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%13 Town of Southold 10/18/2016 " P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38598 Date: 10/18/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1100 Ruch Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 52.-2-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/1/2016 pursuant to which Building Permit No. 40773 dated 6/13/2016 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 on existing one family dwelling as applied for. The certificate is issued to Pitman,John&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40773 7/5/2016 PLUMBERS CERTIFICATION DATED Authorized Signature Mire TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 105 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#: 40773 Date: 6/13/2016 .Permission is hereby granted to: Pitman, William &John 1100 Ruch Ln Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1100 Ruch Ln, Greenport SCTM # 473889 Sec/Block/Lot# 52.-2-34 Pursuant to application dated 6/1/2016 and approved by the Building Inspector. To expire on 12/13/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Bui g Inspect 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: i. 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 I%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 `p Date. _j /p_ Z/�P ---- -- -New Construction: Old or Pre-existing Building: (check one) Location of Property: . Iwo I louse No. Street Hamlet Owner or Owners of Property: __- Jc)b a__ P/ N[Oi-Q___—__ -• •-_- _ - Suffolk County Tax Map No 1000.Section.— - -__ --__-•-_ __ Block _ -- _-_- -___--_- Lot _ -- ---� _- Subdivision - —_----- __-- _---- Filed Map. -- -- -- Lot: Permit No. - Date of Permit. _ Applicant:Al6Lf �! I lealth Dept. Approval- _-_•___ _ . Underwriters Approval: ___- -- Y___• -_. ,-_ Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: ---_•_-_- (check one) Nee Submitted: $ Applicant Sian lure f so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(,@-town.southold.ny.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pitman Address: 1100 Ruch Lane City: Greenport St: New York Zip: 11944 Building Permit#: 40773 Section- 52 Block: 2 Lot 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 5133-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 FixturesTime Clocks Disconnect Switches El Twist Lock Exit Fixtures TVSS Other Equipment: 6.63 Roof Mounted Photovoltaic System to Include 26 - TSM 255 Panels, 1-PVI 5000 Inverter,30A A/C Disconnect. Notes: Inspector Signature: Date: July 5, 2016 z Electrical 81 Compliance Form As f rsf 3 0 cou TOWN OF SOUTHOLD,BUILDING, DEPT. 765-1802 INSPECTION I FOUNDATION -1 ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - 7 INSPECTOR�Zgz:: Version#63.5 �' `'-Solar t PIL ��4 y Project/Job# 1191170 RE: Installation Approval Letter D [ECM0V[2 Project: Pitman Residence DD 1100 Ruch La Southold,NY 11971 OCT 17 2016 Date of Review 10/10/2016 Permit# 6/22/ BUILDING DEPT. Date of Install 6/22/2016 TOWN OF SOMHOLD AHJ Southold Town SC Office Long Island To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of NY State. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. OF NEIN K. Z14 P0 Paul Zacher,P.E. Professional Engineer ,— T:916.961.3960 x101 4' w email: paul@pzse.com ll 91.165 A�OFESSIONP�' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL A5500 AP 1d-8737 AZ 40C 243771/ROC 22454W CA CSLB 869:01 CO ECW41 CT HIC Oo327761LLC 01_5505 DC 410514000080,'ECC902=£5 DE:JP120ZW Ti-0032 FL 9013006226 HI CT-29770 IL 15-0052 MA h1C 168572/ EI 1.36HR RtOWC1213wG1118r}rIC3Cc101 U Nt-10,WC/12523t,+rJJ NJWCu13»1Cr,1606DJ/3a EBU1%52'07 NMEE98-379590 tNM120121'35,72/C2-0078648x82-0079719 CIIEL4*707 ORCD13049E1C562 Pn MCPA077343 RJ ACC047q/R•SZ0315 TCTECL27C05 UT6724950-5501 VAELE2705153278 17TEH-05929 VlASOLARC•91'70V2OLARC905W,,JL rw439 G--A-406 X951,,H240971Vr70 Putnp•n PC6041 R4cHmdH-11964-40.00-00 Sufto'I 620W-H° -I,helt�WC-t5CF38-1113 NYCH2WT3Re-0CASCQr1C N VC Ll-,—dF drlrVan#12613 rr00d42L 1&48Wt• St MhFI UNM 6ro9Uyn 11Y71201 02013966-DCA AlltoiN,wo idedtry•aolsrClty Fln n< Company LLC CAF—ce L9nd—Lions,6 4796io$erC•t/F1n.nc9CAm7r.rry UC If 11--f b7 th9Dd••w:.r9SW.G.'4 Coltun40-1 NJ-"'p t4J£—,in 00.111.-dl n—bi ,OW422 MD C9f1F —L-11,-42241 NV Nn;tll:mnnt loan Lic:•r1v_4L1ti1311L71024 MLI.—dL—dcva20153105L1 ;TL-dtr Ll--4755 FIELD)VSPECI7QN==Oh'r AAT © FQUNDA.tON(IST) . FOUNDATION (2N15) ROUGH FRAN.CtNCF & PLUMB 'G -- INSULATION PES.N.Y. , y STATE ENE,RoY CQDE FINAL .clbo� rTl • V ✓j `bWN OE SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT _-4 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 Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: 7JC-.�S1 c,:C,;�_2 Approved 20 Mail to: 5066-CAA? 1p Disapproved a/c "ta3QJA_Ci ki" Phone: (031 - to a� "q Expiration ,20 uild E:A INV v V in nspector D PLICATION FOR BUILDING PERMIT R 2016 Date , 20 1 INSTRUCTIONS DING D l� be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,'the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building'Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The appli 1 cable laws,ordinances,building code,housing code,and regulations,and to admit auth z building for necessary inspections. S r�l ignature of applicant or nam if a corporation) E�D�TG 1l�P'1'. �3 kcrkrP/(,ri 1/, a TOWN OF SOUMOLD (Mailin ddress of ap licant) r State whether applicant is owner, lessee, agent, architgct, engineer, general contractor, electrician,plumber or-builder Name of owner of premises (A3'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. 5 a0 s,+ Vi Plumbers License No. -, Electricians License No. S 133 PA F_- Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 5� Block Lot 3� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premi s and intended use and occupancy of proposed construction: a. Existing use and occupancyG b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alter tion Repair Removal Demolition Other Work ct T Tr�, Ca(— /'L''r __,—. :- (Description) 4. Estimated Cost /; 1!, 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories 9. Size of lot: Front Rear Depth 40.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 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises4� ?1-V'(AQ0Address 1100 2vC� \- U( Phone No.UT- q �G -5 Co k(3 Name of Architect Address Phone No Name of Contractor S,\&( C L1� Addressc(;)3 AaW Phone No.63) U as'- q O(-o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) k f�� l 1 C 4. Ov" being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above n ed, (S)He is the asgnk Com (' ontractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi It co ° Signature of Applic COt 1pn Bxpiru August 3 2019 a.� Scott A. Russell IMAN.A.GlEMENT souTHoTD TQVM HALL-F.a_BOX 1179 Town D�r�C�7���20�� _5309.9 M2171 Road-SOUTROID NEW YORK 32973 4 CH"TFR 236 - STQ"QQA.TR.MNAGEAM T-WO SHE T (TO BE cOMPLETED BY THE APPLICANT) DOES MS PROJECT INV2L_VE ANY OF ...TM F—O—M—O—WINO 0=Aid.VAT APPLY? { Yw RID ' A. Nearing, grubbing, grading or stripping of land which affects more I than 5,000 square feet of ground surface. B. Excavation or filling involving More than 200 cubic yards-of material within any parcel or any contiguous area.. C. Site preparation on slopes which exceed 10 feel vertical rise to . 100 feet of horizontal distance. r-:3-D. Site preparation. within 100 feet of wetlands, beach, bluff of coastal erasion hazard area. l . Site preparation within the.one-hundred�ear floodplain as depicted on IRM Map of any watercourse. faced impervious surfaces of 1,OOa square �. Installation of new-or resur . feet or more, unless prior approval of a Stormwater Management l Control Flan was received by the 'Town and the proposal includes in--kind replacernent of impervious surfaces_ if you answered N0 to an of the question above,SIM Complete the Applicant Section below with your Name, signature,Contact Informailon,hate &County Tai a sp Ntruabcxt Chapter 238 docs not apply to Your projcet. If you answered yjFS to one or more of the abovo,please submit Two copies of a Stmmwater UnGgement Control Plan and a completed Check ust Form to the Btu7divg lkpartrAent-wlt�attr lading Permit Applieatlgn. -- — ------ --- - S.0 T1► 1400 nam Af'P 11 7 O,roperty Ow=Design ProfwWons4 Agca;Contsac M OtIA D',strue NAINEli SJ� vU IlJ__ f' wianr Section Block €.vt /_ 6 e_0 FOR BUILDIING DEPARTS IEN`i"WE ONLY Contact infofmuionz to 3 l 9S__9 ltevieNuerl By_ — - - - - - - - - - - - - - - - •� — Date: Property Address/Location of Construction Work- — — — — — -- — — — — — — — "- — — �� D 2a&& ,� !� Approved for ana processing Building ol Permit. twct L -t�' 2/ r — Stocmwatcr Management Cvr►troi Plan Not R�uired_ 119 7 ( Stormwater Management Control Plan is Required. ® (f=orward to Engineering Department for Review-) FORM SMCP-TOS MAY?014 ii 9tilQtiF7. ai : I i 'i7l-Qn-in • _ o��aF SOpryo{ � o Town Hall Annex 41 41 Telephone(631)765-1802 54375 Main Road N ,c ,ax(631)765M5�2, P.O.Box 1179 G rooer.richert(i iown.souutb C.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: -13- I (A Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: _6 �/ _�/VLCL *Address: 116o k_ nu_ vuA JW 119-7-( *Cross Street: *Phone No.: 3 - - 5'(o/0 Permit No.: Tax-Map District: 1000 Section: {j a- • Block: a. Lot: *BRIEF DESC IPTION OF WORK(Please Print Clearly) (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 Additional Information: PAYMENT DUE WITH APPLICATION c W1,43 82-Request for inspection Form , 4106 .0 ® DATE(MM/DD/YYYY) t A�hI CERTIFICATE OF LIABILITY INSURANCE 08/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NAMEACT MARSH RISK& INSURANCE SERVICES PHONE FAX 345 CALIFORNIA STREET,SUITE 1300M1,110- A/C No: CALIFORNIA LICENSE NO.0437153 ADDRESS: SAN FRANCISCO,CA 94104 Attn:Shannon Scott 415-743-8334 INSURERS AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:American Zurich Insurance Company 40142 SolarCity Corporation 3055 Clearview Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D: INSURER E: INSURER F! COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/Dpi MMIDD� LIMITS LTR A X COMMERCIAL GENERAL LIABILITY GLOO18201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 DAMAGE TO RENTED CLAIMS-MADE a OCCUR PREMISES Ea occurrence $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY 0 PRCT O �LOC PRODUCTS.COMP/OP AGG $ 6,000,000 JE OTHER' SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/0112015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNEDX SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X STA UTE =RH AND EMPLOYERS'LIABILITY 09/01/2015 09/01/2016 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE YNI❑N N/A WC018201500(MA) E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatary In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 IfyS describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Evidence of insurance CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmole/o _:=- 1,7Q=.- 0 1988-2014 7Q=.—©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) ib.Business Telephone Number of Insured (650)963-5100 Solaraty Corporation 3055 Clearview Way Ic.NYS Unemployment Insurance Employer San Mateo,CA 94402 Registration Number of Insured 49-892777 WorkLocation of Insured(Only required'coverageisspedjically 1d.Federal Employer Identification Number of Insured limited to certain locations in New York State, ie., a Wrap-Up or Social Security Number Policy) 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich insurance Company 3b.Policy Number of entity listed in bog"la" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 911115 to 911/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if aR portners(officers included) []all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box 9" intoes the business referenced above in box"la" for workers' compensation under the New York State Workers'Compensation Law.Crouse this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail) Otherwise,this Certificate is validfor oneyearafter thisform is approved by the insurance carrier or its licensed agent,or until thepolicy expiration date listed in box"3c';whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Lola Kamimum (Print name of sutho' d represen 've or licensed agent of insurance carrier) j ! Approved by Pr r-Al is— i ) (nate) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier: (415)538-7109 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. r STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier Ia.Legal Name and Address of Insured(Use street address lb.Business Telephone Number of Insured only) 650-963-5100 1 c.NYS Unemployment Insurance Employer Registration SolarCity Corporation Number of Insured 3055 Clearview Way San Mateo,California 94402 Id.Federal Employer Identification Number of Insured or Social Security Number 02-0781046 2.Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) CIGNA LIFE INSURANCE COMPANY OF NEW YORK Town of Southold 3b.Policy Number of entity listed in box"la": 54375 Main Road NYD075344 Southold,NY 11971 3c.Policy effective period: 06/01/2016 to 06/01/2017 4 Policy covers ®a.All of the employer's employees eligible under the New York Disability Benefits Law ❑b. Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has NYS Disability Benefits insurance coverage as described above Date Signed: May 26,2016 By. (Signature of insurance carner"s authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number: 1.866-761-4236 Title Underwritinq Director IMPORTANT: If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for 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,New York 12305 PART 2.To be completed by 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 Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) >a . 10 D JUN 1 May 27, 2016 gU,DINGDEPL TOWN OF SOUTHOLD Town of Southold Building Department 54375 Main Road Southold, NY 11971 RE: 1100 Ruch Lane, Southold, NY 11971 1 am resubmitting this permit application for solar. The homeowner has taken care of his expired permit. Address is: 1100 Ruch Lane, Southold, NY 11971 Homeowner: John Pitman I am the applicant Jessica Touhey with SolarCity Corp. My phone is 631-625-9806 or email jtouhey(a)-solarcity.com. Please advise if you have any questions. Best Regards, Jessica Touhey Permit Coordinator jtouhey@solarcity.com 923C Motor Pkwy.,Hauppauge,NY 11788 T (888)SOL-CITY solarcity.com AL 05500,AR M-0937.AZ ROC 24377VROC 245450,CA CSLB 088104,CO EC8041,CT HIC 0632770/ELC 0125305.DC 4105140000BO/ECC902585,DE2011120386/TI-6032.FL EC13006226,HI CT-29770.11.15-0052,MA HIC 168572/ EL-1136MR.MD HIC 12 8 9 4 8/118 0 5.NC 30801-U,NH 0347C/12523M,NJ NJHIC#13VH06160600/34EB01732700.NM EE90-379590 NV NV20121135172/C2-0078648/B2-0079719,OH EL 47707.OR CB100498/C562,PA HICPA077343,RI AC004714/Reg3B313,7XTECL27006,UT6726950-5501.VAELE2705153278.NEM-05829.WASOLARC•919OVSOLARC•905P7,AIbany439.GreeneA-486.Nassau H2409710000 Putnam PC6041.Rockland H-11864-40-00-00,Suffolk 52057-H.Westdiester WO-26088-H73,N Y C#2001384-0CA SCENYC•N YC Licensed Bectrlcian.#12610,#004485,155 Water St,6th FI,Unit 10,Brooldyn,NY 11201#2013966-DCA All loans provided by SolarClty Finance Company.LLC CA Finance Lenders License 6054796 SolarCity Finance Company.LLC Is licensed b/the Delaware State Bank Commissioner to engage In business In Delaware under license number 019422.MD Consumer Loan Llcense 2241,NV Installment Loan License ILT1023/IL7T024,Rhode Island Licensed Lender#20153103LL,TX Registered Creditor 1400050963-202404.VT Lender License#6766 rjv so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road CA _hc Fax(631)765-9502 P.O.Box 111179 g G southolJl ' U,7�d1e ®��c® �DY U9411 e9 BUILDING DEPARTMENT Solar City TOWN OF SOUTHOLD Jessica Touhey 923C Motor Parkway Hauppauge NY 11788 RE: Pitman, 1100 Ruch Lane, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Note: Certification required by an engineer stating the panels were installed per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40773 — Solar Panels ®®o@oSolarCity D [EC[EO'V D 0C 17 2016 BUILDING DEPT. October 13, 2016 TOWN OFSOUTHOLD Town of Southold Building Dept. Town Hall Annex PO Box 1179 Southold, NY 11791 Dear Inspector, I am submitting the post installation letter for: 1100 Ruch Ln Permit #40773 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, CQincT GFapene Gina Capone 631-835-7394 gcapone@solarcity.com 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ ROG 243771,R0C M45^-R0 C27498 C4 LIC 4688104 00 G08n41 CT HIC 0r,�277PVEL3 912530` DC 471101,e='ECC202:;c5 H!C--297M MAKC 168572 ND V,,'dG 123^48, PW1JJHiCP:3':HOo160G00�3,E301-3%75J CRCB180498'C5G21PB1102"4HICP+\077.9x3 7/TECL270U.\7A�OLAFC'Q 14;1,SGU1�C'90 P7 G.^0�3 ScIarCay.nJl n�:+ts r.+yEr ed Version#55.3-TBD SOIarCit PIL y April 13,2016 RE: CERTIFICATION LETTER Project/Job# 1191170 D [EC[EU'V[2 Project Address: Pitman Residence D 1100 Ruch La Southold, NY 11971 JUN 13 2016 AH] Southold Town SC Office Long Island Design Criteria: BUDDING DEPT'. TOWN OF 3UUMOLD -Applicable Codes= 2010 Residential Code of NY State,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 120 mph, Exposure Category D -Ground Snow Load = 20 psf - MP1A-Lower: Roof DL= 10.5 psf, Roof LL/SL= 17 psf(Non-PV Areas), Roof LL/SL= 8.6 psf(PV Areas) - MP1A-Upper: Roof DL= 9.5 psf, Roof LL/SL= 17 psf(Non-PV Areas), Roof LL/SL= 8.6 psf(PV Areas) - MP1B: Roof DL= 10.5 psf, Roof LL/SL= 17 psf(Non-PV Areas),Roof LL/SL= 8.6 psf(PV Areas) Note: Per IBC 1613.1; Seismic check Is not required because Ss =0.19994 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address Indicated above was performed by a site survey team from SolarClty. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading Indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. OF NEW K. ZACtiy0 Paul Zacher,P.E. CO FP Professional Engineer T:916.961.3960 x101 0 ii _ w email: paul@pzse.com Z 9136b, A�OFESSIONP� 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL 05500,AR Ft-0937.AZ ROC 243771/1tOC 245450 CA CSLa 0138104,CO LC0041 C'1 NiC 06327101ELC 012530.RC 470514000Ofl0/ECC•102605,OC 2011120506/P-6Q32 rL EC16006226.Ni CT-29770.IL 75v,C*52 14A l I1C S6$572/ EL11136MR MO NIC 120940/11005 NC 30001-U Nt!OS6TC/72523M,FW N3F�ICk73VHO6160fA0/34E609732700,tTP4 EE98-379590,NV NV20121115172/C2-1A17$64BI82-OOMT19 0H EL 47707.OR C69N98/C562 PA MCAAA77343 M AC004714/ReE 3$S1S 7X TECL27006,UT 07269&0.5501 VA ILE2705153278 V7 EM-05629 VJASOLARC-9190VSOLAW9VP7 Albany 449 Oman.A-406 Nassay H2409710000 Putnam PC6041,RoU'land N-11864-40-00-00 Suffolk 5205T-H Vlost<hoplav WC-26000-N73.N,YC#2�1S02 OCASCENYC•NYC Llcansad El-trkian#12610#004485155Wsts*SL69in,UnRIO 0roollyn NY1120L92OP966.00AAlibanrprovidedby SolarCityFlnanca Company LLC CA Finonea London L c"-6054796 SPIorCity Fin-co Cnmpamy,LLC la ticm-¢d ty I-Oalawaro 5 tats 0ani,Commissioner to o.E'a9ln busineov In 0.1,w4 under Ikonse n—Wr 019422 MDC---,L—L1--2241 NV Inota9monttoan LicamaIL11023/IL11024,RI lleonsod tends#20U'3103LL,TX Re•Jalmretl LY9ditor 1400050965-202404 WL-dmt]—op6766 y Vernon#55.3-TBD �®I�f Cit PIL , © y a HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A-Lower 48" 20" 39" NA Staggered 83.3% MP1A-Upper 48" 20" 39" NA Staggered 83.3% MPiB 48" 20" 39" NA Staggered 83.3% I I Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPSA-Lower 32" 12" 65" NA Staggered 92.3% MP1A-Upper 32" 12" 65" NA Staggered 92.3% MP1B 32" 12" 65" NA Staggered 92.3% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A-Lower Stick Frame @ 16 In.O.C. 30° Member Impact Check OK MPSA-Upper Stick Frame @ 16 in.O.C. 300 Member Impact Check OK MP1B Stick Frame @ 16 in.O.C. 300 Member Impact Check OK Refer to the submitted drawings for details of Information collected during a site survey. All member analysis and/or evaluation Is based on framing Information gathered on site.The existing gravity and lateral load carrying members were evaluated In accordance with the IBC and the IEBC. I I 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638=1029 solarcity.com AL OSS W AR 14-8931,AZ ROC 24377VROO 245450,CA CSLB 888104 COEC8041,CT H1C C632716/ELC 012`505,DC 410514V00080/ECC902505,T7E 20111203D4/77.6032,rL EC13O04226 HI CT-29770,IL 15-0062,MA HIC 168572/ EL-116018,MD IIIC 12894 B/1'a05 NC 30801-0 NH 0347C/12523M,NJ NJHICN13VIi06160600/34EB01732700,NM CE90-579590,IN t4V20121135772/C2-W78648/B2-W7971,OH EL 47707 OR 0898049=562,PA HICPA077343,RI AC0047N/Rrg303II TXTECL2700i UT8726950-5501 VAELE2705153270.VTEM-05029,WASOLARC'91901/SOLARC'905P/,Nbdny439 GrM.neF-466,tt®atu H2409710000,Putnam PC6041 Rockland H-11864-40-00.00 Wfolk 52051-H VJestdlaslaLVO260BB-H73 4YC#2001384-OCAECEtIYC:IIY,a Llcomed EtecUltion 412610,0004405155Water5L6th FI Unit))Brooklyn.W1120102013966-0G4 All bans FroMod b7 SolarCltyrinanco Company,LLC CA Finonce lenders License 6064796 SolarCity Finynea Comporry LLC Is licensed by the Ddawara 5 tete Bank Commissioner to englgo In bsslnoss In Dalai ora under Iicomo number 019422.MD Consumer loon llconse 2241 IN tnslatlmentLoen Llcema1L11023/ILI1024 MLicensedtander420163103LL,TXRegJetored Oredlfor140W50963-202404,VTL.r3d Li x."06766 1, t STRUCTURE AN''ALYSIS ``LOADING`SUMMARY AND,MEMBER CHECK- MP1ALOWER a, Member Properties Summary,. ' MP1A-LOWER = Horizontal Member Spans.' 'Rafter Properties Overhang 1.16 ft Actual W 1.50" Roof System Properties ' . S an'1 '9..54 ft, Actual U, 7.25 Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof: "`Span,3 A 10.88 in.^2 Re-Roof No San 4 SX 13.14 in.^3 PI ood Sheathing Yes Span 5 ix 47.63 in:^4 ;. Board Sheathing None Total Rake Span, 12.36 ft TL Deffn Limit 120 Vaulted Ceiling No'. PV1 Start1:00..ft wood-Species SPF ". Ceiling Finish 1/2"Gypsum Board PV 1 End 11.50 ft Wood Grade #2 Rafter Slope 30°' PV 2 Start Fb 875 psi Rafter Spacing 1.6"O.C. PV 2 End FV 135 psi Top Lat Bracing' z Full' pV,3:Start . E 1400000 psi ' Bot Lat Bracing At Supports PV 3 End E,„i„ 510000 psi ' `Mdmber`Loading Summa Rdof.Pitch - 7/12 Initial PitchAdjust Non-PV Areas PV Areas. Roof Dead Load DL 10.5 psf x 1.15 12.1 psf 12.1 psf PV Dead,Load PV-DL 3.0 'sf x .1.15 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow.Load LL/SL1,2 20A.psf'- ,. x 0:6j.,.1 x 0.43f' ' 12,6 psf, 8.6 ps To,alload(Governing LC),' TL. _ 24.7 psf -24:2` sf Notes: 1. ps=Cs*pf, Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)pg; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) M. ` GoverningLoad Comb,° CD :CL + CL - CF . Cr . 'D°.+S . ' 4'15 ,1.00 0.55..< 1:2'` Member'Analysis Results.Suminary ;Governin Analysis', I Pre-PV Demand I Post-PV Demand _ Net Im act =Result' Gravity Loading Check 397 psi 333 psi 0.84 Pass 01, CALCULATION OF�DESIGN-WINO LOADS=MPIA=LOWER Mounting Plane Information Roofing Material Comp Roof PV'System Type _ _ -S_olarC_ity SleekMountIm Spanning Vents No _ Standoff Attachment Hardware Comp fNount Type C . Roof Slope 300 Rafter Spacing 1 O.C. Framing Type Direction Y-Y Rafters Purlin Spacing - X-X Purlins Only NA ; -- Tile Reveal Tile Roofs Only NA Tile Attachment System _ Standin Searn[Trao Svacinq SM Seam Onlv I NA I Wind Design Criteria Wind Design Code ASCE 7-05 _ Wind DesigpMethod_ _ _ _ _Partially/F,ully.Enclosed Method' Basic Wind Speed V _ 120 mph Fig. 6-1 Exposure Category - - Dr _ - Section 6.5.6.3 Roof Style Gable Roof Fig.6 11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure K= 1.13 Table 6-3 Topographic Factor - Kn� -- _ _ 1.00 - 'Section 6.5.7 _Wind Directionality Factor Kd 0.85 Table 6-4 3m O--Factor I '1:0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 35.3 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext:`Pressure Coefficient Down GC Down 0:88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure Up MUP) -33.5 psf Wind Pressure Down 30.9 psf rA LOWABLE STANDOFF SPACINGS I i X-Direction Y-Direction Max Allowable Standoff Spacing Landscape _ 48" 39" Standoff Configuration _ Landscape Staggered Max Standoff Tributary Area - Trib 13 sf 4 _w PV Assembly Dead Load W-PV3.0 psf Net Wind Uplift at Standoff _ T-actual ___ 416115s Uplift Capacity of Standoff F T-allow 500 lbs Standoff Demand/Capacity DCR,. 83.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait - 32" 65" Max Allowable Cantilever , Portrait ` 12" NA Standoff Configuration Portrait Staggered Max StandoffTributary Area, ' Trib _ " 414 Sf. _ _ PV Assembly Dead Load W-PV 3.0 psf _ Net Wind Uplift'at Standoff T-actual -462 lbs Uplift Capacity of Standoff T-allow - 500 lbs r _ Standoff 06mand/Capkity DCR 92.3% I li STRUCTURE ANALYSIS -tiLOADING SUMMARYAND_MEMBER CHECK-MIA-UPPER, Member-Properties-Summary MP1A-UPPER Horizontal Member Spans" Rafter Properties" Overhang Actual W 1.50" Roof System Properties_ San 1 3.93 ff,, Actual-D, 3.50" Number of Spans w/o Overhang) 1 Span 2 Nominal Yes Roofing,Material -Comp Roof San 3 A 5.25-in.^2• y Re-Roof No Span 4 S. 3.06 in A3 Plywood Sheathing Yes Span-5- Ix, 5:36 in."4, Board Sheathing None Total Rake Span 4.54 ft TL DefPn Limit 120 Vaulted Ceiling No' PV 1 Start ° 0.0.1-ft: Woods ecies SPF, Ceilina Finish 1/2"Gypsum Board PV 1 End 3.50 ft Wood Grade #2 Rafter Slope, 300'•. PV2:start . 17 °875psi.,,,' Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Too Lat'Bracing .. Full - PV 3 Start, E 1400000: si . Bot Lat Bracing At Supports PV 3 End Emi„ 510000 psi . 'Memberldading Summary Roof Pitch 7/12 Initial° Pitch Adjust "Non-PV Areas ,PV Areas- Roof Dead Load DL 9.5 psf x 1.15 11.0 psf 11.0 psf PV Dead Load PV-DL 3.0 psf x 1:15.., 3.5 pst Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow.Load. LL/SL'Z 20.0 psf, . •x 0.63 �,x 0.43 12:6 psf 8:6"psf Total Load= Governin` 'LC ;ATL 4..` 23.6' sf I 2340d" Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce 0.9,Ct=1.1,I5=1.0 Member Design Summary`(per NDS) ' ' Governing Load Comb •CD"` CL + CL" - ' -,CF, Cr "D+'S"' 1.1'5.:" 1.00 0:97 Member.Analysis°Results Summary Governing Analysis _Pre-PV Demand` Post-PV'Deinand,. -Net Impact- °-Result Gravity Loading Check 282 psi 241 psi 0.85 Pass CALCULATION OF`DESIGN^.WIND;:LOADS'MPIA=UPPER=_ ,;L_, Mounting Plane Information Roofing Material _ _ _ _ Comp Roof rSolaRity SleekMountT"'rt Spanning Vents_ __ No Standoff Attachment_Hardware Roof Slope _ _300 Rafter§p Framing Type/-Direc"tion" Y-Y Rafters Purlin Spacing... vv� _._._X-X Pudi_insPoly° Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only,, NA. Standen seam/Trap spacin4 I SM Seam Only I NA Wind-Design Criteria Wind Design CodeASCE 7-05 Wind Design Method-_ y y Basic Wind Speed -_ V 120 mph Fig.6_1 _Section&5.6.3' Roof StyleGable Roof Fig.6-11B/C/D-14A/Bdtion Mean°Roof Hei ht _ - - -tiATTm - T�25 ft 'Se6.2: Wind'Pressure Calculation Coefficients.: Wind Pressure Exposure KZ 1.13_ Table 6-3 Topographic Factor -_ ._,.v_ _ _. K t_�.._ - __T M_._ 1.U0' _ _ _ 6Section 6.574 Wind Directionality Factor _ Kd 0.85 � Table 6-4 Im ortance Factor, I �1.0` Tabie 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 35.3 psf Mind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down G Down 0.88, - Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U -33.5,psf , Wind P`ressure.D"wri, 30.9 psf,' ALLOWABLE.STANDOFF.SPACINGS ' X-Direction_`s; Y-Direction. Max Allowable Standoff Spacing _ Landscape 48" 39" Max_AllowableGantilever__..__�,�._.___•.�._..LandscaPe_u.___:_,_�w:._.__.<�....___.._..20'�.v.�:.rw_....:.._�___,.:_,_._�:_._f._�_:.._...�.NA.�,_.._.._,._ Standoff Configuration Landscape Staggered Max Standoff°Tributary Area �� Trib, � �•._ _ 13sf. PV Assembly Dead Load W-PV _ 3.0 psf _ Net Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca^ac' . DCR XOrectio_W Y-Direction Max Allowable Standoff Spacing . Portrait 32" 65" M60IIQwable antilev _.. ." 2e Standoff Configuration Portrait Staggered Max.5tandoff TributaryTrib ��_ __ sr_ _____ PV Assembly Dead Load _ W_-PV 3.0 psf Net_Wind Uplift at Standoff.,_,;_� __ T-actual�_.;: ____�,,•„�-_,__„�� -462.Ibs_�y`a_�a____..�.._�. _� u...__..�.".__.:_. Uplift Capacity of Standoff T-allow 500 ItismmT _ Standoff Demand Ca ace ' DCR : �92:3oJa I STRUCTURE ANALYSIS;--,_ LOADING SUMMARY ANDAEMBER CHECK'=„MP1B. Member Properties Summary M.PIW Horizontal Member Spans Rafter,Properties -, Overhang 1.16 ft Actual W 1.50” 'Roof System Properties San 1. .. 6.61 ft Actual D ' 7:25 Number of Spans w/o Overhang) 1 Span 2 Nominal Yes WoofingMaterial Com Roof San 3' X 10.88 in.^2- Re-Roof No Span 4 S. 13.14 in.^3 PI ood'Sh6athb . Yes` S"an 5 11 47.63 in.^4" Board Sheathing None Total Rake Span 8.97 ft TL DefPn Limit 120 Vaulted Ceiling No, PV 1 Start J.50 ft Wood Species SPF Ceilin Finish 1/2"GypsumBoard PV 1 End 7.00 ft Wood Grade #2 Rafter Slope 30° PV 2 Start`. , Fb 875.psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing, . Full PV 3 Start E 1400000 si Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 7/12 .Initial Pitch Adjust, Non-!PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.15 12.1 sf 12.1 psf PV'Dead Load PV-DL.. : 3.0 psf x 1.15 ' 3.5.psf v- Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load', LL/SOI2- 20.0-psf, x 0:63 1,x 0:43 12.6 psf. 8:6 psf Total Load, Governin LC -',.TL',- 24.7 psf '24:2 sf` Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Q(Ij pg; Ce=0.91 Ct=1.11 I5=1.0 Member Design Summa (per NDS) Governing Load Comb CD CL M CL" - CF' Cr D:+rS`; 1.15 A.M, 0:73` '1.2. 1:15_. Member,Analysis Results Summary.. Governing Analysis,' Pre-PV Demand Post-PV.Demand Net Impact Result Gravity Loading Check 187 psi 154 psi 0.82 Pass s tC!ACCUL-ATION-OF-OESION'-WIND-1:07A[YS--MP-1- Mounting Plane Information Roofing Material Comp Roof PV System Type _ So_IarCity SleekMountT'" _ Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 - Rafter'S acing: 16"O.C: Framing Type Direction Y-Y Rafters Puriin Spacing X-X Purlins Only. NA Tile Reveal He Roofs Only NA Tile Attachment System _--" Tile Roofs Only - NA ,Standing Seam ra Spacing SM Seam Only NA Wind Design Criteria Wind Design Code_ ASCE 7-05 Wind Design Method = Partially/Fully Enclosed Method _ Basic Wind Speed V - T� 120 mph - Fig.6-1 Exposure Category D _ -Section 6.5.6.3 Roof Style Gable Roof u Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2' Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ � 1.13 Table 6-3 Topographic Factor _ _W K 1.00'� w� _ 'Section65.7 Wind Directionality Factor ICd ` 0.85 Table 6-4 Importance Factor I -1.0 Table 6-1 Velocity Pressure qh qh= 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 35.3 pslF Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC) Equation 6-22 Wind Pressure U „ '-33.5 psf Wind Pressure Down 30.9 psf ALLOWABLE`STANDOFF'SPACINGS X-Direction Y-Direction " Max Allowable Standoff Spacing Landscape 48" 39" �1ax Allowable Cantile_v_er Landscape �. 20" __ _�_� .- NA- Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib _ _13 sf " PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff F T-actual _ 7:'416 lbs r Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca ac' DCR X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantile-erg _ _ _ .Portrait— 1 12" NA " Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff T-actual --462 lbs "— - Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci DCR 92.3% " ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTER11ED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. COMPLY WITH ALL CODES OF CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING NEW YORK STATE & -OWN CODES DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN AS REQUIRED AND CONDITIONS OF EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING ;APP0VED AS NOTED p EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 7FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE DATE: �.P.# -/73 GALVGALVANIZED HAZARDS PER ART. 690.17.GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE FEE: ✓ •�b BY: GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY NOTIFY BUILDING DEPART175NT AT HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 765-1802 8 AM TO 4 PM FOR THE I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). FOLLOWING INSPECTIONS: ® Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER 1. FOUNDATION - TWO REQUIRED OCCUPARUSE p CY ®R kW KILOWATT kVA KILOVOLT AMPERE BUILDING OR ENCLOSURES TOERUN IN METALLIC THE FIRST ACCESSIBLE CE RACEWAYS OR FOR 2.ROUGH POURED FRAMING & PLUMBING USE UNLAWFUL LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 3. INSULATION �g MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 4. FINAL - CONSTRUCTION MUST WITHOUT CERT8FICATE (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY BE COMPLETE FOR C.O. ®� OCCUPANCY NEUT NEUTRAL UL LISTING. ALL CONSTRUCTION SHALL MEET THE NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE REQUIREMENTS OF THE CODES OF NEW ELEC TROCAL OC ON CENTER UL—LETED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING YORK STATE. NOT RESPONSIBLE FOR 0[ SPF-Cnam RF-QUORCD POI POINT OF INTERCONNECTION HARDWARE. DESIGN OR CONSTRUCTION ERRORS. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE _ RETAIN STORM WATER RUNOFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL PURSUANT TO CHAPTER 236 STC STANDARD TESTING CONDITIONS OF THE TOWN CODE.- TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULA110NS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM A _ °`'" "- =� Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 R.C.N.Y.S. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH _Y;^ •THE 2008 NATIONAL ELECTRIC CODE. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Southold Town REV BY DATE COMMENTS REV A GT 4/11/2016 System Upsize UTILITY: PSE&G—Long Island (Public Service Electric & Gas Co.) also • — _ _ CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBM: J B-1191170 00 PREMISE�E• DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYM: JOHN PITMAN John Pitman RESIDENCE Greg Teschendorf : SOlarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN n 1100 RUCH LA 6.63 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearview Way THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 g{�, REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PA T:(650)638-1028 F:(650)638-1029 PERMISSION OF soLARCITY INC. BB # PVI-5000—OUTD—US—Z—A COVER SHEET PV 1 a 4/11/2016 (ass)—soL—an(265-2489)www.solardtyoom PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:291 ARRAY AZIMUTH:291 1100 Ruch La MATERIAL:Comp Shingle STORY. 2 Stories Front Of House O - AC of NEGy D�iiL��J K. Zq0� r � C7 W I 913651��2 ARIFESSIONP A LEGEND AC © 0 (E) UTILITY METER & WARNING LABEL 0 INVERTER W/ RATED DC DISCO & WARNING LABELS J®1 DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS D QB DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Q LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR STRUCT - ®®m CONDUIT RUN ON INTERIOR GATE/FENCE CHA B Q HEAT PRODUCING VENTS ARE RED 3 L_J INTERIOR EQUIPMENT IS DASHED v SITE PLAN N Scale: 1/8" = 1' 5- 0 11 - 01' 8' 16' S CONFIDENTIAL— THE INFORMATION HEREIN X,B NUMBER JB-1191170 O O PREMISE OWNER DESCRIPTION: DESIGN: \�` CONTAINED SHALL NOT BE USED FOR THE JOHN PITMAN ��`�t, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SrsSIENM: John Pitman RESIDENCE Greg Teschendorf '' solarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 1100 RUCH LA 6.63 KW PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENT'S MoouIES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 3055 aevweM Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER NAME: SHS: �' DATE San T-.(650)638-1028,CA F.(650)O2J8-1029 PERMISSION of SOLARCITY INC. ABB # PVI-5000—OUTD—US—Z—A SITE PLAN d 4/11/2016 (06)-saL-aTY(7e5-2489)ww..sdorcIey.cam (E) 2x4 41 (E) 2x8 (E) 2x6 S1 4" 1'— (E) LBW (E) LBW A SIDE VIEW OF MP1A NTS MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVEPI NOTES of NE(�j LANDSCAPE 48" 24" ISTAGGERED K, Zq 0� PORTRAIT 32" 14" 1 CO ROOF AZI 291 PITCH 30 RAFTER 2X8 @ 16"OC ARRAY AZI 291 PITCH 30 STORIES: 2 r Ir C.J. 2x10 @16"OC Comp Shingle _ AROFESSIONP PV MODULE S1 5/16" BOLT WITH INSTALLATION ORDER (E) 2x4 FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4„ (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. r-3" '-4" ZEP COMP MOUNT C 11— (E) LBW ZEP FLASHING C (3) (3) INSERT FLASHING. SIDE VIEW OF MP1B NTS (E) COMP. SHINGLE (1) J1 (4) PLACE MOUNT. B (E) ROOF DECKING V (2) VINSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) @5)F SEALING WASHER. MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES STEEL' LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH LANDSCAPE 48" 24" STAGGERED WITH SEALING WASHER (6) BOLT & WASHERS. PORTRAIT 32" 14" (2-1/2 EMBED, MIN) RAFTER 2X8 @ 16" OC ROOF AZI 291 PITCH 30 STORIES: 2 (E) RAFTER STANDOFF ARRAY AZI 291 PITCH 30 C.J. 2x10 @16" OC Comp Shingle JB -119117 0 0 0 PREMISE OWNER: DESCRIPTION: DESGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: -400,1s CONTAINED SHALL NOT BE USED FOR THE JOHN PITMAN John Pitman RESIDENCE Greg Teschendorf ' ,;SO�arCit�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1100 RUCH LA 6.63 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Maout� ORGANIZATION, EXCEPT IN CONNECTION HATH SOUTHOLD NY 11971 3055 searvter Way THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18 PACE NAME SHEET: REV: DATE San Mateo,CA 94402 SOLARGTY EQUIPMENT,WITHOUT THE WRITTEN INVERT M.PERMISSION OF SOLARCITY INC. ABB PVI-5000—OUTD—US—Z—A STRUCTURAL VIEWS / / T-SOL sae(765 F.(650)sad-roz9 P V 3 a 4 11 2016 (ees)-SOL-CITY(ass-24s9) r.golaraty a«n UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL THE JB-1191170 0 0 PREMISE OWNER: DESCRIPTION: DESIGN. — INFORMATION HEREIN JOB NUMBER: ��\'� � CONTAINED SHALL NOT BE USED FOR TME JOHN PITMAN John Pitman RESIDENCE Greg Teschendorf �I„�OlarCl�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: wja NOR MALL IT BE DISCLOSED IN NiOLE OR IN Comp Mount Type C 1100 RUCH LA 6.63 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'SMoouLEs SOUTHOLD NY 11971 ORGANIZATION,EXCEPT IN CONNECTION WITH 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PD05.18PAGE NAME SIffEr REV, DATE San Mateo,CA 94402 SOLARCTY EQUIPMENT, WITHOUT THE wmTTEN INVERTER: T:(650)638-1028 R(1550)638-107.qPERMISSION OF SOLARgTY INC. ABB PVI-5000—OUTD—US—Z—A UPLIFT CALCULATIONS PV 4 a 4/11/2016 (810)—SOL—CITY(ass-24ss) ..sdarolty�„ GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:NoMatch Inv 1: DC Ungrounded INV 1-(1)All # PVI-5000-OUTD-US-Z-A LABEL:- A -(26)TRINA SOLAR # TSM-255PDO5.18 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:98805997 Tie-In: Supply Side Connection FCI Inverter, Zigbee 5000W, 240V, 96.5% PV Module; 255W, 232.2W PTC, 40MM, Black Frame, H4, ZEP, 1000V Underground Service Entrance INV 2 Voc: 38.1 Vpmax: 30.5 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL E 200A/2P MAIN CIRCUIT BREAKER JUS IN. VA ON TAG (E) WIRING CUTLER-HAMMER Inverter 1 IND Disconnect CUTLER-HAMMER 1 4 Disconnect 3 ABB A DC+ Vstart= 200V A 30A PVI-5000-OUTD-US-Z-A D0 MP 1: 1X13 LA aB ::::: L1 z4sv -------- ------------ - EGC------------ -----� F 200A/2P s L2 Dc+ I 3) N DC I 2 (E) LOADS GND _ ____ GND --------------_ -EGG --_ DC+ DC+ VStart= x13 ---------- GEC Da C- MP 1: 1x13 EGC--- --------------------- ------------- GT------------- ----� I (I)Conduit Kit; 3/4'EMT N I I I G I Z z I � I --- - GEC# TO 120/240V SINGLE PHASE UTILITY SERVICE I I I J- EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. tAS MAX VOC AT MIN TEMP 1)Gro/gd Rai A (I CUTLER-HAMMER$OG222NRB /�C DC 5 8x 8, C perDisconnect; 60A, 24OVac, Fusible, NEMA 3R /-�2)ILSCO IPC 470-/6InsulationPiercing Connector, Main 4/0-4, Tap 6-14 B (1)CUTLER-HAMMER DG221UR6 Disconnect; 30A, 240Vac, Non-Fusble,NEMA 3R UPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE -(1)CUTLER-HAMMER SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Ground/Neutral It; 30A,General Duty(DG) ®� 1 AWG#6, THWN-2, Black R�[ 1 AWG#10, THWN-2,Black 2 AWG#10, PV Wire, 60OV, Black Voc* =563.45VDC Isc=8.88 ADC INF (1)AWG/6, THWN-2, Red O 14I-(1)AWG#10, THWN-2,Red O (1)AWG#6, Solid Bare Copper EGC Vmp =396.5 VDC Imp=8.37 ADC II.[(1)AWG /6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC LL.-LL(1)AWG X110,-THWN-2, White NEUTRAL Vmp =240 VAC Imp=23 AAC (1�Conduit Kit; 3/4' EMT -(j)AWG#6, Solid Bare Copper GEC -(1)Conduit Kit_3/4'EMT ,,, .,. -(1)AWG 0. THWN72 Green,_ EGC/GEC-(1)Conduit.Kit 3/4'EMT _ .._ O 2 AW�GX10, PV Wire 6604, Block Voc* =563.45VDC Isc=8:88 ADC (1)AWG#6, Solid Bare Copper EGC Vmp 396.5 VDC Imp 8.37 ADC (1)Cd uit Kit; 3/4' EMT CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMB82 PREMISE OVNER: DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE JB-1191170 00 JOHN PITMAN John Pitman RESIDENCE Greg Teschendorf BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1100 RUCH LA 6.63 KW PV ARRAY =A�SolarCit' m PART TO OTHERS OUTSIDE THE RECIPIENT'S MaDULES SOUTHOLD NY 11971 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (26) TRINA SOLAR # TSM-255PDO5.18 3055 gearvler Way 402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER, PAGE NAME SHEEL RE DATE. T:(650)San Mateo, CA 94)638-1029 PERMISSION of solaRaTY INC. ABB PVI-5000-OUTD-US-Z-A THREE LINE DIAGRAM / / d 4 11 2016 (666)-Sa-a38 1028 R(6 0)638-achy WARNING:PHOTOVOLTAIC POVVER SOURCE Label Location: "• • . Label . . WARNING WARNING ' Code:Per Code: Per Code: Per NEC ELECTRIC-SHOCK HAZARD ELECTRIC SHOCK HAZARD 690.31.G.3 DO NOT TOUCH NEC TERMINALS '9 1 THE DC CONDUCTORS OF THIS 690.35(F) Label • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARETO BE USED WHEN PHOTOVOLTAIC DC Per LOAD SIDES MAYBE ENERGIZED UNGROUNDED ANDINVERTERIS Code: •-NEC IN THE OPEN POSITION MAY BE ENERGIZED DISCONNECT 6.1 Label •_ Location: PHOTOVOLTAIC POINT OF MAXINIUM POWER-_ • INTERCONNECTION • _ Per Code:POINT CURRENT(Imp) A WARNING:ELECTRIC SHOCK � MAXINIUM POWER- HAZARD.DO NOT TOUCH 690.17.4; 690.54 POINT VOLTAGE Vm vNEC ( .•1 TERMINALS:TERMINALS ON p) BOTH THE LINE AND LOAD SIDE MAXINIUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc,) POSITION. FOR SERVICE SHORT-CIRCUIT A DE-ENERGIZE,BOTH SOURCE CURRENT(Isc)_ AND MAIN BREAKER. PV POWER-SOURCE MAXINIUM AC A OPERATING CURRENT MAXIMUM AC V Label . • OPERATING VOLTAGE WARNING ' Per .•- ELECTRIC SHOCK HAZARD 690.5(C) IF A GROUND FAULT IS INDICATED fVORMALLY GROUNDEDLabel L• • CONDUCTORS N1AY BE CAUTION UNGROUNDED AND ENERGIZED DUALPOWE'RSOURCEPer Code: SECOND SOURCE IS 690.64.13.4 PHOTOVOLTAIC SYSTEM Label • • WARNING Code:Per ELECTRICAL SHOCK HAZARD Label Location: DO NOT TOUCH TERMINALSNEC 690.17(4) CAUTION ' • TERMINALS ON BOTH LINE ANDPer Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED 690.64.13.4 DC VOLTAGE.IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label • • WARNING '• Per ..- INVERTER OUTPUT Label • • CONNECTION 690.64.13.7 PHOTOVOLTAIC AC A (POI) DO NOT RELOCATE Disconnect DISCONNECTPer Code: THIS ODEV CERRENT (C): Conduit NEC 6.1 :. Interior(D): Distribution Panel (DC): DC Disconnect Label MAXINIUM AC A ' Center OPERATING CURRENT •t•Per Code: (M): Utility Meter MAXItv1UM AC _ OPERATING VOLTAGE v 690.54 of Interconnection 3055 Clearview Way :7 7 L 1 a T �I ••. 1' 1 • 1,71San Mateo, 944021 Solar inverters Additional highlights — RS-485 communication interface (for connection to laptop or data logger). P 000 •00 O — Integrated Are Fault Detection and Interruption(-A Version). to 6kVV i ' f Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US IInput side 1 Nominal output power 5000W 6000W Maximum output power 5000W 6000w Rated grid AC voltage 208V 240V 277V 208V 240V 277V .i (Input side(DC) { Number of independent MPPT channels 2 Maximum usable power for each channel 4000W j Absolute maximum voltage(Vmax) 600V °k Start-up voltage(Vstart) 200V(ad) 120-350) Full power MPPT voltage range 200-530V Operating MPPT voltage range 0 7 x Vstart-580V J Maximum current(Idcmax)for both MPPT in parallel 36A Maximum usable current per channel 22A _j Number of wire landing terminals per channel 2 Pairs Array wiring termination Terminal block,pressure clamp,AWG16-AWG6 _ ) .Output side(AC) 1 Grid connection type 10/2W Split-0/3W 10/2W 10/2W Split-0/3W 10/2W Adjustable voltage range(Vmin-Vmax) 183V-228V 221 V-264V 244V-304V 183V-228V 211V-264V 244V-304V Grid frequency 60Hz Adjustable grid frequency range 57-60 5Hz Maximum current(I...)Afl1 27A, 23A, 20A. 30Aa, 28A, 24Ae_ Designed for residential and small The wide input voltage range Highlights: Power factor >0 995 g Total harmonic distortion at rated power <2% commercial PV installations,this makes the inverter suitable to low — Single phase and split phase output , 36 25 A / 36 5 Aft/ 31 75 A / 36 25 A / 36 5 A / 31 75 A,/ power installations with reduced Contributory fault current 25.63A�a 25 81AA.a 22 45AZ. 25.63A' 25 81A:„ 22.45A_, 22.45A Me, inverter fills a specific niche in the grid connection. Grid wiring termination type Terminal block,pressure clamp,A9G14-AWG4 ABB product line to cater for those string size. — Wide input range for increased IInput i The transformerless operation offers Reverse polarity protection Yes installations producing between stringing flexibility 5kW and Milli high performance efficiencies of up to — The high speed and precise MPPT Over-voltage protection type Varistor,2 for each channel PV array ground fault detection Pre start-up Rise and Dynamic GFDI(requires floating arrays) 97.1%. algorithm offers real time power f output 1 capability This inverter includes dual input Free remote monitoring tracking and'Improved energy Anti-islanding protection Meets UL 1741/IEEE1547 requirements Meets UL 1741/IEEE1547 requirements available with eve installation.This Over-voltage protection type Vanstor,2(Li-L2/L,-G) Vanstor,2(L.,-L2/L,-G) section to process two strings with N harvesting. Maximum AC OCPD Rating35A 30A 25A 40A 35A 30A independent MPPT. enables homeowners to view their — Outdoor NEMA 4X rated enclosure (Efficiency The high speed and precise MPPT energy production and offers installers for unrestricted use under any Maximum efficiency 971% algorithm offers real-time power a proactive and economic way of environmental conditions CEC efficiency 96% 966% 96 5% 96% 965% 966% trackingand energy harvestin maintaining and troubleshooting the _ Integrated DC disconnect switch user interface Graphic display Graphic display gy g system. Operating performance Flat efficiency curves ensure high y in compliance with international Stand-by consumption <8wn„a <l efficiency at all output levels ensuring Standards(-S Version). Night time consumption <0 6w°,° <0 6W-..- I Communication consistent and stable performance user-interface 16 characters x 2 lines LCD display across the entire input voltage and Remote monitoring(1xRS485 incl.) VSN700 Data Logger(opt) Wired local monitoring(1xRS485 incl.) PVI-USB-RS485_232(opt) output power range. I Environmental This outdoor Inverter has been Ambient air operating temperature range 13°F to+140°F(-25°C to+60°C) -13°F to+140° (-25°C to+60°C)with pg p designed as a completely sealed unit to derating above 122°F(50°C) withstand the harshest environmental Ambient air storage temperature range -40°F to+176°F(-401c to+80°C) -40°F to+176°F(-40°C to+80°C) Relative humidity 0-100%RH condensing 0-100%RH condensing conditions. Acoustic noise emission level <50 db(A)01m <50 db(A)@1m „ ,!,! Maximum operating altitutde without derating 6560 ft(2000 m) 6560 ft(2000 m) Power and productivity 2 Inverter can apply that much current-Breaker will open for a better world TM P%,.,. 2 ABB Solar Inverters I Product flyer for PVI-5000/6000-TL-OUTD THE i`nnamount MODULE TSM-PD05.18 Mono Multi Solutions DIMENSIONS OF PV MODULE ELECTRICAL DATA(9 STC unit:rnm :Peak Power Watts-P—(Wp) 245 250 255 260 � 941 - ,-.. - _ _ - -. .• .. _ , •' _ _ - Power Output Tolerance-PMnx(%) ! '^',_ .. -0-+3 THE ■■■■rte■■■r_'■■■ .■■■ras■■■1■■■■ e Maximum Power Voltage-V-IV) _• 299 ; 303 30.5 306 �'�� ■ ■ ■'®U ■ ■,+■ JUNCTION .G° d B0% I (Maximum'Power Current-IniPP(A) 820 827 `837 •8 50 -c N•s"i�aTr u, Open Circuit Voltage-Voc(V) 378 380 381 382 0 .12 c„oma Short Circuit Current,lsc(A) '” 8+75 y 879 _ )^ .-8 88 9 00', . MODULE Module Efficiency pm 1%) _ 150 153 15 6 '159 i ? � ( STC Ce Irradiance 1000 W/m'.Cell Temperature 25°C,Air Man AMI s according to EN 60904-3 Typical efficiency reduction of 4 5%at 2DD W/m'according to EN 60904-1 ,m•,, " ,„ ELECTRICAL DATA 0NOCT 60 -I 0 ■ ■LL " i Maximum Power-Pru.(Wp)w- 182 186 - 190 193 F J, {Maximum Power Voltage-VAP(V)., 276 :,28 0 281 28,3 k MUMODULE -CROUNOPO„« i ;Maximum Power Current-IMPP(A) 659 6.65 674 684 ) ' A A )pen Circuit Voltage V Voc V I _35 1 35 2' _-- -35 3 , --X35 4•4=-t WITH TRINAMOUNT FRAME „annINNOt P 9 1 1 t l t Shart Circuit Current(A)-hc(A) 707 710 717 727 - NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s - � 245-260W ” 4~ , • 812 ,B0 PD05 18 Back View POWER OUTPUT RANGE MECHANICAL DATA Solarcelis j Multicrystolline 156><156 mm(b inches) .l Fast and simple to install through drop•in mounting solution ' _ __ _ .) , t I Cell oneniatton, •60 cells(6.l0 1�.� i Module dimensions ; 1650 x 992 x 40 mm(64 95 x 39.05><157 Inches) , P Q i I Weight _ L21 3 kg(470lbs) `_ - _ •- ) MAXIMUM EFFICIENCY b Glass• 32mm(0.13mches).HlghTransmisStan,ARCoat edTempered Glass. i A-A- ! I Backsheet White ' Good aesthetics for residential applicationsI ;Black Anodized AluminfumAlloywithTnnamountGroove Frame IP 65 or IP 67 rated 1 +, 1-V CURVES OF PV MODULE(245W) J-Box .0~ ■ 3 �"'" 1' i Cables !Pholo4oltaid Technology cable 4 0 rnm'(0 006 inches'), . t 1 OWER•OUTPUTGUARANTEE om 1ypomm(472mches) P _ 9 m w/ T I F�ire Rating,. ;Type 2 __—__..�._. - 9m 800W/m' Highly reliable due to stringent quality control z6W - m S' ® Over 30 in-house tests(UV,TC,HE and many more) d 5-- As in As a leading global manufacturer i` • In-house testing goes well beyond certification requirements 4- I TEMPERATURE RATINGS MAXIMUM RATINGS of next generation photovoltaic ! / — O _ - —' ; 4' r j ; s sin 2a0W/m' Nominal Operating Cell ) Operational Temperature 40-+85°C products,we believe close ? 2m i Temperature INOCT) 44°C(±2°q cooperation with our partners f 1°° ; i -- I Maximum System t000v Dc(ICC) ( , i5 critical to success. With local i OOm 1000 20°° Som 4om ) �TemperatureCoeffictenlofPMnx 041%/°C (voltage. j 100oVDC(UL),g t presence around the globe,Trina is Voltage(V) 'Temperature Coefficient of Voc 'R-0 32%/°C i Max Series Fuse Rating 15A - able to provide exceptional service I j Temperature,coefficient of'Isc "0 o5%/°c q to each customer in each market Certified to withstand challenging environmental L __, ___� �.W _.-.._ .-.. _ --_, and supplement our innovative, t conditions re6bble products with the backing g • 2400 Pa wind load of Trina as a strong,bankable - WARRANTY partner.'We are committed • 5400 Pa snow load 10 year Product Workmanship Warranty to building strategic,mutually S I 25 year Linear Power Warranty - 4 beneficial collaboration with ( 1—--- - ---- installers,developers,distributors (Please refer to product warranty for details) of Eand other partners as the backbone of our shared success In - - ) CERTIFICATION drivingSmdrtEnergyTogether ) LINEAR PERFORMANCE WARRANTY ) ' I PACKAGINGCONFIGURATION O $p _ ___ ------ 10 Year Product Warranty•25 Year Linear Power Warranty eLISTED Ds c us Modules per box 26 pieces z '- Trina Solar Limited I ® I Modules per 40'container:728 pieces" wwwfnnasolarcom m000% ���� Addifior,af value/rom COMP ANT' i 0 90% _ § rnna Solar's llgGor K'arrogry CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT poNPgTrB IC /yY" ;' ` - H"^;, ,e (` �'yY ®2014 Trina Solar Limited All rights reserved Specifications included In this datasheet are subject to a� Tr'nnnnnnnn-AJOla (9 80% Tr'nnnnnnnn-aJOl�..11 change without notice. j Smart Energy Together years 's 10 s 20'} 25 Smart Energy Together 4baPa� —,_ .Tnna standard __ iaaustry stanoard