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Town of Southold 9/18/2018 P.O.Box 1179 v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39906 Date: 9/18/2018 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1060 Willow Terrace Ln, Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/25/2018 pursuant to which Building Permit No. 42914 dated 8/1/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF-MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bushell Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42914 08-27-2018 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD caay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42914 Date: 8/1/2018 Permission is hereby granted to: Bushell Family Trust 1060 Willow Terrace Ln Orient, NY 11957 To: construct roof-mounted solar panels to existing single-family dwelling as applied for. At premises located at: 1060 Willow Terrace Ln, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-22 Pursuant to application dated 7/25/2018 and approved by the Building Inspector. To expire on 1/31/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 ui nspector 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. i 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$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:_ � � kcl_J __ I1 f)� T({Gl� L House No. Stre t Hamlet Owner or Owners of Property: �� Bu Suffolk County Tax Map No 1000,Section (D) GDD Block O Lot oa Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: I onDe—6e fo ri M J Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check Fee Submitted:$ plicant i attir`,e! -" ho��pF SOUTyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 0l�� dao roger.richert(cDtown.Southold.ny.us ouffN' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bushell Family Trust Address: 1060 Willow Terrace Ln City: Orient St: New York Zip: 11957 Building Permit#, 42914 Section: 26 Block- 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sunrun License No: 54139-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7.25 KW Roof mounted photovoltaic system to include, 25-rec-290 panels, 1-SE-7600 inverter,AC disconnect Notes Inspector Signature: Date: 27 2018 p g -August 81-Cert Electrical Compliance Form.xls SOUTyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. `scour% 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTORI- structural September 14 2018 ENGINEERS D18(9r=c'� � t Sunrun Inc. 133 Technology Dr,Suite 100 SEP 17 2018 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels UMD171TC,DEPT- Job Number: 18-06963 'li' �3'�`° '"'` r�11rl I, LD Client: Ekta Bushell-211111-060BUSH Address: 1060 Willow Terrace LN,Orient, NY 11957 Permit Number:42914 Install Date:8/29/18 -- --- System Specifications: Total System Size:725OW DC,760OW AC; Panel Specs:(25)REC Solar: REC209TP2 BLK Inverter Specs:(1)Solaredge Technologies:SE7600H-US Racking System: SnapNRack RL;SnapNrack Series 100 U Attn.:To Whom It May Concern On the above referenced project, I reviewed the PV installation that was specified in the plan.The purpose of the review was to verify the installation to be in conformance with the specifications and that any modifications were acceptable. After review, I certify that the PV panels were installed in conformance with the plans and specifications for this project,and the installation complies with the provisions of the 2015 IRC with 2017 NYSUCS including Town of Islip, Local Code: LIUSPI,ASCE 7-10,and NDS-12 . If you have any questions on the above,do not hesitate to call. Sincerely, Paul Zacher,S.E. �4�OF NEGy K. Zq y0 r � 4; W 11 C7 P090136b AROFESSIONP� 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H 'FOUNDATION (2ND) Z O ' a � ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. STATE ENERGY CODE m FINAL ADDITIONAL COMMENTS s of -C( "letCub Z rn �u TT v v� •V 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 � Surve y SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit . Examined 20-9 Single&Separate Storm-Water Assessment Form Contact: Approved ,2011f G Mail to: �5 �SG/ . c h-W Disapproved a/c Q t7yils Phone: P, L1' AD 1 Expiration 20 Ll Bu nspector ICATION FOR BUILDING PERMIT JUL 2 5 2018 Date o 5 ,20 .1 INSTRUCTIONS WILDING DEQ. A ' a. ctt� ipletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18,months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Signature app icani or name,if a corporation) 41 5 0520 k. a,, IAJ. Poue _,AQ 1(7876' (Mailing address of app,i ant State whether applicant is owner, lessee, gen , architect, engineer, general contractor,electrician,plumber or builder J;MqaXQJW)J SO4C6 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.' Electricians License No. 33 B 7 Cd Other Trade's License No. 1. Location of land on whichproposed work will be done: 1 O b 0 1Ab 110 -Tecmc e- Ly-N le—, House Number Street 'Hamlet County Tax Map No. 1000 Sectionya �W Block WOO Lot 3 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 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration RepairRemoval Demolition Other Work 4. Estimated Cost s `� (1, (GrD ' Fee (Description) (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 n s �sc.; ` x ° ,,� Dimensions of same structure with alterations or additions: Front (f-7 eRj ar Depth Height Number�ot Sfo"ries 8. Dimensions of entire new construction: Front Rear D,-ep�h Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner a 11. Zone or use district in which premises are situated / 12. Does proposed construction violate a=ss , ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO fill be removed from premises?YES NO ✓ 14.Names of Owner of premises C 1OI(Address - L Phone No.Q� - 5- 13 7G Name of Architect 7 of Address Pr CA Phone No b Name of Contractor �� t ddress4lS Dse� ugA s ne No. f d Y r 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES I/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT§MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. -17. If elevation at any point on property is at 10 feet or below,must provide topographical data o survey. � 18. Are there any covenants and restrictions with respect to this property. * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) TY OF � COT0fV1 D e( rvni`�e being duly sworn,deposes and says that(s)he,is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, nt,)orporate 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. Sworn before me this day of 20 of�Aawyo Nota P . o y0a'i'v:321,,4 8' Si ( Apr�.�0, B� j Scott A. Mussell �01°SUFFQ4-�s STORMIWA\TIER SUPERVISOR M[A NA\(Gr]EM ]EINN IP SOUTHOLDTOWN HALL-P_0.Box 1179 a 53095 Main Road-SOUTHOLD,NEWYORK 11971 yI0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT APPLY) ❑( A. Clearing, grubbing, grading or stripping of land which affects more a ,..,,/ than 5,000 square feet of ground surface. 13U B. Excavation or filling involving more than 200 cubic yards of material ❑11( within any parcel or any contiguous area. c. Site preparation on slopes which exceed 10 feet vertical rise to ❑d100 feet of horizontal distance. _ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. - ❑ E. Site preparation within the one-hundred-year floodplain as depicted, on FIRM Map of any watercourse. : ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square _= feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, ibnatun,r-ontact lnfor-mation,-Date-&-CounWTax-Map-Number-!---Chapter-236-does-not.apply_toyouur-project if you answered YES to one or more of the above,please submit Two copies of a Stormvrater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,��n Professio_nal, oent_ontractor.Othed S.C.T.M. *: 11000 Daly ark NAME _ o_ 1 oz� �aa)o 'lLC6 �,mo ---- Section Block Lot 3 Cmwn Inror non: � �( nQ ►OR BUILDING DEPAPTNIENT USE ONLY � i 1 i� l�1 - - .7dgMK,•:u.np.: _ _ — Reviewed By: Property Address/Location of Construction Work: — Date:— — — _ _ _ JD (v� � ( ,n �� Approved ror processing Budding Permit. Y 9[J`- Stormwater Management Control Plan Not Required. - - - - - - - - - - - - - --- - - - - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review), FORM SMCP-TOS MAY 2014 pF'Sol/ ` Town Hall Annexj; Telepbone(631)765-1802 54375 Main god c�' 631)76 5 P.o.Box 1176 a rocer.richert(utao"wn sou�ioQd ny us Soudiold,NY 11971-0959 - O� caUlYl`I'��� BUIMING DEPARTMENT f TOWN OF SOUTHOLD APP ICAT1ON FOR ELECTRICAL INSPECTION REQUESTED BY: .'' _- ------ — -_ - - - Date: 1 - Company Name: V r Name:= - _} License No.. 331577'9J - - Address: 0Ave, - av A Phone_ No.:-. - f JOBSITE INFORMATION: (*Indicates'required information) *Name: �i_ �l *Address: - _ *Cross Street: t - 5T -y - *Phone No.: -_ - - - Permit No.: Tax-Map District: - _' 1000 Section:_ Block:- - 00-_ - Lot: -- - D��GCac� *BRIEF DESCRIPTIO F W RKPlease Print Clearly) ( r�` - a 5 LQ 9 - -_- (Please Circle All That Apply) *Is job ready for inspection: YES'/ NO Rough in Final *Do.you need a Temp Certificate: YES! NO Temp Information(If.needed) *Service Size: 1•Phase 3Phase 100' 150 200 300 350 400 Other *New Service: Re-connect ' Underground Number of Meters Change of Service Overhead lig.1' Additional Information: PAYMENT DUE WITH.APPLICATION Al 82°Request for Inspection Form ., 'o. , - �- y_•,' i3,t'.i; ';'roti t£nj:�y'i" -�`(� , t, � Yo Workers' CERTIFICATE OF srA� Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.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 Ficro Lane,Suite 200 Number of insured San Luis Obispo,CA 93401-7904 50-864264 Work Location of Insured(Only required ifcoverageisspecifically limited 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 ofthe 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, 1 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 representative 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 <NEWRK Workers' CERTIFICATE OF INSURANCE COVERAGE A E Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Sunrun Installation Services Inc 845-268-2595 595 Market Street,29th Floor 1c.NYS Unemployment Insurance Employer Registration Number of San Francisco,CA 94105 Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number Hi Charlotte Ave 77-0471407 Hicksville,NY 11801 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Prudential Insurance Company of America Town of Southold 3b.Policy Number of Entity Listed in Box"1a" 375 Route 25 CG-52830-NY P.O.Box 1179 Southold,NY 11971 3c.Policy effective period 01/01/2018 to 12/31/2020 4.Policy covers: ® A.All of the employer's employees eligible under the New York Disability Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed January 26,2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 973-548-6389 Title Statutory Disability Coordinator IMPORTANT: If Box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 74b"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,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"4b"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 Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Norkers'Compensation Board Employee) Telephone Number Title Please Note. Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) CERTIFICATE OF LIABILITY INSURANCE FDATE(MdVDD,YYYQ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIC9/11/2017 ATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the Policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,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 i£Co. "AME Insurance Brokers of CA.Inc.License#0726293 PHONE ,).415-546-9300 FAX ,.415-536-8499 1255 Battery Street#450 EMAIL San Francisco CA 94111 ADDRESS- INSURER(S)AFFORDING COVERAGE MAIC 9 INSURERA:Zurich American Insurance Company 16535 INSURED SUNRINC-01 INSURER 13:Navigators Specialty Insurance Company 36056 Sunrun Inc. INSURER C: 595 Market Street,Floor 29 San Francisco,CA 94105 iNSURERD: 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. /NSR POLICY EFF POLICY EXP LTR TYPE OFINSURANCE INSD WVD POLICYNUMBER MMIDD MMIDD LIMITS B X COMMERCIAL GENERAL LIABILITY Y LA17CGL2303211C 10/1/2017 10/1/2018 EACH OCCURRENCE IS1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO PREM SES Roca rrDenee S300,000 X $50.000Retentian MED EXP(Any one person) S5,000 PERSONAL BADV INJURY $1,000,000 GEN1 AGGREGATE LIMITAPPUES PER: GENERAL AGGREGATE S2,000,00D X POLICY❑X JECT -1 LOC PRODUCTS-COMPIOP AGG S2,000,000 OTHFR Total Policy Limit S10,000,C00 A AUTOMOBILE LIABILITY Y BAP915542504 10/1/2017 10/1!2018 X ANYAUTO Eaaecident 52,000,000 BODILYINJURY(Perperson) S OWNEDASCHEDULEDAUTOS OS BODILYINJURY(Peracddent) 5 HIREDOWNPROPERTY DAMAGEAUTOS OS ONLY S Peraccient5 UMBRELCCUREACH OCCURRENCE S EXCESS LAIMS-MADE AGGREGATE 5 DED RETENTIONS A WORKERS COMPENSATION5 q AND EMPLOYERS LIABILITY WC013696003 10/1/2017 10!1/2018 jE-.L PER DTH. YIN WC013696103 101112017 10/1/2018STATUTE ER ANY PROPRIETORIPARTNERJEXECUTIVE OFFICERIMEMBER EXCLUDED? EIN/A ACHACCIDENT 51,000,000 (Mandatory in NH) Ms.d--beunder E.L.DISEASE-EAEMPLOYE 51,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 51,000,000 7 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-Corpora on--- —-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 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD SUFFOLK COUNTY DEPT OF LABOR, ; LICENSING&CONSUMER AFFAIRS MASTER ` ELECTRICIAN 1 S SAMYA MOUNAS This certifies that the bearer is duty SUNRUN INSTALLATION SERVICES INC licensed by the ' County of Suffolk "`—� 33878-ME 10/D1/2003 10/01/2019 emwt�.r:5111 Nlll..,�N;Q-0!�14;10 I—N. g it 'y" 41 Va M; M w. 15 t Suffolk County Department of Labor Licensing & ConsumerAffairs " Alum VETERANS MEMORIALORIAL HIGHWAYGHWAY HAUPPAUGE, NEW YORK 1788 DATE ISSUED: 10/1/2003 No. 338�8-ME SUFFOLK COUNTY Master Electrician License 15 ,11 Tit ,� «a 1 This is to certify that doing business as SAMY A MOUNAS SuNRUN INSTALLATION STA N SERVICES INC having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in ac- s Icordanceit w J ith and subject to the provisions of applicable laws,rules and regulations of I the County of Suffolk,State of New York. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Acting Commissioner 41 ,7-,09WWN AP R VED ASNO ED DATE: B.IP._ d f ELECTRICAL FEE: 5blk BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARVINTF AT 765-1802 SAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED .FOR POURED CONCRETE 2:ROUGH'=`FRAMING & PLUMBING 3. -INSULATION RETAIN STORM WATER RUNOFF 4. FINAL - CONSTRUCTION MUST PURSUANT TO CHAPTER 236 BE COMPLETE FOR C.O. OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 141449 TOWN ZBA--- SQITf fi/0tBi8NNIlaIG.fl�AR Q USIEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE _OF OCCUPANCY r-D Ze structural July 23,2018 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Subject:Structural Certification for Installation of Solar Panels Job Number:18-06963 Client:Ekta Bushell-211R-060BUSH Address:3060 Willow Terrace LN,Orient,NY 11957 System Specifications: Total System Size:725OW DC,760OW AC; Panel Specs:(25)REC Solar:REC209TP2 BLK Racking System: SnapNRack RL;Flashtrack Comp Inverter Specs:(1)Solaredge Tech nologies:SE7600H-US SnapNrack Series 100 UL;Flashed L Foot 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: • 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 1.The rafters are sloped at approximately 40 degree and have a maximum projected horizontal span of 14 ft 5 in between load bearing supports. • 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 2.The rafters are sloped at approximately 40 degree and have a maximum projected horizontal span of 14 ft 5 in between load bearing supports. • 1 Layer Composition Shingle over Roof Plywood is supported by 2x10 @ 16"o.c.SPF#2 at ARRAY 3.The rafters are sloped at approximately 40 degree and have a maximum projected horizontal span of 8 ft 8 in between load bearing supports. Design Criteria: • Applicable Codes=2015 IRC with 2017 NYSUCS irlttd' National Electric Code 2014(NEC 2014) • Ground Snow Load=20 psf;Roof Snow Load=10.4 psf ARRAY 1;10.4 psf ARRAY 2;10.4 psf ARRAY 3 • Roof Dead Load=7.8 psf ARRAY 1;7.8 psf ARRAY 2;7.8 psf ARRAY 3 • Basic Wind Speed=130 mph Exposure Category D As a result of the completed field observation and design checks: • ARRAY 1:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 2:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. • ARRAY 3:is adequate to support the loading imposed by the installation of solar panels and modules.Therefore,no structural upgrades are required. 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 NYSUCS including Town of Islip,Local Code:LIUSPI OF NEIN If you have any questions on the above,do not hesitate to call. K• ZAOti��� Sincerel , � xPO-91365� AROFEss�oNP PAUL CHER,SE 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965 W www.pzse.com Experience I Integrity I Empowerment structural July 23,2018 ENGINEERS Sunrun Inc. 133 Technology Dr,Suite 100 Irvine,CA,92618 Attn.:To Whom It May Concern re:Job 18-06963 : Ekta Bushell-21111-060BUSH The following calculations are for the structural engineering design of the photovoltaic panels located at 1060 Willow Terrace LN,Orient, NY 11957.After review,Paul Zacher certifies that the roof structure has sufficient structural capacity for the applied PV loads. If you have any questions on the above,do not hesitate to call. of NEl,V K• Zq y0 CO E: Sincerely, �; r O XP 7,32%;72 �91365� AROF-SS1 Paul Zacher,S.E. 07/23/2018 x' 1478 Stone Point Drive,Suite 190, Roseville, CA 95661 T 916.961.3960 F 916.961.3965' W,',.�Jww.pzse.com Experience t Integrity j ,EmobvVerment 'PZH Project: Ekta Bushell--Job#: 18-06963 Date: 7/23/2018 Engineer. PZSE Gravity Loading Roof Snow Load,Calculations- pg=Ground Snow Load= 20 psf --- - ----- ----- CeV Exposure Factor= 0.9 (ASCE7-Table?-2) ---- --------- _ =Thermal Factor= _ (ASCE7-Table 7-3) I=Importance Factor= 1 Pf=0.7 Ce Ct I Pg 14 psf (ASCE7-Eq 7-1) _l - -where p.:5 20 psf,Pf min=I x pg= - NSA where pB>-i0 psf,Pf min=20 x I= _ N/A Per ASCE 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 Ps = -_ ' - - -_ = Pr _ - - - - - - '(ASCE7-Eq 7-2) Cs=Slolie Factor= 0.750 ARRAY 1 Cs=Slope Factor= 0.750 ARRAY 2 Cs=Slope Factor-= 0.750 ARRAY 3 Ps=Sloped Roof snow load= 10.4 psf ARRAY 1 Ps =Sloped Roof Snow Load= 10.4 psf ,ARRAY 2 Ps=Sloped Roof Snow Load= 10.4 psf 'ARRAY 3 -PV."Dead Load,=3 psf(Per Sunrun Inc.) R09 Live Load; 13.93 y psf ARRAY 1 Roof,uve Load r 13 93 psf, ARRAY 2 ,-Roof Live°Load;- .._.... 19 ;,psf r ' ARRAY 3 Note:Roof live load is removed in area's covered by PV array. [ ROof<DeadLoad ARRAY 1 1 Layer Composition Shingle 2.00 1.50 _2x10 Rafters @ 24"o.c. - __� Vaulted Ceiling 0.00- (Ceiling Not Vaulted) Miscellaneous -0.23 Total Roof DL ARRAY 1 5.0 psf DL Adjusted to 40 Degree Slope 6.5 psf • ° Roof,Dead Load:ARRAY2: , 1 Layer Composition Shingle 2.00 Roof PI -- ---- ------ - - -_._-ywood ------- ------- -�_------ -150----- - 2x10 Rafters @ 24"o.c. _1.2_7 _ Vaul - �__ted Ceiling.__.. _ _ 0.00 !(Ceiling Not Vaulted) Miscellaneous _ 0.23 - Total Roof DL ARRAY 2 5.0 psf DL Adjusted to 40 Degree Slope 6.5 psf ,Roof Dead load ARRAY 3' 1 Layer Composition Shingle 200 - - - - Roof Plywood --1.50 - - - --- - - - - -- - - - - - - - - 2x10 Rafters @ 24"o.c. 1.27 _ Vaulted Ceiling q 0..00 (Ceiling Not Vaulted) Miscellaneous 0.23 Total Roof DL ARRAY 3 S.0 psf DL Adjusted to 40 Degree Slope 6.5 psf 2of7 Project: Ekta Bushell--Job#:18-06963 PZ8 Date: 7/23/2018 Engineer. PZSE Wind Calculations PerASCE 7-10 Components and Cladding.77 ; Input,Varlables Wind Speed 13.0_mph Exposure Category D -Y Roof Shape Gable Roof Slope .-,40degrees- Mean Roof Height 25 ft Building Least Width 30 ft _ Effective Wind Area 13.0 sf Roof Zone Edge Distance,a 3A ft Controlling C&C Wind Zone Zone 3 .,Design Wind-Pressure Calculations Wind Pressure P=gh•(G•Cp) 'qh,=0.00256•Kz•Kzt'KdVA2- Kz(Exposure Coefficient)= 1:12 _ (Table 30.3-1) Kzt(topographic factor)= 1_ .__._ (Fig.26.8-1)i �Kd'(Wind Directionality Factor)= 0.8S (Table 26.6-1) V(Design Wind Speed)' 130 mph (Fig_26.5-1A) --Risk Category= II (Table 1.5-1) ------- 0.6`gh= 24.71 I Standoff,Uplift C_a_Iculatfor_is,.:: i Zone 1 Zone 2 Zone 3 Positive !_ -1.19_ 0.90 Uplift Pressure= -24.55 psi -29.49 psf -29.49 psf 22.16 psf Attachment Dead Load= 3.00 psf_ ____3.qpsf� 3.00 psf Max Rail Span Length= 4.00 ft 4.00 ft 4.00 ft Longitudinal Length= 3.25 ft 3.25-ft 3.25 ft h FAttacment Tributary Area= 13.00 sf 13.00 sf 13.00 sf _-Attachmeni Uplift= -296 lb -360 lb -360 lb '- a `k>< Lag Screw Uplift Capacity:thecli < Fastener= 5/16 inch _ Number of Fasteners='i Minimum Threaded Embedment Depth= 2.5 inch Withdraw Capacity Per Inch= 2051b (NDS Eq 12_2-1) Allowable Withdraw Capacity= 820 Ib (NDS Eq 11.3-1) 820 Ib capacity>360 Ib demand Therefore„OK ' r wear�CagcSCheck Embedment Depth Reduction Factor 1 Snow Lateral Force=-_112 Ib Attachment Lateral Capacity= 288 Ib (NDS Table 12K) 287.5 Ib capacity>112 lb demand,Therefore,OK 3 of 7 P 7ii Project: Ekta Bushell--Job#: 18-06963 Date: 7/23/2018 Engineer. P.ZSE Framing Check ARRAY 1 PASS w=47plf Dead Load 6.5 psf PV Load 3.0 psf Live Load 13.9 psf 2z10`Rafters @:24 Member Span=14'-5" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 23.4 psf Member Properties Member Size S(in-3) I(in^4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= f b x Cd x Cf , x "Cr (NDS Table 4.3.1) 875 x 1.25 x 1.1 x 1.15 Allowed Bending Stress=1383.5 psi Maximum Moment = (wL^2)/8 = 1217.47 ft# = 14609.6 in# Actual Bending Stress=(Maximum Moment)/S =683 psi Allowed>Actual--49.41 Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.441 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*L^4)/(384*E*I) = 0.329 in = L/526 < L/120 Therefore OR Allowed Deflection(Live Load) = L/180 0.961 in Actual Deflection(Live Load) _ (5*w*L^4)/(384*E*I) 0.196 in L/883 < L/180 Therefore OK Check Shear Member Area= 13.9 in^2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 lb Max Shear(V)=w*L/2 = 3381b Allowed>Actual--18.1%Stressed -- Therefore,OK 4of7 3 ,.t Project: Ekta Bushell --Job#: 18-06963 PZH Date: 7/23/2018 Engineer: PZSE Framing Check ARRAY 2 PASS w=47 plf Dead Load 6.5 psf PV Load 3.0 psf Live Load 13.9 psf _ _ 2x10'Rafters@ "� O 24:o:c. Q Member Span 14'-5" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 23.4 psf Member Properties Member Size S(in A3) 1 (in A4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending Stress Fb(psi)= f b x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 x 1.1 x 1.15 Allowed Bending Stress=1383.5 psi Maximum Moment = (wLA2)/8 = 1217.47 ft# = 14609.6 in# Actual Bending Stress=(Maximum Moment)/S =683 psi Allowed>Actual-49.4%Stressed -- Therefore,OK Check Deflection Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 1.441 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (5*w*LA4)/(384*E*1) = 0.329 in = L/526 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.961 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.196 in L/883 < L/180 Therefore OK Check Shear Member Area= 13.9 in A2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 1873 Ib Max Shear(V)=w*L/2 = 338 Ib Allowed>Actual--18.1%Stressed -- Therefore,Olt 5of7 Project: Ekta Bushell--Job#: 18-06963 PZH Date: 7/23/2018 Engineer. PZSE Framing Check ARRAY 3 PASS w=47 plf Dead Load 6.5 psf PV Load 3.0 psf Live Load 13.9 psf _;} 2x10 Rafters o Member Span=8'-8" Governing Load Comb. DL+LL Note:Attachments shall be Staggered. Total Load 23.4 psf Member-Properties Member Size S(in A3) I(inA4) Lumber Sp/Gr Member Spacing 2x10 21.39 98.93 SPF#2 @ 24"o.c. Check Bending-Stress Fb(psi)= fb x Cd x Cf x Cr (NDS Table 4.3.1) 875 x 1.25 x 1.1 x 1.15 Allowed Bending Stress=1383.5 psi Maximum Moment = (wLA2)/8 =439.978 ft# = 5279.74 in# Actual Bending Stress=(Maximum Moment)/S =246.9 psi Allowed>Actual-17.9%Stressed -- Therefore,OK k Check.Deflection . Allowed Deflection(Total Load) = L/120 (E=1400000 psi Per NDS) = 0.866 in Deflection Criteria Based on = Simple Span Actual Deflection(Total Load) _ (S*w*LA4)/(384*E*I) = 0.043 in = L/2419 < L/120 Therefore OK Allowed Deflection(Live Load) = L/180 0.577 in Actual Deflection(Live Load) _ (5*w*LA4)/(384*E*I) 0.050 in L/2080 < L/180 Therefore OK Check Shear Member Area= 13.9 inA2 Fv(psi)= 135 psi (NDS Table 4A) Allowed Shear = Fv*A = 18731b Max Shear(V)=w*L/2 = 2031b Allowed>Actual--10.9° Stressed -- Therefore,OK 6of7 Project: Ekta Bushell--Job M 18-06963 ® Date: 7/23/2018 Engineer. PZSE Lateral Check:2015 IEBC Existing Weight of'Effected,Building Level Area Weight(psf) Weight(lb), Roof 1800 sf 6.5 psf 11700 1b, Ceiling _1800 sf 6.0 psf 10800 Ib Wood Siding_ 1500 sf 5.0 psf 7500 Ib (16.75'Wall Height Int.Walls 750 sf 6.0 psf 4500 Ib Existing Weight of Effected Building 34500 lb Proposedweigh- f-,PV'System Weight of PV System(Per Sunrun Inc.) 3.0 psf Approx.Area of Proposed PV System 444 sf i Approximate Total Weight of PV System 1332 Ib . _ ,,,�,• -.�a.-x:10%'Compa�ison�l- - - -� , 10%of Existing Building Weight(Allowed) 3450 Ib --- -- - - ----- -- --- --- -- - - - - --- -- - -- --- - Approximate Weight of PV System(Actual) 1332 Ib_ Percent Increase 3.9% 34501b>1332 Ib,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. - 7 of 7 �i! SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS • SYSTEM SIZE:726OW DC,760OW AC • ALL WORK SHALL COMPLY WITH NEC 2014,2017 NYSUC,MUNICIPAL CODE, SOLAR MODULES PAGE N DESCRIPTION • MODULES:(25)REC SOLAR REC29OTP2 BLK AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONSSE SERVICE ENTRANCE PV-1 0 COVER SHEET . INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2014 (1)SOLAREDGE TECHNOLOGIES SE760OH-US WITH . ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2014 PV-2 0 SITE PLAN REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-3 0 LAYOUT SNR RL • RACKING: GROUNDED IN THE INVERTER SYSTEM COMPLIES WITH 690 35 OPTION 1:SNAPNRACK RL;FLASHTRACK COMP SEE . MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 PV-3 OB LAYOUT SNR S100 DETAIL SD-00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 SP SUB-PANEL SNR B MOUNT [PVE-31A MOUNTING DETAIL OPTION 2:SNAPNRACK SERIES 100 UL;FLASHED L FOOT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703 SNR A MOUNT SEE PEN D03 . SNAPNRACK RACKING SYSTEMS,IN COMBINATION WITH TYPE I,OR TYPE II MOUNTING DETAIL MODULES,ARE CLASS A FIRE RATED LCPV LOAD CENTER CHIMNEY ELECTRICAL • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALLCONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 69012(1) Q ATTIC VENT SIGNAGE • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690 31(G) SM SUNRUN METER • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT � FLUSH ATTIC VENT • 9 71 AMPS MODULE SHORT CIRCUIT CURRENT • 15 17 AMPS DERATED SHORT CIRCUIT CURRENT[690 8(a)8 690 8(b)) PM DEDICATED PV METER • ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES 0 PVC PIPE VENT •• 2017 NEW YORK STATE UNIFORM CODE(2017 NYSUC) INVERTER(S)WITH •• 2015 INTERNATIONAL RESIDENTIAL CODE(2015 IRC) INV INTEGRATED DC ® METAL PIPE VENT •• 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT(2017 NYSUCS) INTEG ATED DC AFCI of NEl1rY •• TOWN OF ISLIP,LOCAL CODE CHAPTER 68-24 PERMITS,SECTION G ® T-VENT K Z4 O C LONG ISLAND UNIFIED PERMIT INITIATIVE(LIUSPI) ( ) AC AC DISCONNECT(S) C-1 E 7!' ytp •• NATIONAL ELECTRIC CODE 2014(NEC 2014) SATELLITE DISH BUILDING PLAN REVIEW NOTE TOWN OF ISLIP BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DC DC DISCONNECT(S) FIRE SETBACKS v 1 DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF I� p� 11 p 138b THE TOWN OF ISLIP AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE CB SSIO ROFENP� OF THE STATE OF NEW YORK THIS REVIEWDOES NOT GUARANTEE Q COMBINER BOX HARDSCAPE COMPLIANCE WITH THAT CODE THE SEAL AND SIGNATURE OF THE DESIGN For Structural Only BEST OF THE LICENSEE'S BELIEF AND INFORMATION,THE WORK IS IN THIS PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE IBEST EQUIPMENT —PL— PROPERTY LINE L J SHOWN AS DASHED DOCUMENT IS ACCURATE, SCALE NTS CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF AC ALT SUBMISSION, ERNATING CURRENT s u n r u n CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO AFCI ARC FAULT CIRCUIT INTERRUPTER VICINITY MAP THE SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, AZIM AZIMUTH - IS THE RESPONSIBILITY OF THE LICENSEE COMP COMPOSITION DC DIRECT CURRENT 1 THIS PROJECT MUST MEET AND ACHIEVE. (E) EXISTING 54139-ME A DESIGN CRITERIA FOR TOWN OF ISLIP IS IN CONFORMANCE WITH THE EXT EXTERIOR 15 WTM Ave wc1 WUR NY 11M RC301.1 OR ASCE7 AS PER THE REFERENCED STANDARDS WIND FRM FRAMING P-WEA09 sQw7 ^e,, SPEED DESIGN IS 130MPH. INT INTERIOR B THE ROOF STRUCTURE MUST BE STRONG ENOUGH TO SUPPORT THE LBW LOAD BEARING WALL CUSTOMER RESIDENCE ADDITIONAL WEIGHT OF THE SOLAR UNITS MAG MAGNETIC EKTA BUSHELL C THE MOUNTING BRACKETS AND HARDWARE MUST MEET OR EXCEED MSP MAIN SERVICE PANEL 1060 WILLOW TERRACE LN ,Y� NYS CODE REQUIREMENTS FOR THE DESIGN CRITERIA FOR THE TOWN (N) NEW ORIENT NY USA 11957 Trr ,i � OF ISLIP. NTS NOT TO SCALE TEL(B17)388-1378 D THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF MUST MEET OR OC ON CENTER APN — .0 r! EXCEED NYS RESIDENTIAL CODE REQUIREMENTS. PRE-FAB PRE-FABRICATED 2 THE ROOF MOUNTING BRACKETS ARE TO BE SECURED TO THE ROOF PSF POUNDS PER SQUARE FOOT PROJECT NUMBER RAFTERS. PV PHOTOVOLTAIC 211R-060BUSH 3.ALL WORK MUST COMPLY WITH 2017 NEW YORK STATE UNIFORM CODE TL TRANSFORMERLESS (NYSUC 2017) TYP TYPICAL DESIGNER (849)823-7438 V VOLTS DEREK CARTWRIGHT ANY PLUMBING VENTS THROUGH ROOF ARE NOT TO BE CUT OR COVERED OVER W WATTS SHEET DURING PANEL INSTALLATION ANY MODIFICATION OR RELOCATION OF VENTS REV NAME DATE COMMENTS WILL REQUIRE A PLUMBING PERMIT AND INSPECTIONS COVER SHEET REV A 1 7/23/2018 PAGE PV-1.0 SITE PLAN-SCALE=3164"=1'0" ARRAY TRUE MAO PV AREA PITCH AZIM AZIM (SOFT) ® _ AR-0140' 31' 43' 1258 AR-02 0. 211* 223' 2516 AR-03 40' 211' 223' 719 GROUND �"-44, ACCESS POINT P A` FIRE SETBACKS (3 TYP) ° ° OK Ze FIRE SETBACKS V 0, .P (18"TYP) ° o ��t r (N)ARRAY AR-03 ° GROUND vo13652 ACCESS POINTOfESSIDNP� (N)ARRAY AR-01 Q' rM� SE O sunrun LLCTNV R (N)ARRAY AR-02 54139-ME Q' (E)RESIDENCE iacwawmAve HICKWUENY11M _ \ awNe eoeaanmr FM8452 E= CUSTOMER RESIDENCE EKTA BUSHELL 1060 WILLOW TERRACE LN \ ORIENT USA 11957 <" TEL(917)36565-1378 APN 9— PROJECT NUMBER 211R-060BUSH DESIGNER (949)623-7436 DEREK CARTWRIGHT SHEET SITE PLAN REV A 1 712312016 PAGE PV-2.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG AR-01 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2 X 10 10'-0 16" 3 9' 4'-0" 1'4" MODULES: REC SOLAR REC290TP2 BLK AR-02 COMP SHINGLE FLASHTRACK COMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2X 10 10'-0" 16" 3 9' 4'-0" 1'-4" MODULE DIMS: -03 COMP SHINGLE FLA9HTRACK coMP SEE DETAIL SD-00708 3 STORY ATTIC WOOD RAFTER 2 X 10 6'-4" 16" 3 9' 4'-0" 65 94"x 39 25"x 1.49"(38mm) 1'-0PS: " MODULE CLAM D1-AR-01-SCALE:1/8"=1'-0" 4" AZIMPITCH31�° Portrait B CAM-3'- 11 —T—} Landscape 4 9"-9.8" ® 1,$„ I MAX DISTRIBUTED LOAD:3 PSF SNOW LOAD:20 PSF WIND SPEED: 130 MPH 3-SEC GUST LAO SCREWS: - 4'TYP - OF NE 9 11 W NOTES 6" 2 5"MIN EMBEDMENT y K ZgCy�0 INSTALLERS TO VERIFY RAFTER ?* SIZE,SPACING AND SLOPED r SPANS,AND NOTIFY E 0 R OF ANY DISCREPANCIES BEFORE PROCEEDING 7'-g" v��136� 2 PENETRATION SPACING: OFESSIONP� FULLY STAGGERED ROW SPACING: 1 00"BETWEEN ROWS D2-AR-02-SCALE:1/6"=1'-0" COLUMN SPACING: PITCH:401 0 75"BETWEEN COLUMNS AZIM:211° 22'-1" - 1'7" WEATHERING: SEVERE ® 1$° WIND EXPOSURE - 4'TYP - CATEGORY: B CLIMATE ZONE: 16'-7" 4A - sun run 16'-8" 16'-7" 54139-ME D3-AR-03-SCALE*3/16"=11-0" CUSTOMER RESIDENCE PITCH:40° -3'-2"- 11' 1_g}_ EKTA BUSHELL AZIM'211° I 1080 WILLOW TERRACE LN ® I ORIENT NY USA 11957 a. TEL(917)365-1376 -4'7YP- APN#— PROJECT NUMBER 211R-060BUSH DESIGNER (949)623-7438 6�7" DEREK CARTWRIGHT SHEET LAYOUT — REV A.1 7/23/2018 PAGE PV-3.0 ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX Moo DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPACING OVERHANG AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 101-01, 16" 39, 4'-0" V-4" MODULES: REC SOLAR REC290TP2 BLK AR-02 COMP SHINGLE FLASHED L FOOT SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 10'-0" 16" 3 9' 4'-0" 1'-4" MODULE DIMS- AR-03 COMP SHINGLE FLASHED L FOOT SEE PEN D03 3 STORY ATTIC WOOD RAFTER 2 X 10 6'-4" 16" 3 9' 4'-0" 1'4" MODULE CLAMPS: 9"(38mm) 01-AR-01-SCALE:1/8"=1'-0" Portrait 8 2" 18 4" PITCH:40° AZIM:31° �'-3'- —16'-7'- -t1'-5" Landscape 4 9"-9 B" I MAX DISTRIBUTED LOAD:3 PSF � 1111111111111101 SNOW LOAD:20 PSF =?4'TYPQ-- o— WIND SPEED: 130 MPH 3-SEC GUST -e- —O — °— LAO SCREWS: °— e— 5/16"x35"25"MIN EMBEDMENT pF NFW NOTE: K Z yp INSTALLERS TO VERIFY RAFTER C2 Apy� P� SIZE,SPACING AND SLOPED —a — • P ♦ SPANS,AND NOTIFY E O R OF cr ANY DISCREPANCIES BEFORE PROCEEDING. ro z OFESS ON PENETRATION SPACING: STAGGERED WEATHERING: D2-AR-02-SCALE:1/8"=1'•0" SEVERE PITCH:40° WIND EXPOSURE AZIM:211° -f - V-7" CATEGORY: CLIMATE ZONE: —0 _ o— s 4A e- —d - - sunrun 16'-7" _o___ 64139-ME 11' 1' 10 Ct�7 LC0 E10AVE MCKMU9 W 17801 W 8191881072 03-AR-03-SCALE:3/16"=1'-D" CUSTOMER RESIDENCE PITCH:40° —3'-2"— 11' 1'8"- EKTA BUSHELL AZIM:211° 1060 WILLOW TERRACE LN ® I ORIENT NY USA 11957 3�^ TEL(917)385-1376 APN 0— 4'TYP PROJECT NUMBER 211R-060BUSH $ $ DESIGNER (949)623-7438 8-7" DEREK CARTWRIGHT SHEET �— — o— — LAYOUT REV A 1 7/23/2018 PAGE PV-3.0 �'v= SNAPNRACK RL FLASHTRACK COMP MOUNTING Rev Date 6/18°UMBRELLA LAG SCREW MUST EMBED 2-1/2" A 6/19/2017 INTO THE ROOF STRUCTURAL MEMBER/RAFTER 5/16"UMBRELLA FLASHTRACK COMP - LAG SCREW 5116"STAINLESS STEEL UMBRELLA GASKET UMBRELLA LAG SCREW (SHADED GRAY) 2-1/2"MINIMUM ROOFING EMBEDMENT MATERIAL ROOF SHEATHING FLASH TRACK SHOULD BE ORIENTED - NO MORE THAN 3 DEGREES FROM ROOFING PARALLEL TO RAFTER FLASHTRACK COMP FLASHING SHOULD COMP MATERIAL EXTEND TO END OF FLASHING SHINGLE COURSE COMP FLASHING FLASHTRACK O r, (HATCHED) COMP - RAFTER COMP FLASHING SLIP DETAIL A ROOF FLASHING UNDER ROOFING O \ DECKING SHINGLE ABOVE MATERIAL 2-1/2"MIN EMBEDMENT INTO STRUCTURAL /(�v �` MEMBER -A sunrun 64139-ME 16 CHARWTTE AVE,HCMVM15 NV I leaf PHONE/ '06610.0487 FAX 842682M2 CUSTOMER RESIDENCE EKTA BUSHELL 1060 WILLOW TERRACE LN ORIENT NY USA 11957 _ - COMPLETED INSTALLATION TEL.(e17)365-1376 RAFTER(TYP.) ROOF SHEATHING, SECTION VIEW APN*— ,ROOF ATTACHMENTS UNDERLAYMENT,AND PROJECT NUMBER - SHALL ALWAYS BE ROOFING MATERIAL 2118-060BUSH EMBEDDED INTO ROOF OF NE(1. 'RAFTERS OR OTHER (TYP') K Zq�yo DESIGNER (949)623-7438 STRUCTURAL MEMBERS C_ yFP DEREK CARTWRIGHT r- SHEET MOUNTING DETAIL ONP\�c� REV A 1 7123/2018 PENETRATION DETAIL, FLASHTRACK COMP - RAILESS 1.5 FESS PAGE PV-3.1A 5/16"0-18 X 1/4"-S S FLANGE NOTES Rev Date BOLT • 5/16"0 S S.LAG SCREW MUST EMBED 5/16"0-18 X 1-1/4" G 11/28/2017 2-1/2"INTO ROOF STRUCTURAL S S.FLANGE BOLT STEP 3 PLACE L-FOOT ON SNAPNRACK COMPOSITION MEMBERS/RAFTERS SNAPNRACK TOP OF FLASHING AND L-FOOT CAN BE MOUNTED • TORQUE ALL 5/16"0 HARDWARE TO THE CHANNEL NUT TIGHTEN NUT STEP 2 SLIP FLASHING OVER FOLLOWING IN ANY ORIENTATION .. SILVER S.S.10-16 FT-LBS 5/16"0-18 S.S. L-FOOT BASE AND UNDER ROW OF SHINGLES ABOVE •• BLACK S.S.7-9 FT-BLS FLANGE NUT SNAPNRACK 5/16"0-18 S S. • RAILS CAN MOUNT TO EITHER SIDE OF CHANNEL NUT FLANGE NUT L-FOOT(UPSLOPE VS DOWNSLOPE) — SNAPNRACK STANDARD RAIL SNAPNRACK 92 DEG COMPOSITION L-FOOT ® SNAPNRACK COMPOSITION -SNAPNRACK FLASHING STANDARD-RAIL STEP 1 BOLT L-FOOT BASE TO 5/16"0 S.S.LAG SCREW ROOF WITH LAG BOLT SEAL 5/16"0 S.S.FLAT WASHER PENETRATION AND UNDER BASE WITH CHEMLINK M-1 SEALANT SNAPNRACK L FOOT BASE ROOF DECKING TYP sunrun 54139-ME m CWLOTTEAve HkCKSVUE NY IIMI Panus acs em 507 M 502552D22 COMPLETED INSTALLATION CUSTOMER RESIDENCE EKTA BUSHELL 1060 WILLOW TERRACE LN FLASHED L FOOT MOUNTING POINT FOR USE ON ORIENT NY USA 11957 COMPOSITION ROOF SURFACES WITH LOW TO OF Ne TEL(917)365-1376 MODERATE TILT. y K 2gCy�Op APN N— RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO • P► PROJECT NUMBER `- LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL 211R-0608USH — L.EVELING. " Po 136 �� DESIGNER EK CARTWRIGHT9)623-7438 - . . _ _ �OFEssIoNP SHEET -. MOUNTING DETAIL REV A 1 7/23/2018 S100 PEN-D03: FLASHED L-FOOT TO RAFTER PAGE PV-3.113 120/240 VAC SINGLE PHASE SERVICE O METER It M PSEGLI96962317 UTILITY ACCOUNT#9682003552 GRID SUPPLY SIDE TAP 4 EXISTING 150A (N)70A PV SOLAREDGE TECHNOLOGIES MAIN BREAKER LOAD CENTER (N)LOCKABLE SE760OH-US WITH REVENUE 1 NO LOADS TO BLADE TYPE GRADE METERING BE INSTALLED* AC DISCONNECT 7600 WATT INVERTER JUNCTIONBOX —� EXISTING 40A BREAKER 3 3 2 OR EQUNALENT 1 PV MODULES 1BOA _ REC SOLAR REC29OTP2 BLK r� MAIN o� `r ._ .� + // (25)MODULES FACILITY — ¢/ OPTIMIZERS WIRED IN PANEL --- LO (1)SERIES OF(11)OPTIMIZERS AND • ADS F.aurV GRo (1)SERIES OF(14)OPTIMIZERS SQD QO24L7OFCP, SQUARE D LOAD RATED OC DISCONNECT 70AMP,120!240,1PH DU222RB WTH AFCI,RAPID SHUTDOWN 2SP,4CR,NEMA-1 3R,BOA,2P COMPLIANT SOLAREDGE POWER OPTIMIZER 1201240VAC P320 CONDUIT SCHEDULE NOTES TO INSTALLER: # CONDUIT CONDUCTOR NEUTRALGROUND 1 14 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE 2 CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN 1 NONE (4)10 AWG PV WIRE NONE (1)10 AWG BARE COPPER BREAKER IN MAIN PANEL ENCLOSURE CONDUCTORS ARE FIELD INSTALLED 2 1"PVC OR EQUIV (4)10 AWG THHN/THWN-2 NONE (1)10 AWG THHN/THWN-2 3 1"PVC OR EQUIV (2)8 AWG THHN/THWN-2 (1)10 AWG THHN/THWN-2 (1)8 AWG THHN/fHWN-2 s u n ru n 4 1"PVC OR EQUIV. (2)6 AWG THHN/THWN-2 (1)6 AWG THHN/THWN-2 (1)8 AWG THHN/THWN-2 54139-ME 15 Cw .ITS AVe.MKMLE W 11m1 w NE em_-w eaa7 FM 84725&=23 OF NE(y CUSTOMER RESIDENCE y EKTA BUSHELL NOTE,MUST COMPLY WITH NEC 2014 vK Z4Cy 4p 1060 WILLOW TERRACE LN ORIENT NY USA 11957 P320 OPTIMIZER CHARACTERISTICS: TEL(917)365-1376 MODULE CHARACTERISTICS MIN INPUT VOLTAGE 8 VDC APN O_ REC SOLAR REC29OTP2 BLK 290 W MAX INPUT VOLTAGE 48 VDC °0 �P2 PROJECT NUMBER <'� OPEN CIRCUIT VOLTAGE 38 8 V MAX INPUT ISC 11 ADC 9138' MAX POWER VOLTAGE 32 1 V MAX OUTPUT CURRENT 15 ADC ARpFESSIONP� 211R-0BOBUSH SHORT CIRCUIT CURRENT 9 71 A DESIGNER (949)623-7438 _ SYSTEM CHARACTERISTICS-INVERTER 1 For Structural Only DEREK CARTWRIGHT SYSTEM SIZE 7250 W SHEET SYSTEM OPEN CIRCUIT VOLTAGE 14 V SYSTEM OPERATING VOLTAGE 400 V ELECTRICAL MAX ALLOWABLE DC VOLTAGE 480 V SYSTEM OPERATING CURRENT 18 12 A REV A 1 7/23/2018 SYSTEM SHORT CIRCUIT CURRENT 30A PAGE PV-4.() INVERTERI _ NOTES AND SPECIFICATIONS Q! WARNING �QU •SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2014 ARTICLE '¢��` •• 1B 12 110 21(B),UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690,OR ELECTRICAL SHOCK HAZARD ELECTRICAL SHOCK HAZARDI-ImamillmiuTEQUIPPED WITH IF REQUESTED BY THE LOCAL AHJ •• •• • a00 .SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE DO NOT TOUCH TERMINALS. IF GROUND FAULT IS INDICATED MAXIMUM SYSTEM VOLTAGE: aeoi RAPID SHUTDOWN WORDS,COLORS AND SYMBOLS TERMINALS ON LINE AND LOAD ALL NORMALLY GROUNDEDMAXIMUM •LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING �• 30 .� METHOD AND SHALL NOT BE HAND WRITTEN SIDES MAY BE ENERGIZED IN CONDUCTORS MAY BE LABEL LOCATION •LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT THE OPEN POSITION UNGROUNDED AND ENERGIZED LABEL LOCATION UTILITY SERVICE ENTRANCEIMETER,INVERTERIDC INVOLVED INVERTER(S),DC DISCONNECT(S) DISCONNECT IF REQUIRED BY LOCAL AHJ,OR •SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535 4-2011,PRODUCT SAFETY LABEL LOCATION LABEL LOCATION PER CODE(S)CEC 2016 690 53,NEC 2017 890 53,NEC OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ SIGNS AND LABELS,UNLESS OTHERWISE SPECIFIED ' INVERTERS,AC DISCONNECT(S),AC INVERTER(S),ENPHASE ENVOY 2014 690 53,NEC 2011 690 53 PER CODE(S)CEC 2016 690 12,NEC 2014 69012, () •DO NOT COVER EXISTING MANUFACTURER LABELS . COMBINER PANEL OF APPLICABLE) ENCLOSURE OF APPLICABLE) NEC 690 58,IFC 2012 605 11 1 PER CODE(S).CEC 2016 89017(E),NEC PER CODE(S)CEC 2016 89D 5(C),NEC 2014 690.17(E),NEC 2011:690 17(4) 2014 690 5(C),NEC 2011 690 5(C) ELECTRICAL SHOCK HAZARD DUAL POWER SUPPLY THE DC CONDUCTORS OF THIS SOURCES.UTILITY GRID PHOTOVOLTAIC SYSTEM ARE A UNGROUNDED AND MAY BE AND PV SOLAR ELECTRIC ENERGIZED SYSTEM LABELLOCATION' LABELLOCAT10N INVERTER(S),DC DISCONNECTS UTILITY SERVICE METER AND MAIN PER CODE(S)-CEC 2016 690 35(F),NEC SERVICE PANEL 2014 690.35(F),NEC 2011:88035(F) PER CODE(S)CEC 2016 70512(D)(3), NEC 2014 705 12(D)(3),NEC 2011 705 12(0)(4) QWARININ,G WQ A60.11 INVERTER OUTPUT CONNECTION PHOTOVOLTAIC SYSTEM DO NOT RELOCATE THIS COMBINER PANEL OVERCURRIENT DEVICE DO NOT ADD LOADS LABEL LOCATION LABEL LOCATIONs u n r u n ADJACENT TO PV BREAKER QF PHOTOVOLTAIC AC COMBINER OF APPLICABLE). APPLICABLE). BUILDING SUPPLIED BY UTILITY PER CODE(S)CEC 2018. PER CODE(S)CEC 2018 705 12(D)(2)(3)(b),NEC 2014 70512(D)(2)(3)(c),NEC 2014 70512(D)(2)(3)(b),NEC 2011 70512(D)(7) 70512(D)(2)(3)(c),NEC 2011 70512(D)(4) GRID AND PHOTOVOLTAIC SYSTEM 54139-ME ` • ■ ® , 15CH LOTMAVE HCKSOI NYIISM WONE■ ■ . ■ ® FM8492B92022aB1 LABEL LOCATION CUSTOMER RESIDENCE INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, OF NEP k.Y EKTA BUSHELL `rAT AN E EACH TURN, ABOVE AND BELOW OX CONTAINING DC CIRCUITS PENETRATIONS, y K Z4 C, 0,,p ® 1060 WILLOW TERRACE LN ORIENT NY USA 11957 PER CODE(S),CEC 2018.890 M(G)(3),890 31(0)(4),NEC ; ? • 2014 690.31(G)(3),690.31(G)(4),NEC 2011 690 31(E)(3), Em= K ® TEL(917)385-1378 690 31(E)(4),IFC 2012:605.11 1 4 APN t— vp�136�?P2 PROJECT NUMBER PHOTOVOLTAIC • • DISCONNECT ORESSIONP� 2118-060BUSH •• ®. _ nNGACVOLTAGE: 240 VAC DESIGNER (949)623-7438 LABEL LOCATION' DISCONNECT PV EM DEREK CARTWRIGHT AC DISCONNECT(S),PHOTOVOLTAIC SYSTEM POINT OF SHEET SIGNAGE INTERCONNECTION. PER CODE(S):CEC 2018.690 54,NEC 2014 690 54,NEC LABEL LOCATION 2011 680.54 POINT OF ON (ER CODE NEC69056(B),IN_EC70610,22537.2302(E)) REV A 1 7/23/2018 PAGE PV-5.0 REE F 6l A SERIES J PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE REC TwinPeak 2 Series solar,panels feature an innovative design with high panel efficiency and power output,enabling customers to get the most out of the space used for the Combined v\ftth industry-leading product quality and the reliability of a strong and established European brand,REC TwinPeak 2 panels are ideal for residential and commercial rooftops worldwide. I t7 :C _"kEE7"FR� r"'0 R E,P ot' 'ER' IMPROV ED PERFORMANCE 100% REDUCEShALANCEOF OUTP UTPERIA 114 SHADED CONDITIONS P IDFREE ___7675L2�5[6594±011______ FF a26I1 11 910[35 81 E ICIENCY, - _�82 5 is 051 ❑ M11900[351 a+ YEAR PRODUCT WARRANTY 7, YEAR Ui\11EARPOWER OUTPUT-' E.R WARRANTY. El FREE U IMPORT 64Y 11±0.2 L041±0.81 EMPE R 205±05 T J ATURE KATtNGS, [0 78±O 08] R 0- 1_12101471 — Temperbibrecoeffiete'ritofP' ,0.39,%/*C miip� 45[151 Temperatur"ecoefficlentai'Va, -0.31%/-C Measureinwtstninnilinj 38[1.51 'r"'2�'P�—- 1 4 Temperature ',0.0 5,%/C �oefficlehtofls, 4 dEME �CDATA Nominal Power-P.Pp(WP) 275 280 285 290 295 Celltype: *"120 KtL HL multicrystalllne Watt Class Sorting-(W) 0/+5 0/-5 0/'S 0/+S 0/+5 Nominal PowerVo(tage-Vmpp(V) 315 317 319 321 323 Gtziss:, 'j. ssWith Nominal Power Current-1,,P(A) anti-reflectivesurfacetreatr�ent 874 884 895 9.05 914 t-, Open C'ircuit Voltage-Voc(V) 382 Hig4l' Op Backsh6e vresistantpolyes 384 386 388 390 polyolefin ccinsfili'won Short Circuit Current-l,c(A) 930 939 949 958 965 Frame: t>Aiibdlzedaluminum Panel Efficiency(%) C '(Avalfabfeir 165 168 171 17.4 177 Values at standard'testconditions STC(airmass AM 15,irradiance 1000 W/rn",cell temperature 25*C) juncilbri box' '1_P'6'7rated,3-partwith3 by�ass diodes At low trrachance of 200 w/M2(AM I S and cell temp eratu re 25'C)at least 94%of the STC module efficiency will be achieved *Where xxx indicates the nominalpower class(P.)at STC indicated above and can be followed bythe suffix BLK forblack framed modules Conneciorsi' a. SO-tibil MC4 PVlKBT4/PV-KST4 12AWGOinm 1 2) Nominal Power-P.4pp(Wp) 206 210 214 218 223 1 Dperatfonattemperature:,_ -z,468�""Z -Vmpp(V) 292 294 296 298 300 Nominal Power Voltage A VFH6��8�'Q' maximum system Volta9LI- 1000V 14 Nominal Power Current-1,,,,(A) 7.07 715 7.24 732 743 Design Loads; 7,52 WSJ Open Circuit Voltage-Voc(V) 35.4 356 358 360 362 (T)33,4lbsjft2f1600Pa) Short Circuit Current ; -Is,(A) 752 Re fiirto ins taliatic'n�manual 759 768 775 785 Nominal operating cell temperature NOCT(800 W/m�AM I S.windspeed'I m/s,ambient temperature 20°C i MaXseries fuse rating: 20A *Where xxx indicatesthe nominal power class(P.)at STC indicated above,and can be followed by the suffix BLK for black framed modules "?, I - 11 I �Max reverse current- -il 20A year prod uct warra nt )y mension I rim FbI .G-L:. I D 25 year linear power output warranty ArO�' (max degression in performance of 0 7%p a from 97% i4 17.98f'M1',67m UL 1703,Fire classification Type Z IEC 61215,IEC 6173D a fte r th a first year) TEC 61701(Salt M ist-severity level 6),IEC 62804(Pl D Free), We h C 62716(Ammonia Resistance),ISO 11925-2(Ignitability Class 1), Se e warranty conditions far further details kj) UNI 8457/9174(Class A)IS090012015,ISO]4001,OHSAS18001 z NO -ro telsoacification's subjeciA6 changewltho'ut notice.," Founded in Norway in 1996,REC is a leading vertically integrated solar energy company. Through integrated manufacturing from silicon to wafers,cells,high-quality panels and extending to solar solutions,REC provides the world with a reliable source of clean energy. � �,� REC y. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Eikern company with headquarters in Norway and operational headquarters in Singapore.REC employs more than 2,000 people worldwide, producing]4G of solar panels annually wv"v.recgroup.com �, h`•• �ie�h •' 'den-lY r Z � � k s �' � � ,fir• ,�' J �x rcr F `ars '�"• r �� �,�^. ra:w � ;� �' ��,� ',;' w.��a ai,��eyw �a4 �, � r{. t��' ti'•i��cy�g�� .�R ik M J L ��-,�.�•a._�.���.,���. ,.� j..; ,� _ �".• .mow. � .� d1' Y 41. t e' s 'x 0:0 + �.Nm` -� �^ •. *y �.� sc.aa tier' * +� 4 '1 " .sr� �Y e w -s t — 1 • — • r solar=eeSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE500OA-US/SE600OA-USI SE760OA-US/SE10000A-US/SE1140OA-US SE300Ud#US 1,SE38DOA-US a SESODOA-US ! SE6DODA US SE7600A US SEIDDODA US.j 5E11400A US j OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V w- 50000 240V 114DD VA ..........., �°)...... Max.AC Power Output 3300 4150 1 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA 5450 @240V.>-...., 10950,(�240V• AC Output Voltage Min.-Nom.-Ma) 183-208-229 Vac ✓ ............................... ........... ... . ................. ........✓....... AC Output Voltage Min:Nom:Max.`'% ✓ ✓ I ✓ ✓ 211-240-264 Vac ✓ ✓ ..................................... ............... ... ..... ...................59 3.. ....... ............... ................. requency Min:Nom:Max i" -60-60.5 Max.Continuous Output Current 12.5 ! 16 24 @ 208V 25 32 48 @ 208V f ti?""" t..............:.:21, 240V......-•.,........ ...............�...42 Q 240V.,1......47.5,,.,,. A GFDI Threshold 1 le"........... Thshol............................... .. es.... Utility Monitoring,(.landing Protection,Country Configurable Thresholds Yes INPUT Maximum DC Potiyer(STC} 4050 5100 6750 8100 10250 13500 15350 W .•...................... ............ . .,........,...,...,.,....,..,.-....,-.Yes ,,. rails ormer-less,Ungrounded Max:Input Voltage Vdc sao........................ Nom DC Input Voltage 325 @ 208V/350 @ 240V ................ ............... T. Vdc ... ........ Max.Input Current{'i 9.5 13 1 16 5 @ 208V I 33 @ 208V 240V 18 23 34 i Adc .................... ... .............. .................. .....,.�. ..305.@.240V.�, fvtax.Input Short Circuit Current ' ..... Reverse-Polarity Protection ..... .. .. Yes .... roup -Fau........... Detection 1.600ke Sensitivit Maximum Inverter Efficiency 97.7 „98.2 I 98.3 98.3 98 ..98.... gg """uo""".. CEC Weighted Efficiency 97.5 98 97 @ 208V 9 97 @ 208V ' 7 5 97.5 975 ., / : .-. .. 98 240V„ 97 5 @,240V, o Nighttime Power Consumption <2.5 ..... ADDITIONAL FEATURES — __---- Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANS.C12.. Optional'} Rapid Shutdown—NEC 2014 690.12 Yes ...................... ................. ........... STANDARD COMPLIANCE .....Y.................................. ..... ..... ........UL1741,UL1699B,UL1998,CSA 22:2 ........... ............. Grid Connection Standards IEEE1547 Emissions FCC partly class 8 INSTALLATION SPECIFICATIONS out ut con uit size AWG ran e / 3/4"minimum/8-3 AWG Cin input conduit size ings ... ...................... minimum 16,6 AWG. DCinputconduitsize/it.fstnngs/" """""""""""--•�•-••• •••••••••• AWG range............. 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-3 strings/ .... ................................... ... ........... • 4,6 AWG,,, Dimensions with Safety Switch3 5 x 12.5 x 10 5/ in/ ,,, - 30.5 x 12.5 x 7.2/775 x 315 x 184 _ .......... ...... ..... ................ ..........�88x 315 x260,....... mm Weight with Safety Switch 51.2/23.2 S4.7/24.7 4/40.1 Ib/kg I Natural •�•••"��" ' convection Cooling Natural Convection and internal Fens(user replaceable) fan(user .......................................... ............... ..... replaceable) 50..... Noise .... <25 <50 .... .... . ...... ..... .......... dBA Min.-Max.Operating Temperature " ' ••••••• Range -13 to+140/-25 to+60(-40 to+60 version avallablet=°)} Protection Rahn...•....• NEMA 3R ra For other regional settings please contact SoiarEdge support 121 A higFer current source may be used,the inverter will limit its•nput current to tFe values stated ("Revenue grade inverter P/,J 5FaxxA-US000N%R2(for 7600W inverter SE7600A-US002NN132). rn-40 vernio-iP/N 5ExxxxA-U5000NNU4(for 760OW inverter SF_7600A-0S002NNU4) - •c{k - `lt. � �e. �.�;ytia.� ''� +d-'°:;'g, 4 'C'�, �e vV •,�'Y'„"4�t�.-F`':'.��.^`•S °t.o y a°<`^J` "ri. ',,Y .';;• rE .l . Sna' Pi Solar Mounting Solutions Series 100 Residential Roof Mount System The SnapNrack Series 100 Roof Mount System is engineered to optimize material use, labor resources and aesthetic appeal. This innovative system simplifies the process of installing solar modules, shortens installation times, and lowers installation costs; maximizing productivity and profits. The Series 100 Roof Mount System boasts unique, pre-assembled, stainless steel "Snap- In" hardware and watertight flash attachments. This system is installed with a single too[. No cutting or drilling means less rail waste. It is fully integrated with built-in wire management, solutions for all roof types, one-size-fits-all features, and can withstand extreme environmental conditions. Series 100 is listed to UL Standard 2703 for Grounding/Bonding, Fire Classification and Mechanical Loading. UL 2703 Certification and Compliance ensures that Snap rack installers can continue to provide the bes"16, in class installations in quality, safety and efficiency (D Appealing design with built-in aesthetics * No grounding lugs required for modules * All bonding hardware is fully integrated * Rail splices bond rails together, no rail jumpers required "Ile No drilling of rail or reaching for other tools TA; required �7 0 Class A Fire Rating for Type 1 and 2 modules System Features Include F, Snap in Single Tool Easy No Cutting Hardware Installation Leveling or Drilling 14P Integrated Wire Preassembled Integrated bonding UL 2703 Certified Management hardware Resources snalonrack.corn/resources t, Design snapnrack.com/configurator •1 Where to Buy snapnrack.com/where-to-buy Snap"', rack- Solar Mounting Solutions Stainless Bolt withStainless Steel Bonding Splice Standard Rad Split-Lock Washer Bolt with Split-Lock Washer Insert 015-09816 '� Bonding Adjustable End Clamp Top Bonding Splice Mid Clamp Base ` Bonding ,� Bonding Adjustable Bonding Channel Nut End Clamp Bottom �Channel Nut Stainless 9S,.,nW1.ssaarware with Bolt with Bonding Adjustable Split-Lock Washers 'P'it Lock Bonding Mid Clamp Bonding Standard Washer End Clamp 242-02053 Rail Splice Ground Lug 242-()4015242-02101 12-6 AWG Copper Wire Ground Lug Assembly (ONE REQUIRED PER ROW OF .. MODULES) Universal End Clamp(UEC) ' D Wave � UEC Pull Strap UEC Wedge Stainless Steel Bolt with Flat Washer Universal End Clamp 241-02211Standoff Clamp Assembly Rubber Serrated StainlessChannel Channel Nut Rain Collar Steel Flange Nut Nut Stainless Serrated Stainless • Flange Nut Mill Finish Steel Flange Bolt 92 Degree Stainless Standoff L Foot Flange Wn Bolt All Purpose L Foot Mill Finish StandoffBase(1-Hole t Metal Roof Base Shown) MiII Flashing Base Assembly L Foot Base Metal Roof Base Standoff J L Foot Base with Flashing with L Foot 242-92057 242-92050 242-02037 CEO= • 6000 Series aluminum Materials • Stainless steel . Galvanized steel and-aluminum flashing • Silver and black anodized aluminum Material Finish • Mill finish on select products - • Silver or black coated hardware Note-Appearance of mill finish products may vary and change over time. Wind Loads 110-190mph(ASCE 7-10)' Snow Loads 0-120 psf Array Pitch, 0 60 degrees 877-732-28630 tltllfti v.• napinrack.com is contact@sliapnraolr,.com e,2016 by SnapNrack Solar MOUnting SolUtlons All rights reserved sn�aYrackSereLi00�ochur�zi