMIT Date f , 20� TOW-1d OF SO-UMOLD 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 shal'i 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. (Si tune& applicant or name,if a corporation) (Mailing address of applicant) / State whether applicant is owner, lessee, aggnt, archi ect engineer, general contractor, electrician,plumber or builder In)(wrc Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. P4 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be one: �, ^ �.i�X lie Oak House Number Street Hamlet County Tax Map No. 1000 Section ��,�� Block K ` o Lot oce Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre es and�• te,^nded use and occupancy of proposed construction: a. Existing use and occupancy S11 lG b. Intended use and occupancy U,n oo 6A 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work fly (Description) 4. Estimated Cost ��, ?ice Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front I l Rear f Depth Height Number}of Stories 8. Dimensions of entire new construction: Front Rear ` 't Dep'tfii° ,•i Height Number of Stories 9. Size of lot: Front Rear Depth _., 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated / 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ 13.Will lot be re-graded?YES NO�Vill excess fill be removed from premises?YES NO 14.Names of Owner of remises I�� • V ddres,, fUl . Pd 4t Phone No. L."61 • :8�12 Name of Architect K-.Uckl/ Addressbl'60'�-tti?L,0� e Nod 1 b.ft Name of Contractor, tnw4 n Slddress­'�fl!5t,6AVY,YI uQYhone No. 031/3 'IO pGP• ` 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 BFB REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale;with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) �'` SS: COUNTY OF�I,✓AWIK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing ntract)above named, (S)He is the 6WAL� ws- Ogn�- (Contractor,Agent, C orate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swto before me thi -!Z day of I ' : I; I<I< �o.01 FR63238 IS 1 Quaff' Ied in Sut't €L cot'.Inty No bih ssion Exgires ril"•7,2 01 ature of Applicant I S��jjyD� o Town Hall Annex Telephone(631)765-1802 54375 Main Road 9 p2 P.O.Box 1179 • Q ro er.richert #own sout95oj5.n .us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. �($ Date: I l� Company Name: Name: License No.: � Address: Phone No.: JD 9:')'D U �= i JOBSITE INFORMATION: (*Indicates required information) *Name: � "�' ' *Address: tt9TMLa'iVj4- *Cross Street: *Phone No._ _-U51. Permit No.: '2 - Tax-Map District: 9000 , Section:— L Block: `— Lot:— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) r (Please Circle All That Apply) *Is job ready for inspection: YES 0FQ) Rough In Final *bo you need a Temp Certificate: YES! - - Temp Information (if needed) *Service Size: 1 Pha 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 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. New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: Z-4�D0 K0_Q a House No. Strgbt Ha e Owner or Owners of Property: Suffolk County Tax Map No 1000, Section .Od Block 0rl - C70 Lot - Subdivision n Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �,� )*licant(S*ature i7dOZ AVIV SO.L -d)(NS s INHOJ (marna�}Jol ruatur 1rdaQ Suuaaulou3 or pJutAJOJ) -paJmbaU cr ueld loJ)uo.) )uaw35euelnl Ja)emtuJo)S —- - - - — - - — - - - - - - pannbal[ )old veld IoJ)uo3 19JUMMOIS ruuJad 8wplrng Surc�aooJd JoJ panoiddN ❑' — — — — — — — — — — --- — — — — — :xJOAk uOr)an-r)suo:),}O u0(1e00-[ / ssa.cPPH 1-ra o.rd • :a)eQ :,(g pan�arna�[ — -- - — — — — — — — — — Iof lcwlo)ur pcluo� „,• -.-I\C�:75;'1_I.!�=1i-1.L'21`vd��`).i''.[\1-'1[?1�11•JC):.� ._:..y: ,,., a 10-1 POW uogaas n.,m 3WVN P9 (Ja 1 'Jo130JluoJ`roan`V'IVUOlm OJ USiSa 'JaUm 4IJadUJ d)0001 :# *FTJ,'D'$ 1LIVJl1ddV ao[leagddV liuuad pucp[mg mof tD A�la2EEgiedaQ 2arp[mg aql of (.aiod is6'I�[aa[[� pala[du(oa a pae ae[d[ozlao:)luamgzuew zalumalols L,jo sa[doa oml, 31(ugns asea[d `aeoqu aql,[o uoai 10 ono of SgA paaaMsas nokjj --laaCozd-ino,E o1-1[7ddeloa scop-gcZ-ialdeqj—i-iaquin [-IsNxey-rElano3- -aZBQ�aor�euuo[ai�ae�uo�-'azn�sa;�[ `omuM moi[gl[At Mo[aq uo[loas laea[[ddV oql ola[dmoo Ido.LS `oAoge suor}san6 aql [o [[e of ou paiarusae no,C n 'sao1?jsns snornladurr jo juauiaz)ufda.1: pur)T-ur sapniour IEsodosd aql pup umo,L age. Aq panlaoaJ SUM uBld 1OJluOD jUDLUQB-eUpW J@IUMWJO .S E Jo IUnoiddR .tor.rd ssalun `@goal jo laa j as>;nbs 000'1 .Io saz)p jjns snorn.radwr paz)e jjnsa.r so Mau jo uorI>ffulsul •as.znoosajpnn �Cu>✓ jo dEli�j Ii\j�tl� uo paprdap sp utLIdpool j jeaA-paspunq-auo agl urglim uotleiEda.rd airs 3E ] -eaip PjLZeq uorsola IElswo so•j jnTq `gol?aq `spupliam jo jaa j 00 I urglim uoilE rpdasd airs •Q�]E -30up1srp IEjuOZfJOq jo laa j OO I 01 asr.r IEorIsan Jaa j 0I paaoxa gorgm sadois uo uoilenda.rd allS El -pa11✓ snonfrluoo Au1✓ jo Iaond Au1> urgllm Imialm jo spipA orgno OOZ uugj aloin Burnlonul Euri,trj to UOljPnP3x2[ 'j©❑ •aou jins puno.iB jo laa j axunbs 000`5 upgj a.row spa j je gorgnn puul jo �3urddr.r's jo furpuj.� `Burggn.IB `fuupeaT:) -v / om (AlddV.LVH.L TW X:)3HJ) DNIMOTIOA SILL 90 Ari• aA'IOANI .>r=OUJ SIHJL SAoQ (,LKVD['lddV RHI �kg Qg LH'idWOD Hg O.L ) Z33H5 OAA lNff ia9VMV 1t 'a2flVMlAl IOZS - 90Z U2[IJVHa pl o ql YIOS(fO umol, o�y� u6LT xitox MSH'aTOH LfLOS-peou wow S60£S to -n 6LU Xog'O"d-TTVH XMO.L aTOH.L(IOS JL��IIIKI 11'�)V VVIK\� � � 110SIAaHans \`d.��\lt��I�11(0)JL� 4, ' o'a I assn �� r- HI[ 1[JLr APPLICANT S.C.T,M. 1000 CHAPTER 236 (Proprrry Owner.Design Processional,Agent,Contr+etor,Other) — — '051WQ� Stormwater Management Control Plan C ECK LIST NAME Section Block Lot Y4av,M,u„ ua 2 S M C P -Plan Requirements: Provide ONE copy of the Building P mit Application, Date: `� * The applicant must provide a Complete Explanation and/or Rea n for not providing all Information that has been Required by the following Checklistl I i I A Site Plan drawn to scale Not Less that 60' to te inch MUST If You answered No or NA to any Item, Please Provide J •tification Here' show all of the following Items: II YES NO NA If you need additional room for explanatigns, Please Prov 0e additional Paper. a. Location & Description of Property Boundaries• 0 b. Total Site Acreage. c Existing - Natural & Man Made Features within 500 L,F. of the Site Boundary as required by§236-1170 . d. Test Hole Data Indicating Soil Characteristics&Depth t4 Ground Water. ! e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) ! g Location of all existing & proposed structurec, roads, - driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring, 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging At ea(s), 0� I. Location of proposed concrete washout area( . in. Location of all proposed erosion&sediment control me4sures, 0 2 Siormwater Management Control Plan must include Calcul tions showing that the stormwater improvements are sized to capture,sto e,and infiltrate on-atte the run-off from all impervious surfaces generated y a two rainfall/)torm event. i 3 Details&Sectional Drawings for stormwater practices are req ired for approval, i Items requiring details shall include but not be limited to: a. Erosion & Sedlinent Controls. b Construction Entrance & Site Access, C. inlet Drainage Structures (e.g.catch basins,trenci drains,etc,) d. Leachine Structures (e infiltration basins,swale,etc.) Di:Pr.l2TNIENT IJSE ONLY" "` l ® Additional Information is Required. Reviewed & Stormwater Management Control Plan isI of Complete, Approved By. � — — — — — — — — — — — — —= — — — — — — — — — — Stormwater Management Ci El ntrol Plan is omplete. Date- SMCP has been approved by, the Engineei ing Department, I FORM v SWCP Check List -TOS MAY 2014 r- YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS, COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(Use street address only) 1b.Business Telephone Number of Insured (805)528-9705 Sunrun Installation Services Inc. 1c.NYS Unemployment Insurance Employer Registration 775 Fiero Lane,Suite 200 Number of Insured San Luis Obispo,CA 93401-7904 50-864264 Work Location of Insured(Only required if coverage is speciticallylimited to 1d.Federal Employer Identification Number of Insured or certain locations in New York State,i.e.,a Wrap-Up Policy) Social Security Number 77-0471407 2.Name and Address of the Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0136961-03 53095 Route 25 Southold,NY 11971 3c. Policy effective period 10/01/2017 to 10/01/2018 3d. The Proprietor,Partners or Executive Officers are ® included. (Only check box if all partners/officers included) '❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period?®YES ❑ NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage,requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kelly Cada _. _ (Print name of authorized iepreientative or licensed agent of insurance carrier) _ Approved by: 09/21/2017 (Signature)' - (Date) ' Title: Vice President-Enterprise Support Operations Telephone Number of authorized representative or licensed agent of insurance carrier: 800-382-2150 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. = C-105.2(9-15) _ _ www.wcb.ny.gov r Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on,the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-15) Reverse t IN Workers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation UNDER THE NYS DISABILITY BENEFITS LAW Board PART 1.To Be completed by Disability Benefits carrier or Licensed Insurance Agent of that Carrier I a Legal Name&Address of Insured(Street address only) Ib Business Telephone Number of Suntan Installation Services Inc. Insured (805) 540-7643 775 Fiero Lane,Suite 200 lc NYS Unemployment Insurance Employer Registration Number of San Luis Obispo,CA 93401 Insured Id Federal Employer Identification Number of Insured or Social Security number 77-0471407 2. Name and Address of the Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certification Holder) MUTUAL OF OMAHA 3b Policy Number of entity listed in box"1 a'; Town of Southold GMNY6X007P07-0001 53095'R6ute 25 - - 3c Policy effective period, — _ Southold,NY 11971 3/15/2017— 3/15/2018 4 Policy covers: a. X 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 authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability insurance coverage as described above. Date Sieved 6/16/2017 BY 8494 RgAa Signature of carrier's authorized representative(currently on file with DB Bureau) Tel.No: (914-591-7111) Title DISABILITY ADMINISTRATOR 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 tamer. This certificate is Completed.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for 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,20 Park Street,Albany,New York 12207 PART 2. TO BE COMPLETED BY NYS WORKER'S COMPENSATION BOARD(Only if box"b"of Part 2 as 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 Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employees) Tel.No.( ) Title Please Note:Only Insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form -DB120.1 (9-15) " Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in box"T'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". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? E]YES ®NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability Benefits contract of insurance only while the underlying policy is in effect. 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 a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding 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 a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in 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. D13-120.1 (9-15)Reverse A�® CERTIFICATE OF LIABILITY INSURANCE x/1 /20TE(M D7 DIYYYY) 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 Arthur J.Gallagher&Co. NAME: Insurance Brokers of CA.Inc.License#0726293 .415-546-9300 .415-536-8499 1255 Battery Street#450 &MAIL San Francisco CA 94111 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Zunch American Insurance Company 16535 INSURED SUNRINC-01 INSURER B:Navigators Specialty Insurance Company 36056 Sunrun Inc. INSURER C: 595 Market Street, Floor 29 San Francisco,CA 94105 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:1379443839 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 ADDL BUHR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MMIDD LIMITS B X COMMERCIAL GENERAL LIABILITY Y LA1 7CGL230321 IC 10/1/2017 10/1/2018 EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 X $50,000Retention MED EXP(Anyone person) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $2,000,000 X POLICY E jECT FILOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: Total Policy Limit $10,000,000 A AUTOMOBILE LIABILITYY BAP915542504 10/1/2017 10/1/2018 Ea accident T $2,000,000 X ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident) $ AUTOS ONLY AUTOS ( ) AUTOS ONLY NON-OWNED ONLYY PROPERTY DAMAGE $ Per acold ent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC013696003 10/1/2017 10/1/2018 X I PER OTH- A AND EMPLOYERS'LIABILITY YIN WC013696103 10/1/2017 10/1/2018 STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE F—]N/A EL EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) WC013696003-$25,000 Deductible;WC013696103-FL,HI,MA,NJ,NY,OR,VA,WI only.Named Insureds:Sunrun Inc.,Sunrun Installation Services Inc.,Sunrun South LLC,AEE Solar, Inc.,Clean Energy Experts LLC,Sunrun Solar Electrical Corporation Evidence of insurance CERTIFICATE HOLDER - CANCELLATION - _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE-WILL BE DELIVERED IN. 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS.- " Southold NY 11971- - AUTHORIZED REPRESENTATIVE a - ©1988-2015 ACORD CORPORATION. All rights reserved. ' ACORD 25(2016/03) The ACORD narrte and logo are registered marks of ACORD _ Suffiplk County Department of Labor, Licensing & Consumer Affairs VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11-788 DATE ISSUED: 10/1/2003 No. 33878-ME SUFFOLK COUNTY Master Electrician License This is to certify that SAMY A MOUNAS -4� doing business as SUNRUN INSTALLATION SERVICES INC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk, State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD, Acting Commissioner "N' ......... APPROVED AS NOTED DATE: B. b RETAIN STORM WATER RUNOFF FEE: BY. PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPAR T AT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION= TWO REQUIRED FOR POURED CONCRETE 2. ROUGH = FRAMING & PLUMBING 3. INSULATION 4. FINAL • CONSTRUCTION MUST BE COMPLETE FOR C.O. , ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED 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 ZBA S OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY f PZ2 structural December 27,2017 ENGINEERS Sunrun inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:2017-06846 Client:Patrick M.Kaelin-211R-400KAEL Address:24400 County Road 48,Cutchogue,NY 11935 Attn.:To Whom It May Concern A field observation of the condition of the existing framing system was performed by an audit team from Sunrun Inc.. From the field observation of the property,the existing roof structure was observed as follows: The existing roof structure consists of- • Composition Shingle over Roof Plywood is supported by 2x8 @ 16"o.c.SPF#2 at ARRAY'1.The rafters are sloped at approximately 21 degree and have a maximum projected horizontal span of 12 ft 2 in between load bearing walls. • Composition Shingle over Roof Plywood and Skip Sheathing is supported by 2x4 True @ 24"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 25 degree and have a maximum projected horizontal span of 10 ft 2 in between load • Composition Shingle over Roof Plywood and Skip Sheathing is supported by 2x4 True @ 24"o.c.SPF#2 at ARRAY 3.The rafters are sloped at approximately 45 degree and have a maximum projected horizontal span of 7 ft 6 in between load Design Criteria: • Applicable Codes=2015 IRC with 2017 NY State Uniform Code Supplement,ASCE 7-10,and NDS-12 • Ground Snow Load=20 psf;Roof Snow Load=11.4 psf ARRAY 1;10.4 psf ARRAY 2;5.8 psf ARRAY 3 • Roof Dead Load=5.3 psf ARRAY 1;11.3 psf ARRAY 2;14.5 psf ARRAY 3 • Basic Wind Speed=135 mph Exposure Category C As a result of the completed field observation and design checks: • ARRAY 1:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 2:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 3:it is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. i I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements without structural upgrade in accordance with the 2015 IRC with 2017 NY State Uniform Code Supplement If you have any questions on the above,do not hesitate to call. Sincerely,' • OF NEtti CO ti Paul Zacher,S.E. { __ 8150 Sierra-College Boulevard,Suite 150, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience ,Infegrify I Empowerment - - - i PZH structural December 27,2017 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 2017-06846: Patrick M.Kaelin-211R-400KAEL The following calculations are for the structural engineering design of the photovoltaic panels located at 24400 County Road 48,Cutchogue,NY 11935.After review, Paul Zacher certifies that the roof structure has sufficient structural capacity for the applied PV loads. - 1 - If you have any questions on the above,do not hesitate to call. OF NES Sincerely, ,� �,K• Zq��p� F `OV 18 Paul Zacher,S.E. 99365•� AROFESSION�� i - I - 8150 Sierra College Boulevard,Suite 150, Roseville, CA 95661 T 916.961.3960: F 916.961.3965 W www.pzse.com Experience ( -Integrity (- Empowerment I Project: Patrick M. Kaelin--Job#: 2017-06846 PZU Date: 12/27/2017 Engineer: PZSE Gravity Loading , :- rr.,:,E'r., ,(,•„ .<,�r�,,},�ROOfSnOuvLOdd'CB�Culati011S:vb.?Yit�b,,: _ a�r-^c-'p7�M;-+rs pg=Ground Snow Load= 20 psf C"=Exposure Factor= 0.9 (ASCE7-Table 7-2) Ct=Thermal Factor= 1.1 (ASCE7-Table?-3) I=Importance Factor= 1 pf=0.7 Ce Ct I pg 14 psf (ASCE7-Eq 7-1) where pg:g 20 psf,Pf min=I x pg= NSA where pg>20 psf,Pf min=20 x I= NSA PerASCE 7-10,minimum values of Pf shall apply to hip and gable roofs with slopes less than 15-. Therefore,pf=Flat Roof Snow Load= 14 psf P.=C pf (ASCE7-Eq 7-2) J Cs=Slope Factor= 0.817 ARRAY 1 Cs=Slope Factor= 0.750 ARRAY 2 Cs=Slope Factor= 0.417 ARRAY 3 Ps=Sloped Roof.Snow Load' z 1T.4 psf; ';•,,,iARRAY 1 Ps =Sloped Roof Snow'Load= 10:4'psf ARRAY 2 -Ps=Sloped,Roof Snow_Load5 = " .8 psf.°_ ":ARRAY 3 PV`Dead load' ;'. ROOfT w "`r;L^•';,;w�::r;` ..,,..— .„.�,. a•rr..,..rr.,..M.«.,.....,,,<,r,rar�;rF, Live,„Load`= 79.39;; „ '-psf w-,.•,_ •s, #ARRAY i .f. r `;• RoofUve'Load-= :--* 1840 ARRAY2 3 Roof Live�Load,= ,,;.rY ,` „,•, ;:- k•,.”• "ARRAY S �. 12:00 - ``.'`" sfr r Note:Roof live load is removed in are covered by PV array. ' ;<<` _ fy,• �`'_�RoofSDeadLoadARRAI(i'��� - =_ ��'"°��''•:� ' Composition Shingle 2.00 Roof Plywood 1.50 2xg Rafters @ 16"o.c. 1.49 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.00 Roof DL ARRAY'i, DL Adjusted to 21 Degree Slope 5.3 psf Composition Shingle 2.00 Roof Plywood and Skip Sheathing 3.50 2x4 True Rafters @ 24"o.c. 0.73 Vaulted Ceiling 4.00 Miscellaneous 0.00 Total Roof DL ARRAY 2 " '10:2 psf DL Adjusted to 25 Degree Slope 11.3 psf Raof Qead'Load 14R - "' - .>- ,;:,••-�- i. ,;� RAY,3%u ;E,rMrt'`;,p„'`„l'4��r+” i'�•�bl:�• Composition Shingle 2.00 _ - j Roof Plywood and Skip Sheathing 3.50 _ 2x4 True Rafters @ 24'o.c. 0.73 Vaulted Ceiling 4.00 Miscellaneous 0.00 Total Roof'DL ARRAY, ''' 10,2 psf DL Adjusted to 45 Degree Slope I' 14.5 psf 2W 7 - Project: Patrick M. Kaelin-Job#: 2017-06846 PZE Date: 12/27/2017 Engineer: PZSE Wind Calculations Per ASCE 7-10 Components and Cladding roab_leer �; Wind Speed 135 mph Exposure Category C Roof Shape Gable Roof Slope 45 degrees Mean Roof Height loft Building Least Width 56 ft Effective Wind Area 10.9 sf Roof Zone Edge Distance,a 4.0 ft Controlling C&C Wind Zone Zone 3 Design`1Nind'Pressure Calculations4 t Wind Pressure P=qh*(G*Cp) qh=0.00256*Kz*Kzt*Kd*VA2 (Eq.30.3-1) Kz(Exposure Coefficient)= 0.85 (Table 30.3-1) Kzt(topographic factor)= 1 (Fig.26.8-1) Kd(Wind Directionality Factor)= 0.85 (Table 26.6-1) V(Design Wind Speed)= 135 mph (Fig.26.5-1A) Risk Category= II (Table 1.5-1) qh= 33.7 psf 0.6*qh= 20.23 §tandoff Uplift Calculations' Zone 1 Zone 2 Zone 3 Positive GCp= -1.00 -1.69 -2.59 0.50 Uplift Pressure= -20.18 psf -34.28 psf -52.46 psf 10.07 psf Attachment Dead Load= 3.00 psf 3.00 psf 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 2.73 ft 2.73 ft 2.73 ft Attachment Tributary Area= 10.92 sf 10.92 sf 10.92 sf Attachment Uplift= -2011b -355 Ib -5531b ag Screw Uplift Capacity Check_'- Fastener= 5/16 inch Number of Fasteners= 1 Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 205 Ib (NDS Eq 11.2.1) Allowable Withdraw Capacity= 820 lb (NDS Table 10.3.1) 820 lb capacity>553 lb demand Therefore,OK Lag ScrewShear Capacity Check� �! - Embedment Depth Reduction Factor 1 Snow Lateral Force= 681b Attachment Lateral Capacity= 288 Ib (NDS Table 11K) 287.5 Ib capacity>68 lb demand Therefore,OK -3 of-7- Project: Patrick M. Kaelin--Job M 2017-06846 RLZ—= Date: 12/27/2017 Engineer: PZSE Framing Check ARRAY 1 PASS Dead Load 5.3 psf w=37 plf PV Load 3.0 psf Live Load 19.4sf °" , y,;- ,;;, ��• .;:.,,;:.?.; P 4, 2x8Rafter's @ 16 o:c'd;.gip„ ^ Member Span 12'-2" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 27.7 psf y�' ,.i,�;• . „t ,iy} - �,,o,+� =ir `�{";e' 'Me tuber Properties'` �,..�..� °•�. ry'":.�,'=r°.-..r` ,.,.<. 'rl''Si'�. _.I.'::'�i .p,.J'i';..i<xr t,t+�i.i+�"`�".," ye%.�,•.,S Member Size S(103) 1(104) Lumber Sp/Gr Member Spacing 2x8 13.14 47.63 SPF#2 @ 16"o.c- did'° ,(5^{'✓r" ;fir,,. .�.W.,- ,syr^,`;.�,.M-!,".,�.,,,r.,.., ^,,,>rt� tit-,' ,r;..,Fry,;,;,A....;•.r;,,,,,.,;.-,,r.-,.-..,, ,.-,;� Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 x 1.2 x 1.15 Allowed Bending Stress=1509.3 psi Maximum Moment = (wLA2)/8 = 679.126 ft# = 8149.51 in# Actual Bending Stress=(Maximum Moment)/S =620.2 psi Allowed>Actual 41.1%Stressed -- Therefore,OK Allowed D = eflection(Total Load) L/120 (E=1400000 psi Per NDS) = 1.213 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.270 in = L/540 < L/120 Therefore OK Allowed Deflection(Live Load)• = L/180 0.808 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*1) 0.189 in L/771 < L/180 Therefore OK ; -- r...-_,,,,. _.,�;t-.,�a.�..r ,,�f,..�w, a _ ..G....,.-_,-... -^•--rn-•r s -,.. ,..;rr- - .z,�.. ..f.y - - r'<,✓,Ma: '.n. ,, ',,��,r w'', ;J.`�°;- �i".s - i ',:lrr��" ��;^ ;" �{fi,;, N, �qq�•_^'.5'rfi ,,� __ °.Sar,' v.`.;a:^ ;',�r'•i''r, q..i„µi „�;.�;M1�. Member Area= 10.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1468 Ib Max Shear(V)=w*L/2 = 224 Ib Allowed>Actual--1S.3%Stressed -- Therefore,OK 4of7 _ Project:Patrick M. Kaelin—Job#: 2017-06846 PZU Date: 12/27/2017 Engineer: PZSE Framing Check ARRAY 2 PASS = Dead Load 11.3 psf w 49 plf PV Load 3.0 psf Snow Load 10.4 psf 2z4:T rue'Rat*@;24?o91 ;. Member Span=10'-2" Governing Load Comb. DL+SL Note:Attachments shall be Staggered. Total Load 24.7 psf +-..-m...��rv^i+..., a.� .., ... s.., i Y^c-".."P,�....---..Y�^+^.- .y, "31't" sit!• iay rM'�"•-'f:,n`�;�;�INlember`Pro ernes �: ' Member Size S(inA3) I(in-4) Lumber Sp/Gr Member Spacing 2X4 True 5.33 10.67 SPF#2 @ 24"o,c, -,�:,-,.wlr�r.� 2*^sG,-^,2..�....t,_.,;�.y,.. >.�", �.;,,"'m q...y..-r„r;s•- -- - -•_�,r.;;-a;-m,7,.. Fb(psi)= f b x Cd x Cf x Cr (NDS Table 4.3.1). 875 x 1.15 x 1.5 x 1.15 Allowed Bending Stress=1735.7 psi Maximum Moment = (wLA2)/8 = 628.665 ft# = 7543.98 in# Actual Bending Stress=(Maximum Moment)/S =1414.5 psi d Allowed>Actuai-81.5%Stressed -- Therefore,OK Che`ck,Deflectionr Allowed Deflection(Total Load) = L/240 (E=1400000 psi Per NDS) =0.504 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*I) = 0.447 in = L/271 < L/240 Therefore OK Allowed Deflection(Live Load) L/360 0.336 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.325 in L/373 < L/360 Therefore OK - -.. �'',�t, {aM..a,r,' rc.4�"` %F'tYr, ` .'��,;.."�`,.,�"," ,e:� r�g,,.•;a�; tiii;;:'."',,rt,:.,"". l Member Area= 8.0 inA2 Fv(psi)= 135 psi (NDS Table4A) Allowed Shear = Fd*A = 1080 Ib Max Shear(V)=w*L/2 = 249 Ib Allowed>Actual--23.1%Stressed -- Therefore,OK 5'of 7 - Project: Patrick M. Kaelin--Job#: 2017-06846 PZB' - Date: 12/27/2017 Engineer: PZSE Framing Check ARRAY 3 PASS W=59 plf Dead Load 14.5 psf PV Load 3.0 psf Live Load 12.0 psf 2z4'True "' -` �~ 0 Member Span=7'-6" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 29.5 psf , ,2°j,7,1W" .a P`r: N`...j,— .kG.n^'v r,,..,Mr'i,'4,1^,%"'x- —`:Ki';'4:�"` �i'w;, ..y�xi..-Y. ,:/.n __e`n..a';�,i, �,.-iii""';,;"•1.4',.°Y•"f',,Yt rrr—r <!Y �; Member Size S(m^3) I(in^4) Lumber Sp/Gr Member Spacing 2x4 True 5.33 10.67 SPF#2 @ 24"o.c. ,r47 N"tr:N.(n{�r`r� ',c;�;`` "%�'C a ,r., ^',tzar,,^�;,.,, ",t a,!^,,,,':,•r,>a;� Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 x 1.5 x 1.15 Allowed Bending Stress=1886.7 psi Maximum Moment = (wL^2)/8 = 413.738 ft# =4964.86 in# Actual Bending Stress=(Maximum Moment)/S =931 psi Allowed>Actual-49.4%Stressed -- Therefore,OK f ur LL�rr; _,'v _ ;�< Allowed Deflection(Total Load) L/240 (E=1400000 psi Per NDS) = 0.374 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) =0.280 in = L/321 < L/240 Therefore OK Allowed Deflection(Live Load) _ -L/360 0.249 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.114 in L/789 - < L/360 Therefore OK - • - Vf'�'i `('?"�.'if� '"'r%:n �y-„'" �a�n�y�M,rt y`r'' :�.',"ti4,+,^M;iwWrf.y ..rm'iq°x,?r�M' ;P�- '�':t: -— `✓a`,5Y'` .—i:• yf -,' 'S,., ^f. - •.:�r,Nw np,....„a..r.,�trry>y(n{, — ripy{z` :-uifiA� .d, HF�. '11" t.?'✓d� rFr°., scc y.. `.i.r '.,`�..m-r� ,.''„ :"4. .s, .r• 's Member Member Area= 8.0 m^2 - Fv(psi) 135 psi (NDS Table 4A) _ Allowed Shear = Fv*A = 1080 Ib Max Shear(V)=w*L/2 = 2211b, Allowed>Actual--20.5%Stressed -- Therefore,OK 6of7= Project: Patrick M. Kaelin—Job M 2017-06846 PZ— H Date: 12/27/2017 Engineer: PZSE Lateral Check:2015 IE6C E�cistrig';Weight,,ofEffectedBusldiit>.;.. ;„ .rL, ,•,W Level Area Weight(psf) Weight(Ib) Roof 3360 sf 5.3 psf 17808 Ib Ceiling 3360 sf 0.0 psf 0 Ib Vinyl Siding 773 sf 2.0 psf 1547 lb (6_.75'Wall Height) Int.Walls 387 sf 6.0 psf 2320 lb isting,gNe ght of•Effected;`Building. X1675;I6 'P ♦ Y; ,4 ?yStemgxT.µck4 Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 550 sf ;4pproximate Total;Weigtit'of PV System,r {'," •° 165QIb,'" 10%,Com`paro,r iso,.;,. r" 10%of Existing Building Weight(Allowed) 2167 Ib Approximate Weight of PV System(Actual) 1650 Ib Percent Increase 7,6/ Therefore'OK ; Per IEBC 402.4&403.4 and by inspection,portions of the roof that are impacted by installation of the array will be subject to a net reduction in design loading. Therefore,the existing structure may remain unaltered. 7of7 = w SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE# DESCRIPTION SYSTEM SIZE:8635W DC,7880W AC • ALL WORK SHALL COMPLY WITH 2014 NEC,201518C,MUNICIPAL CODE,AND • ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES:(31)REC SOLAR.RECZ85TP2 BLK • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. RAIL • I1)ABB: R(S): • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. PV,2 0 SITE PLAN (1)ABB:G:SNAP RACK E US-A(240V) • PHOTOVOLTAIC SYSTEM IS UNGROUNDED.NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3.0 LAYOUT • RACKING:SNAPNRACK SERIES 100 UL;FLASHED L FOOT. GROUNDED IN THE INVERTER.SYSTEM COMPLIES WITH 690.35. SEE PEN D01. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. _ PV-3.1 ATTACHMENT DETAIL • (1)ABB RS1-1PD6-MC4 RAPID SHUTDOWN • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741, SP SUB-PANEL STANDOFFS& PV-4.0 ELECTRICAL • (1)ABB RS2-2PD8 MC4 RAPID SHUTDOWN • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. FOOTINGS PV5.0 SIGNAGE • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). ® CHIMNEY • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. LC PV LOAD CENTER IE • 9.68 AMPS MODULE SHORT CIRCUIT CURRENT. • 15,09 AMPS DERATED SHORT CIRCUIT CURRENT 1690,8(a)&690,8(b)], Q ATTIC VENT SM SUNRUN METER Q FLUSH ATTIC VENT PM DEDICATED PV METER pF NEGy y 0 PVC PIPE VENT K' y O y �P� INV INTEGRATED WITOCH ® METAL PIPE VENT DISCONNECT AND AFCI cm T VENT A AC DISCONNECT(S) 3 92.43�1�; t SATELLITE DISH A?OFESSIONP ' 0 DC DISCONNECT(S) ® FIRE SETBACKS For Structural Only ice COMBINER BOX HARDSCAPE I——I INTERIOR EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED i SCALE:NTS s u n r u n A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUrr INTERRUPTER 54139-ME VICINITY MAP AZIM AZIMUTH COMP COMPOSITION . --- - - -- =•v - ----f - a, DC DIRECT +e0wmrtsw�wamvutsm�iem CURRENT w+Q+e®.ao3aer (E) EXISTING FAX84l2Bp= EXT EXTERIOR FRM FRAMING CUSTOMER RESIDENCE. INT INTERIOR 2 OI COUNTY RD 48, LBW LOAD BEARING WALL `- m ` ' vso N MAG MAGNETIC CUTCHOGUE,NY,11935 ': r 'slk r__ Q2:�O•c•cgyRwdaE ,s MSP MAIN SERVICE PANEL TEL(931)730112APNr (N) NEW NTS NOT TO SCALE PROJECT NUMBER: OC ON CENTER 211R-400KAEL PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT DESIGNER: Y .,:,> .-__ PHOTOVOLTAIC NATE WILSON TL TRANSFORMERLESS d v '` TYP TYPICAL DRAFTER: V VOLTS NATE WILSON W WATTS SHEET REV NAME DATE COMMENTS COVER SHEET REV:A 12MI12017 PAGE PV 1.0 SITE PLAN-SCALE=3132"=1'-0", SITE PLAN DETAIL-SCALE 1164"=1"" PITCH TRUE MAG PVAREA (SOFT) ® AR-01 21' 235• 247• 197.7 AR-02 25• 145• 157' 179.7 AR-03 45' 145' 157' 179.7 PJ Ag (E)RESIDENCE GOJ g g OF NE1-11 t1. ' AC Mpl 4 1, FIRE SETBACKS T_ { s u n r u n AC INV (18'TYP) s SM � SE p�8738�%'(Pv� OFES$ION 54139-ME 18O AFUJU 1EAVE.H1006W W11M MCM80854M49 FAX 4II0B.1R]] CUSTOMER RESIDENCE: PATRICK M KAELIN (N)ARRAY AR-03 24400 COUNTY RD 48, CUTCHOGUE,NY,11935 (N)(1)2.2 ABB RAPID SHUTDOWN DISCONNECT TEL(M)73"112APN! (N)ARRAY AR-01 PROJECT NUMBER: (N)ARRAY AR-02 211R-400KAEL (N)(1)1:1 ABB RAPID DESIGNER: SHUTDOWN DISCONNECT NATE WILSON DRAFTER: NATE WILSON SHEET SITE PLAN REV:A 122112017 PAGE PV-2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE, FLASHED L FOOT. SEE PEN D01, SINGLE STORY ATTIC WOOD RAFTER 2 X 8 13'-2" 16" WA 4'-0" 1'-4" REC SOLAR:REC285TP2 BLK AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY VAULTED WOOD RAFTER 2 X 4 12'-0" 24" WA 4'-0" 1'�" MODULE DIMS: 85.94"x 39.25"x 1.49"(38mm) AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN D01 SINGLE STORY VAULTED WOOD RAFTER 2 X 4 7-7" 24" V-0" 4'-0" 114" MODULE CLAMPS: D7-AR-01-SCALE:3116"=1'-0" D2-AR-02-SCALE:3116"=1'-0" Portrait:82"-16.4" PITCH:21" PITCH:25" Landscape:4.9"-9.8" AZIM:235" AZIM:145" MAX DISTRIBUTED LOAD:3 PSF ® SNOW LOAD:20 PSF ® WIND SPEED: } 8 135 MPH 3-SEC GUST.8" LAG SCREWS: I— 6-11" 9'-11" —5'-7'— 8'-7" — 1'-5" 5118"x4,0":2.5"MIN EMBEDMENT 1-0, NOTE: r8" INSTALLERS TO VERIFY RAFTER J`— SIZE,SPACING AND SLOPED — — SPANS,AND NOTIFY E.O.R.OF —4'TYP— - ,-G- ANY DISCREPANCIES BEFORE TYP— PROCEEDING. _ _ PENETRATION SPACING: 6 8 — STAGGERED Of NEwY Cb r -0- _e.. i. --0 9- 9138U'�s 4(� OFESIS �. sunrun D3'AR-03-SCALE:1/4"=1'- 54139-ME0" s, PITCH:45" 16CMI10 eAVe MCKSMAMIUM AZIM:145" w�em,ec"? FMIlM B= CUSTOMER RESIDENCE: PATRICK M KAELIN 24400 COUNTY RD 48, 3'.5" CUTCHOGUE,NY,11935 Te-(631)T3se112APNV. o-_ PROJECT NUMBER: 4'TYP — $ — — — —� 211R-400KAEL�— DESIGNER: -0— — $ — —�— --0— — — —��— — —©— 7e NATE WILSON 6,- -O — —O— — —O— — DRAFTER: NATE WILSON — $ —0-- — - - SHEET LAYOUT 1' _4 REV:A 12/21/2017 - 1's" 27'-8" 1'S�- PAGE PV-3.0 NOTES: STEP 3:PLACE L FOOT ON TOP OF -5/16"LAG BOLTS MUST EMBED 2.5"INTO ROOF FLASHING AND TIGHTEN NUT SNAPNRACK STRUCTURAL MEMBERS/RAFTERS STEP 2:SLIP FLASHING OVER L COMPOSITION L FOOT 5/18"S.S.FLANGE NUT -TORQUE ALL 5/18"HARDWARE TO THE FOLLOWING: FOOT BASE AND UNDER ROW OF CAN BE MOUNTED IN -SILVER S.S.10-16 FT-LBS SHINGLES ABOVE ANY ORIENTATION -BLACK S.S.7-9 FT-BLS 5/18"X 1"(OR 1.25") -RAILS CAN MOUNT TO EITHER SIDE OF L FOOT OF N$Iy SNAPNRACK S.S.BOLT AND SPLIT (UPSLOPE VS DOWNSLOPE) K.2q�y0 CHANNEL NUT WASHER y b . * Sip t O �OFESSIONP� a 5/16"S.S.LAG SCREW WITH SNAPNRACKFLAT WASHER,2.5"MINIMUM STANDARD RAIL ® EMBEDMENT IS STANDARD STEP 1:BOLT L FOOT BASE TO ROOF WITH 'SNAPNRACK COMPOSITION LAG BOLT ROOF FLASHING• ROOF DECKING TYP SNAPNRACK L FOOT BASE sunrun 54139-ME 1601AILLOREIIVE,HIOfbV61ENY 11lM COMPLETED AX^�M ROOF DECKING TYP INSTALLATION CUSTOMER RESIDENCE: PATRICK M KAELIN 24400 COUNTY RD 49, FLASHED L FOOT MOUNTING POINT FOR USE ON CUTCHOGUE,NY,11935 RAFTER TYP COMPOSITION ROOF SURFACES WITH LOW TO 'E`MlI74B12"P"' MODERATE TILT. ! PROJECT NUMBER: 211R-400KAEL RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO DESIGNER: LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL NATE WILSON LEVELING". DRAFTER: NATE WILSON SHEET ATTACHMENT DETAIL PEN DETAIL 01, FLASHED L FOOT TO RAFTER REV.A 12212017 PAGE PV-3.1 r i 120240 VAC' SINGLE PHASE ' SERVICE O METER#: • M PSEGLI99371535' UTILITY ACCOUNT#:0266-9004595 GRID SUPPLY SIDE TAP 5 (1)RSO 1.1 RAPID EXISTING20DA (N)LOCKABLE SHUT DOWN DEVICE PV MODULES t MAIN BREAKER BLADE TYPE (N)LOCKABLEN��609 (M SUN RUN ABB:UN0.7.8-TL-0UTDS-US,A REC SOLAR:REC286M BLK FUSED BLADE TYPE AC DISCONNECT AC DISCONNECT METER 4O (240V) 1A + !!! (20)MODULES METETER 7600 WATT INVERTER JUNCTION BOX `r1Y� (2)STRING OF(10)MODULES .� EXISTING 4 4 4 3 OR EQUIVALEM' 2 200A �� �1 MAIN �`� O PV MODULES FACILITY PANEL LOADS ricun 40A FUSE REC SOLAR:REC285TP2 BLK SQUARE D 240V METER SOCKET LOAD RATED DC DISCONNECT /�r— + !! (11)MODULES SQUARE D DU222RB 125A CONTINUOUS& WITH AFCI,RAPID SHUTDOWN L ! (1)STRING OF(11)MODULES D222NRB 3R,60A,2P 240V METER COMPLIANT 3R.GOA 120/240VAC 200A,FORM 2S (1)RSD 22RAP10 1201240VAC SHUT DOWN DEVICE NEMA4X 600V, _ WITHIN 10'OF ARRAY _ CONDUIT SCHEDULE NOTES TO INSTALLER: 1. A25 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. #', CONDUIT CONDUCTOR NEUTRAL GROUND 2. CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN s u n ru n Ilk NONE (4)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED. 3. CONNECT THE RAPID SHUTDOWN SIGNAL CIRCUIT CONNECTORS PER is, NONE, , (2)10 AWG PV WIRE NONE (1)6 AWG BARE COPPER MANUFACTURER SPECIFICATION. (6)10 AWG PV WIRE 4. SPLICE THE 14 AWG THHNITHWN-2 CONDUCTORS FOR RAPID SHUTDOWN SIGNAL CIRCUITS INTO 18 AWG CONDUCTORS WITHIN TC-ER CABLE AT THE 2 NONE (2)18 AWG SIGNAL CIRCUIT NONE (1)6 AWG BARE COPPER JUNCTION BOX. 64139-ME WITHIN TC-ER (6)10 AWG THHN/THWN-2 loawaorrEAve•HMALEW11M FROMOMAWWR 3 1"PVC OR EQUIV. (2)14 AWG THHNITHWN-2 NONE (1)10 AWG THHN/THWN-2 F 302M= SIGNAL CIRCUIT CUSTOMER RESIDENCE: 4 1"PVC OR EQUIV. (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 PATRICK M KAELIN 5 v PVC OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 24400 COUNTY RD 48, CUTCHOGUE,NY,11935 - TEL @%)7340112APNt. MODULE CHARACTERISTICS PROJECT NUMBER: REC SOLAR:REC285TP2 BLK 285 W 211R-400KAEL OPEN CIRCUIT VOLTAGE: 38.8 V MAX POWER VOLTAGE 31.9 V DESIGNER: SHORT CIRCUIT CURRENT. 9.68 A NATE WILSON DRAFTER: SYSTEM CHARACTERISTICS-INVERTER 1 NATE WILSON SYSTEM SIZE: 8835 W SYSTEM OPEN CIRCUIT VOLTAGE: 478 V SHEET SYSTEM OPERATING VOLTAGE: 351 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE: 600 V SYSTEM OPERATING CURRENT' 26.85 A REV.A 1221/2017 SYSTEM SHORT CIRCUIT CURRENT: 3623 A PAGE PV-4.0 f INVERTERI NOTES AND SPECIFICATIONS: • • • • 91GN5 AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 V • • ■ •L •• x ., ),• ,■ •,■ 26 B5 ■ ARTICLE 11021(9),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY ` SECTION 690,OR IF REQUESTED BY THE LOCAL AHJ. •• •r• •• 351 •SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE ELECTRICAL SHOCK HAZARD 479 WORDS.COLORS AND SYMBOLS. LABEL LOCATION •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING ••' 36,23 .■ METHOD AND SHALL NOT BE HAND WRITTEN, INTERIOR AND EXTERIOR DC CONDUIT EVERY 1 O FT,AT EACH TURN,ABOVE AND •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT DO NOT TOUCH TERMINALS. BELOW PENETRATIONS,ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. LABEL LOCATION: INVOLVED. TERMINALS ON LINE AND LOAD PER CODE(S):CEC 2016.690.31(G)(3),690,31(G)(4),NEC 2014:690,31(G)(3), INVERTER(S),DC DISCONNECT(S). •SIGNS AND LABELS SHALL COMPLY WITH ANSI Z635A.2011,PRODUCTBAFETY 690.31(G)(4),NEC 2011:690 31(E)(3),690.31(E)(4),IFC 2012:605.11.1.4 PER CCDE(S):CEO 2010:690.53.NEC 2014:69D.53,NEC SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED. SIDES MAYBE ENERGIZED IN 2011:690.53 •00NOT COVER EXISTING MANUFACTURER LABELS. THE OPEN POSITION © • ® • LABEL LOCATION: INVERTER(S),AC DISCONNECT(S),AC COMBINER PANEL , OFAPPLICABLE). PER CODE(S):CEC 2018:690.17(E),NEC 2014:690.17(E). NEC 2011:690.17(4) f s �VIlARN1�NG ® '_' � ® • LABEL LOCATION: 'SERVICE ENTRANCEIMETER,INVERTER/DC DISCONNECT IF REQUIRED ELECTRICAL SHOCK HAZARD BY LOCAL AHJ,OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S):CEC 2016:690.12,NEC 2014.69012,NEC 69D 56,IFC 2012.605.11.1 IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED ° ' ' ' BUILDING SUPPLIED BY UTILITY CONDUCTORS MAYBE s ;•'' GRID AND PHOTOVOLTAIC UNGROUNDED AND ENERGIZED SYSTEM LABEL LOCATION: LABEL LOCATION. AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF INVERTER(S),ENPHABE ENVOY ENCLOSURE OF INTERCONNECTION. S u n r u n APPLICABLE). PER CODE(S):CEC 2018:690.54,NEC 2014;890.54,NEC PER COOE(S).CEC 2010:890.5(0),NEC 2014:69D.5(0), 2011.890.54 f NEC 2011.690.5(C) . 01t� 1111 IN"G�-1 , &i ,N1 RNI G ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY , Ulm 54139-ME THE DC CONDUCTORS OF THIS SOURCES:UTILITY GRID 1SCKVWMAVE,HMOVUENV116m PHOTOVOLTAIC SYSTEM ARE AND PV SOLAR ELECTRIC F�Bs xsw UNGROUNDED AND MAY BE ENERGIZED SYSTEM LABEL LOCATION' LABEL LOCATION. CUSTOMER RESIDENCE INVERTER(S),DC DISCONNECTS. UTILITY SERVICE METER AND MAIN PATRICK M KAELIN PER CODE(S).CEC 2016.69035(F),NEC SERVICE PANEL 24400 COUNTY RD 48, 2014:69035(F),NEC 2011:69035(F) PER CODE(S).CEC 2016:705,12(D)(3), CUTCHOGUE,NY,11935 NEC 2014:705.12(D)(3),NEC 2011. PV SYSTEM 705.12(0)(4) DISCONNECT TEL(631)7346112APN t ,�ya/�p�� T"�'1"�"""•"ti LABEL LOCAs PROJECT NUMBER: ' i4RNING �i r1f,,�ARNING POINT OFINTERCONNECTION 211R 400KAEL (PER CODE NEC69D.65(BL NEC705.10,225.37,23D.2(E)) INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM DESIGNER: DO NOT RELOCATE THIS COMBINER PANEL OVERCURRENT DEVICE DO NOT ADD LOADS NATE WILSON DRAFTER: LABEL LOCATION LABEL LOCATION: NATE WILSON ADJACENT TO PV BREAKER(IF PHOTOVOLTAIC AC COMBINER OF APPLICABLE). APPLICABLE), PER CODE(S);CEC 2016; PER CODE(&):CEC 2016. SHEET 705.12(D)(2)(3)(b),NEC 2014: 70512(D)(2)(3)(c),NEC 2014: SIGNAGE 705.12(D)(2)(3)(b),NEC 2011:705.12(D)(7) 705.12(0)(2)(3)(c),NEC 2011:705.12p)(4) REV:A 12/21/2017 PAGE PV-5.0 SnopNrack- solar mounting solutions Series 1 , , R i, i t-Roof mount, stem The Snap'Nrack-tdries_'l6t3 Roof Mo�Int.Svstern,is engineered to optirrlize rnateri6l use, labor resources and:ae-sthetic appeal. This innovafive;,systern simplifies t ei pr®cess of installing solar modules,,shbrtens,installation=times, and lowers,installation costs; maximizing productivity and profits.; - The Series 100 Roof Mount System,; asts,uhiqu6„ pre- ssemoltd,-staihless steel "Snap- In” hardware and watertight flash attachm,Q�ais.'This sy'st-e ,is 'installed-With a single tool. No c�atting.or drilling means a ss rai#. sty. It a fully integrated with built-in wire management, solutions for all rockf types, rine-si b-fits;`all,.fea ur s, and,66-withstand extreme environmental conditions.' SeriesJO'' "Is,-listed t&UL-St�hdctird 2743 for Grounding/Bonding, lire Classif idation'and,Mech66ica"l Loading.':PL; 761 itertification and Complianc6 ensures that Snap Nrack'installers_can con€ilea td Orovide.the best in class inst6liations in quality, safety a4efficiency. 0 Appealing design with built-in aesthetics * No grounding lugs required for Modules (P All bonding hardware'is fully integrated ' .f - S— '♦,,. _. "'..t?.,•'`"` l`-rte +y` n9 h 0 hail splices bond rails together, no rail jumpers required 0 Na drilling of rail or reaching for other tools a required , Mass A Fire Rating for Type 1 and 2 modules System Features Indudd, r ' ,Snap in single Tool Easy No Cutting Hardware Installation Leveling, or Drilling Integrated Mire` Preassembled integrated bonding UL 2703 Certified Management hardware Rasourcw snapnrack.com/re5ources Design snapnrack.com/configurator V Where to Buy snapnrack.corn/where-to-buy SnapNrack- , Solar Mour><ting solutions .N Stainless Bolt with Stainless Steel Bonding Splice "'Standard Rall Split-Lock Washer Boit with Split- Insert 015-0981e Lack Washer __ Bonding Adjustable End Clamp Top ,,,((((((������Bonding ` Splice Mid Clamp Base _ ! Bonding Adjustable _ ■ Bonding End Clamp Bottom Bonding Stainless Channel Nut Channel Nut Stainless Hardware with Bolt with Bonding Adjustable Split-Lock Washers Split Lock Bonding Ptid Clamp Bonding Standard Washer End� mp 242.02053 Rail Splice Ground,Lug 242-04015 242-02101 12-6 AWG--1 - " ' - - ern■ Copper Wire Ground Lug AssemlDly -— (ONE REQUIRED PER ROW OF MODULES) - ' Universal End Clamp(UEC) UEC Pull Strap A_ r UEC Wedge Stainless Steel Bolt with Flat Washer Universal End Clamp 242-02215 Standoff Clamp Assembly $ u Rubber-.ASerrated Stalnless Channel Channel Nut Rain Collar Steel Flange Nut Nut Stainless - x Ser Yed,Stalh etr Ffan gean _ =>Steet-Fange=8blh== 92-0e`g�ee=--. -`"""=5tainiess--= MIIi Finish —'-�a••_-_ -_: �_ Standoff 'a' L Foot Flange Bolt i All Purpose Is L Foot Mill Finish_._ Base(Mole Metal Roof Base Shown) -ifs ,r'�' Mill Finish L Foot Base Assembly ' '+■ L Foot Base Flashing Metal Roof Base Standoff L Foot Base with Flashing with L Foot 242-92057 242-92050 242.02037 , URIES � ' INI�A ! AT u.k. � •,6QOOFSeries'aluminuirt "'V,xd.n - �.; .a,.u§i,.t' :AaA�,, °k # _ ;x+s' ;:- �. : ,1 �i , =- "lYldferla}S,` Stainless'steel° r iied.steel/anuminuiss. leshirig: !t • Silver and black'anodized aluminum ^° • Mill finish on select products Material Finish •Silver or black coated hardware Note-Appearance of mill finish products-may vary and change offer,time, lid^Laaels' - ,k lIQ-vlE?":rfli�il(/aSCF,7-10),r .j'fp (jt1 Snow Loads 0-120 psf Arrau R1",., m; s' :0,- degree5 877-732-2860 g www.snapnrack.com r ''-contact@snapnrgidk-.com (0 2016 bySnapNrack Solar Mounting Solutions,All rights reserved SrM'&3d S!AM_l05&0dVai . o L e ® • • •WtM8,:6kW , ( `Aft r =r UNO 7.6 and 8.6 is a feature-rich ABB is the only manufacturer who Highlights transformerless inverter that is can offer a fully-loaded, large- — Dual independent,MPPT channel powerful and flexible enough to residential system using one inverter. compatible with a 40A'residential operate like two'inverters.This ABB{s high speed and precise Multiple panel sized breaker;, means fewer'inverters are needed Power Point Tracker(MPPT)algorithm — Outdoor'NEMA 4X rated enclosure to accommodate residential enables real-time power tracking and for unrestricted use under any installations. improved energy harvesting. environmental conditions The dual MPPT,input enables more — Wide input range for increased Reducing cost of installation, orientations of PV strings to be stringing flexibility Available in 7.6kW or 8.6kW,the ABB connected at the same time and - Minimizes installation space with UNO 7.6 and 8.6 inverters are well unbalanced strings on each M,PPT side-by-side installation = suited for North American residential channel;thereby, maximizing-the-_ — 96.5 percent CEC efficiency - = rooftop installations'and provide the energy-harvesting and flexibility system flexibility, levels of performance These inverters,are extremely and reliability,that'designers'need. lightweight and simple to wall mount, The wide input voltage range makes,the while still featuring an integrated DC = inverter suitable for installations utilizing disconnect with combiner, lowering - a reduced string size. overall installation cost,, = Power and productivity T"' for a better world Additional highlights - Compliant with,NEC 690.12 when - Single-phase and split-phase output used with ABB`s Rapid Shutdown - O erff s an extra qule transformer-less dunce -'-- inverter architecture - Comes standard with DC Arc Fault ' - Fully integrated DC disconnect and Circuit Interruptor(AFCI)to comply p:i wiring.box saves-installation time and with NEC 690.11 cost ; t, .° J, ,,,i, - !',''' r4 i,• t,J - Flexible data monitoring options to view inverter performance where and �.,> ;r, � =_. -, '. • how you need it '- - RS-485 communication interface(for ". Y41 connection to laptop of data logger) - Available with the optional VSN300 Wifi Logger Card for wireless z, ,;r•_; r ""' monitoring Technical data and types Type code UNO-7.6-TL-OUTD-S-US-A UNO-8.6-TL-OUTD-S-US-A General,Specifications Nominal " Maximum outu utcower......._»...»..»__»» _._.__....._.....»...._......-...............____._...... _....»»..8300V11.»_..__._...___..._.....»_........wer ;........_._..........._..-94001N......-....__............. Rated grid AC voltage 208V»```»..._.. 240V € 277V € 240V @ 277V Input side _Number of independent. -MPPT channels »2 ___ .._ .._._............_......._..:.................-............._.._ ........................__._.._..__. .......-...-..................._.................................. Maximum usable power for each channel 540OW ..... _.....__..........._........................»,......................._...._......__................................_._»_._.._....._..._......._..................................__...._.................._... .. Absolute maximum voltage(Vmax} _- -�» 600V ......................................».._. ........................,........................__......._................................._—_............._........_........._.. .. Start-up voltage(Vstart� »_.__.»._...r....__.......-. .'• ... 200V(adj.120=350V).................... _....... Full power»MPPT»voltage range ._ ---_....._................................................_... _._......»165-480V...._._._.._._....__..__....»..._.»»............_.._1854£30V........»..... .__... Operating-MPPT»voltage range_..___ `- 0.7xVstart-580(>90V................. Maximum current(Idcmax)-for both-MPPT in parallel_ i 48A _._..........-......... _» _..._..,...._.-..-.....-......_._....._-.....-...................»».._ ._».._ _........_.,............._........%...................... Maximum usable currentper channel »__ _ ; ------_- 24A _.__»..._»..._........................_...................... »"Maximum short circuit_current limit per channel__ _ 30A ... . -._._... --._... ._.._ _........................._. ......_..........................._»........»..__..._........._..............................»».._.............._......»......... Number of wire landingterminalsper channel_ 2 Pairs _..............».....__..................._..»._._»».. Array wiring termination Terminal block,pressure clamp,AWG12-AWG4_ Output side Grid connection type _ _� € 10/2W Split;0/3W 10/2W _ Split:DJ/3W_s »10/2W 183.228V 211-264V 2�{4-304V 211-264V 244 804V Nominal grid frequency 60Hz Adjustable grid frequency range - 57_fi3Hz _ _.._.................................... ,................_...................,......................._..._. .. Maximum current(lacmax) __ -36.5A _ -32A _ .27 5A € 36A s 31A .._._..__._ .....---•-•-_......_...._................;. .............._..............._..................._»......»_.. _- . Power factor ,>0.995(adjustable to t0 8) _................__»..._......._.»�_ _..........._...._........_..,_........................._..__.._.._.............. .._» _ __....__.._._......».._......_......__. Total harmonic distortion(@ rated output powert._...._._......_ i _ <2�0 Grid wiring termination type Terminal block,pressure clamp AWG10-AWG4 Input protection devices i. Reverse polarity protection_ € Yes —................ __....._._.— ......_.._... ...,..».....»__»..»»__...._..._.._......._.............._.. ...__»._...._------__._.....................................................—. Over-voltage protection fxpe — Varistor,2 for each channel _...................... ..._........._....................................................-_._......,...................................»....._........................._...._»._.........._..................... ..........._...................... PV array ground fault detection,`. Pre start-up R_and dynamic GFDI(requires floating array.,) (Output protection devices ' Anti-lslanding protection _—_ _ Meets UL1741/IEEE1547 reufrements — —_ N _..__.............. _.........-......_..-...._.... ,__._....»__...� .................dK..._.... External AC OCPD rating _ _ .'•_ -- 50A _ _40A 40A 50A 40A Over-voltage protection type Varistor,2(L,-L2/L,-G) - Efficiency - Maximum efficiency _....._..__ 97.5% _.................................... _._......_.._...._........._......................._. ....-.._..._....._....................................__......._.....-.o_.__..._._........._._.._:._......._..... ..,.............»........»...... CEC efficiency 96.5/ Operating performance^" r >> r+ _Nighttime»consumption .........____ _._..__._»._.». g - <0.6 W _... -................................_.. - ..........-.. .._....-........-......._.._.__.................. .._._.. _ ..._........ _.. Stand-by consumption <8w Communication., User-interface _ @ -'5.6"x- '5.5",x 1.25" ra hic dis la _. .._._-- :......»..._..»..»._.»».......»..................» ......».....g.._P........_P.....y.....-........»..:..»_.... _. Remote-monitoring(1xRS4i35 included)' w-- VSN700 Data Logger(opt.),VSN300 Wifi Logger Card(opt.) !Environmental a'' Ambient air operating temperature range _ -13°F to 140°F(.25°C to+60°C)with derating above 122°F(5)°C) __ — Ambient air storage temperature range _ _ 40'F to 176 F(40°C to+80°C) _._._............... ....... _. __..._..__,_......_.._._. _.._...__ ......... _......_. __ .Relative humidity... _ -_—____; :µ___ __ .___..._ _ 0-100/o condensing— » .. Acoustic noise emission leve! : - <50-db(A).U.1m _ - _.._......_--------------------_.._ »._..._.... _»--_— .—...... ...._...._.__.,._-...._......... —.»__.............. _..._...»....._.._: _..,..........•-•--.......... Maximum operating altitude without derating 6560ft(2000m) 2 ABB solar inverters Product flyer for UNO 7.6/8.6-TL-OUTD - - Block diagram of UNO-7.6/8.6-TL-OUTD ----------------------------------•- .---------------------------------------------------------------------------- wlata OnAO FM MAY ° ma,.eta , ; fie_ 1 t1 T � L2 ruxc�rr ' r ' °t --------------' n�1rclW.v r r ,AFS r-- -, ---, • ' :---- Du ua ° o-- ' ° lKWrl ' N1�ta PiLlla , , , tOClDQ ° � r ro K M10 FSUS aim-) 1 ' ; ° i ; ♦TIR -TIN NTN ° 1 ' 1 tl DC/AC 1 ' DSP DSP ALARM 1 KC KO ' _ ° ��� A o „ ' � CtdKIROC.OAQlir" - � � 1 C t-----------------------------------------------------------------------------' UNO-7.6-TL-OUTD-9-US UNO-8'.6-TL-OUTD-S-US I �. .9T:; - � '' f 4 � 7 1 } f 1 ., � i 9C4.-' - _t_ ..-•!______-1' 'r{ _,_ _.-,- � _i 9TI. 11 95ti" _)LT/mcn r W.'/Yp.S � d7NMgA '92% sri'•c-.Y.�Jif`6'.l" �,w S,ya,Jia AFM Pw t7'•'45"wa%.6°•*X%.�' �t6't`;"t�-:'45��"w•�,s'.#S•h�d"�'S'�e%�v fi t'S=" , .ZtR.mlakVA ,. . " AamD amV4i Technical data and types Type code UNO-7.6-TL-OUTD-S-US-A UNO-8.6-TL-OUTD-S-US-A Mechanical specifications »Enclosure ratio a..... .... ................. _.»..... »»................................................... ......NEMA 4X ,.._. N Cooling......... ....................... a... »............._.................... aural convection .......................,....,.....,... Dimensions H x W x D i 8:9'z 2 :$'z :�in'(di30 x" 3'z'2 mm f iriveife�'on y • „,_.,.,..........,•..•............................... 29.3 x 22.9 x 8.8 in(745 x 583 x 223mm�Including wiring box _....;_... .. . ._...._......._................................ 8 Wei6ht... ...................... ............ . .............................._ Shipping weight......_...................... »103.51b(47ka1..._....._. ................ Ship itjn system ......................... .... ............. „....»......................_..................... _....,...._................. _... ........... ....YS...........,......._....,................,............,.............................m. _ .. Wall bracket1. 14o�tom:�2)"pug'gec!'9'121 openings, 9 pfugged i"operii'rigs";•('9'}"G`oncen4rfc"KfSs' !d'r fR Conduit connections Sides: 2 Concentric KOs 3/4 1° »..._..._......_.....__................_.......................,..................................._.....;..._ ._.. ._...._........_.................................i........,...................................."1 ........... ..,».....:............................_..... DC switch rating(per contact)(A/V) 25A/600Vdc .Safety and Compliance Isolation level »- _,..i - _....... .. ........................................ ..:......... ................................ _. . .. a Tr nsformerless floating array a i�'d1,ii_�.i"!4?','I"56 �i;'(7Li��8't�i����; Safety and EMC standard Class B :.....................................................1.......:.............................. Safety approval................ . - - - - `C� .........•.............,,. .,.,........,,.........._......:.... i ._ .... ....................... Regional Compliance Rulo 21,HECO,NEC 2014 690.11,NEC 2014 690.12 with ABB Rapid`Shutdown device Available models With OC switch and Wring box,arc fault detector and i UNO-7.6-TL-OUTD-S-US-A i UNO-8.6-TL-OUTD-S-US-A -interructor All data Is subject to change without notice Product flyer for UNO 7.8/8,6-TL-OUTD ABB solar Inverters 3 r Support and service For more information please contact ©Copyright 2015 ABB.All rights ABB supports its customers with a your_local-ABB_representative or_visit:_ reser_ved-Specifications_;subject to dedicafe�c-10-bal service organization change without notice. in more than 60 countries,with strong www.abb.com/sclarinverters m regional and national technical partner IMf networks providing a complete range of .abb.com �+ life cycle services. N ti Lb LO CO ® W TOMelnland , O Q _ C u8 C us m `X1O_ Q This inverter is marked with one of the °' two certification marks shown here(TUV or CSA). 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Y( ) 1 - r Panel 9& 16S 16,6 17.1 17.4 17.7 WN�art�rdwdcescwndtctamSTC(airnxwAMl5,trod.R.�oDYP/d;wMamp.nane25°C�),cry . �u _ ,� t .��;, ��wnan�Uld�pawird�aw�nrlhw�ida�inb�efoAarcdbythe Dwt�C LK�fur�l>udctr+medmudulea. �; a NomtnelPower-P (WpJ 206 21D 214 Z18 223 Non"PowerVeltage-VW(y 292 Z9h 29.6 29.6 30.0 q :VAM No11"PowarCurrent-I (A) 7.07 7.15 7.24 7.32 7.43 ' 0WOrcuitValtage-&M M 3511 35,6 35,8 36.0 36.2 � �� a r•.Yw� 5hart&ccultCunvnt-1 (A) 7S2 ^ t �e 7S9 7.66 7.75 7.85 ,- Nbm 1vpc9Naute NOCT(MoW(�AMt3, odWFv,6kntnmprretu�e�'Cl rat'g "VYE�we cfncAa�aGtenvmdtilpvowrelaa(PwdKSTOdlakd+6vrRsdwntref*md6ytlxw( CL-Kfarbttek(remmdmvduNa + 1Dyearproductwerranty - n 5" 9 x). ,'f'J ® �r 25yeorlinear oweroutputwarranty k Ut.11P3Fk1sduaitfaKan e$I@C61215,tECOwiWgunknlnperfarmtncvvf0.7%p,e.frvm97% _ , '' �;, Typ ff173Q, eftertheltrtyer) f a ;' x i IECttrt701(SsitM(rt-aevaitylevelQl,fECffZ804(R10Fn�, ���ye�itlanafvrrurthardotatia. `��:� _ E�r`-_ �_, . IECttZ7tB(AmmoniaReatatanee},ISon9z5•z CJwef& _ • uNst�7/9�i�(Cla>!a�l.�o9oal�aig,l5at �a _ - ._ _. - F�O! -s e h i •� - . m. t >p 1 c to a w tst�at .eo- R,. Founded In Norway(0 996,REC is a leedingvErticspy krh6rated solar energy sampan . Through Integrated manufacturing from silicon to wafers,sella,high-quality panels and eactendingtp solar solutions,REC provldyes the world with a reliable source of clean REC energy.RM renowned product quality is supported by the lowest warranty,elalms rate In the industry, REC Is a Sluestar Elkem _ campanywlth headquarters In Norway and operational headquarters In 51ngip6rv,REC employs more than Z,ODO people worfdwlde, - -pro cingl.4GWofsolarpanels-annualiyr.-- - - -- - - --- _ - - - --- - _._-_-----___-- ----yy -- - -