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HomeMy WebLinkAbout38374-Z ypF Town of Southold Annex 1/2/2014 FOl P.O. Box 1179 54375 Main Road $S. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36686 Date: 1/2/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 2595 Westphalia Rd, Mattituck, SCTM 473889 Sec/Block/Lot: 114.40-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/19/2013 pursuant to which Building Permit No. 38374 dated 10/1/2013 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 DWELLING AS APPLIED FOR The certificate is issued to Cox Sr, James & Cox, Sharon (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38374 12-31-2013 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ~t 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 38374 Date: 10/1/2013 Permission is hereby granted to: Cox Sr, James & Cox, Sharon 2595 Westphalia Rd Mattituck, NY 11952 To: install a roof mounted electric Solar Panel system as applied for At premises located at: 2595 Westphalia Rd, Mattituck SCTM # 473889 Sec/Block/Lot # 114.-10-22 Pursuant to application dated 9/19/2013 and approved by the Building Inspector. To expire on 4/2/2015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 L TOWN OF SOUTHOLD n 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 electtical 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 fromrarchitect 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 I. 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. I I New Construction: Old or Pre-existing Building: (check one) Location of Property:. 1 A ) e S~ Y' v`O, \ ii e.- R ~V\ Q } 7 yL 3 Houser Street Hamlet Owner or Owners of Property: )C~m -s 2 C" S1` Suffolk County Tax Map No 1000, Section I `7 Block Lot Z 2 Subdivision Filed Map. Lot: Permit No. '7Y Date of Permit. '0 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S 5D . pplicant Signature SO!/ryolo Town Hall Annex yy Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 roger.richert(a)town.southold.ny.us Southold, NY 11971-0959 i~ Como, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: James R Cox Sr Address: 2595 Westphalia Rd City: Mattituck St: NY Zip: 11952 Building Permit 38374 Section: 114 Block: 10 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 51331-me SITE DETAILS Office Use Only Residential X Indoor X 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 Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 6.615 KW roof mounted PHOTOVOLTAIC SYSTEM to include 27-Yingli y1245p- 29h panels, 1-Power One Aurora PVI 6000 inverter, A/C disconnect (2) Notes: Inspector Signature: j.~ Date: Dec 31 2013 81-Cert Electrical Compliance Form.xls 0 *%Nfroi TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r ~.l^ CIAC u.~ v DATE lL l~ 3 INSPECTOR \NA 01 to TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)ELECTRICAL (FINAL) REMARKS: rlklk 4-4&t-10K, DATE ( I INSPECTOR r„ SolarCity. December 18, 2013 SolarCity- Long Island RE: Structural Engineering Approval Letter Project: Cox Sr., James R. 2595 Westphalia Rd. Mattituck, NY 11952 Project 119053 To Whom It May Concern, On the above referenced project, SolarCity reviewed the installation that was specified in the plan. The purpose of the review was to verify the installation and their conformance with the specifications and that any modifications were acceptable. After review it is our opinion that the PV panels were installed in general conformance with the plans and specifications for this project, and the installation complies with the provisions of NYS 2010 Residential Code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact the office. Sincerely, y Abe De Vera, P.E. Civil Engineer Digitally signed by Abe De Vera 3 Date: 2013.12.18 08:48:41 -08'00, 3055 Clearview Way San Mateo. CA 94402 T (650) 638-1028 (888) SOL-CITY r (650) 638-1029 SOLARCITY.COM FDSLD avoFCT D COMMENTS wb • ca HOUNDAVON (1ST) J a c~ FOUNDATION (2ND) ~ c N BOUGH nAKWQ & PLUI UWM U a Z A • ~ pq p U INSULAMN PER N. Y. STATE EN&RGY COPE , C FINAL $ ADDITIONAL COMMENTS C~ /7 73 67- 776' 7- 77777- 74777 • y~ + m U b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined LO 11 , 204~_ Storm-Water Assessment Form Contact: Approved, 2013 Mail to: Disapproved a/c 1, Phone:-(SW ,s- - Expiration, 2015 rn `f _ ~j „ eI r l l 1p j\-C, v t BuildmgInspector APPLICATION FOR BUILDING PERMIT SEA P 1 9 2013 Date 20 F: N „FFr INSTRUCTIONS rma;r: or sav~F,ni o ---a-Phts a c tion a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. dt_ V ° (Sign lure of applicant or name, if a corporation) 2o3 KtocIc- y)wo 1)R VmsFvaor N1 (Mailing address of applicant) 10523 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder rte,-} Name of owner of premises Av%&E15 R • (fo X , S (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. S ~b -kA Plumbers License No. AtA Electricians License No. Sl 3~1- Yv\ F Other Trade's License No. 1. Location of land on which proposed work will be done: 2595 WESTP14AUAr ,e0 House Number Street Hamlet County Tax Map No. 1000 Section 11 1 Block -1 O Lot 22- Subdivision Filed Map No. Lot S 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 \ Rnop ec\nu~)± ~SD~ar ~ah~1S 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work PANEL!S (Description) • 4. Estimated Cost ? . C Fee (To be paid on filing this application) ?\R, 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars ,W 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. taj rya 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 \v 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories OW9. Size of lot: Front Rear Depth 0, 10. Date of Purchase Name of Former Owner ,$11. Zone or use district in which premises are situated 2i ~s;a.~i w 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO Lll~ 13. Will lot be re-graded? YES_NO__K_Will excess fill be removed from premises? YES_ NO_ VIA 14. Names of Owner of premisegAarnes k.Coc SI - Address 2 C RS~tI[S~~ha~iA Phone No. 6,611 a Name of Architect A9,p \n rrl ti F _1E VeRo0. Address ae3 Ri46A:7 t br Phone No OtC ZD L Name of ContractorSDer Cci~t Address QLn~ Q. ar/LtADA Phone No.Rl4 (WV- L jpL( 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ~y 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. r1Y 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 p1~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFD- W-2oTerri6~? rrAc~ 0 rl ~ ncA~ _ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the At ENT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 1XJv-r 20~ Notary Public Signature of Applicant MIRORREf M. ROLRR NRMry Public, 8M1e of Neer Ybr0 NO. 01004518155 1110111111111 to 1NWd.&dwOc,.t, bM811d5NSO WM SWUMbe130, 2014 Per # ~9~+vsa ~o~~oF so~,ry~ Town Hall Annex ] I o - 54375 Main Road Or Tele~lerrP~hhone (633~1)) 78g65-1802 P.O. Box 1179 + roger tiCherw oYIR1180U1nMnV us Sowhold. NY 119714959 BUILDING DEPARTMENT' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 42:~Mc<--C, Name: L . WC Uc ense No.: - I F Address: Ord lam' • L v4l rj ID Phone No.: T- \j JOBSITE INFORMATION: (*Indic:ages-required information) *Name: auras 12. (~,C *Address: *Cross Street: u *Phone No.: Permit No.: Tax•MapDistrict: 1000 Section: Ii - Block: Lot 22 *BRIEF DESCRIPTION OF WORK (Please Print Ciearty) ~~yur`+ Ar u12 S Cbr(`lh`~`i} T=t~° r7 Y `n,i,^i yfl~ fi Pow2rOne,4 ror-eA t (Please Circle All That Apply) T vuio-u5r Is job ready for Inspection: YES I8) Rough In Final *Do-you need a Temp Certificate: YES / NO Temp Information (If needed) *Servioe Size: 1 Phase Whose 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additle I I formation: PAYMENT DUE WITH APPLICATION DaAier (obty b2-ROVestfor lnspection FFo`rm n Sb 7; I I K.5 w N AIl. 1 M t/I a... r ALL CONS 1. ;!;)N SHAL qC 'A-E-( THE REQUIRcb ENTS OF THE w k CODES OF NEW YORK STA ~ e- I 4j RETAIN STORM WATER RU PURSUANT TO CHAPTER 2 OF THE TOWN CODE. Ag raGRyD ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. A $ 3 tCCUPANCY OR JSE IS UNLAWFUL VITHOUT CERTIFICATE ,(GGJ P E OCCUPANCY >~~,s,~-w Aso- P .~0~'0f APPR VED AS NOTED ~.yYp ~f PAW" DATE:z L C"~ ¢ f*YJ9' ARE NO. MW FEE: ~7C'Zl . C/L1Y:__YLJ---- NOTIFY BUILDC,' : 7- :IVSENT AT 765-1802 8 AM TO AA FOii THE COMPIy y~,,Ty FOLLOWING INSPEC`!:)NS: 1. FOUNDATION - REQUIRED NEW YOR~ r ALL CODES OF FOR POURS, CO"'%` ETE AS REQ~' c , E & TOWN CODES 2. ROUGH - FRAMUc'3 & PLUMBING ','D-ICONDITIONS OF 3• INSULATION c t 4. FINAL - CONSTF.i': iION MUST ^ 0I'NOIDTO"Zs4 BE COMPLETE =r'. C.O. SCUTHOIDTOMPLANNING BQq?~ ALL CONSTRUCTION SHALL MEET THE SOUTNOID'OW1 iRUSTEE$ REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPO IBLE FOR N, Y.S. DEC DESIGN OR CONSTRUC ERRORS. Z92 Aft Ok, No. 51331-ME CertiCate of Competency t.F.~ ISSUED BY K` Yf ~i Suffolk County Department of Labor, Licensing & i ar Consumer Affairs This is to cntify that JASON KAM Has duly gva)ifW by exmmnsfion and is, tberdae, entitled to receive a MASTER ELECTRICIAN k 4 license hom the Snflk County Department of Labor, Licensmg dt Consumer Affairs in accordance with The provmous of the Suffolk County Occupational LJows mg Law. op y~_' Doe& 3119f2013 ` NM VALID WITHOUT s DEPARTMENTAL SEAL' xr contmisdonff m Suffolk County Department of Labor, Licensing & Consumer Affairs c+ erwa. VETERANS MEMORIAL HIGHWAY ' HAUPPAUGE, NEW YORK 11788 DATE ISSUED, 31192813 Na 51331-ME 3 SUFFOLK COUNTY Master Electrician License e This is to certify that JASON KANE doing buss as $01AR crrY ccrnr Ong given satishaory evidence of oompawcy, is hereby licensed as MASTER ELECTRICIAN in accordance ' with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State ofNew York. { NOTVALID W[771pITf DEPARTMEBMALSEAL v r ANDACURRLtff CONSUMER AFFAMS ID CARD Conan ¢poo T1Rv N: _ a~rnax wuNrr opt oa (A WK ;4UN E CHAP6VIN bmwb y Zma"Oop"O"Ta Cwrty qt 6tMftlk 'L«?r~ 52057-H od01/JDI3 l BUFPM COUNTY PWr OF LABOR. PFAIRB Q M3 g;_ STATE OF NEW YORK WORKERS' COMPENSATION BOARD .r CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Is. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650) 963-5161 SoiarCity Corporation 3055 Clearview Way le. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892777 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., a Wrap-Up Id. Federal Employer Identification Number of Insured Policy) 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) Liberty Insurance Corporation 3b. Policy Number of entity listed in box "la" Town of Southold WA7-66D-066265-023 54375 Route 25 Southold, NY 11971 3c. Policy effective period _9/112013_ to _9/l/2014 3d. The Proprietor, Partners or Executive Officers are ? included. (Only check box if as partnersroRcers Incladed) X 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 order 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 "T'. The Insurance Carrier will also notes the above certificate holder within 10 days IFa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums 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 oneyear after this form is approved by the insurance carrier or its licensed agent, or until the policy 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: Theresa Fagan CA lucensc NOR] (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 1i X 9/10/2013 (Sigaamre) L, (Dale) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 213-443-0775 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 (9-07) www.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07) Reverse STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed b Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a. Legal Name and Address of Insured (Use street address only) I b. Business Telephone Number of Insured Solar City Corporation (650) 963-5178 3055 Clearview Way Ic. NYS Unemployment Insurance Employer Registration San Mateo, CA 94402 Number of Insured 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) Principal Life Insurance Company NAIC Code 332-61271 Town of Southold 3b. Policy Number of entity listed in box "la": 54375 Route 25 H 70953-1 P.O. Box 1179 Southold NY 11971 3c. Policy effective period: 2/28/13 through 2/28/14 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 insuran coverage as described above. iJ Date Signed 02/28/2013 By (Signs of insurance carver's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number: 973-299-9111 x3019 Title: Product 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 "0" is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the Disability Benefits Law. It must be mailed for completion to the Workers' Compensation Board DB Plans Acceptance Unit, 20 Park Street Alban New York 12207. PART 2. To be completed b NYS Workers' Compensation Board (Only if box 114b" 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 (5-06) °RO® CERTIFICATE OF LIABILITY INSURANCE DAM _ 1 09/09/2013 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: N 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 0726293 1-415-546-9300 CD EpCT Brendan Quinlan Arthur J. Gallagher s Co. PHONE FAX Insurance Brokers of California, Inc., License #0726293 IAC .415-536-4020 AC No: 1255 Batts Street #450 E4$AIL Battery ADDRESS: brendan quinlaneajg.com San Francisco, CA 94111 INSURERS AFFORDING COVERAGE NAIC0 INSURER A: LIBERTY NOT FIRE INS CO 23035 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clearview Nay INSURER D: San Mateo , CA 94402 INSURER E: INSURER F : COVERAGES CERTIFICATE NUMBER: 35643658 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUSR POLICY EFF POLICY EXP T TYPEOF INSURANCE POLICY NUMBER (MWDDNYYY) DDIYYYY LIMITS A GENERAL LAITY TS2661066265053 09/01/1 09/01/14 EACH O -T-ORENCE $ 1,000,000 X COMMER BICIAL GENERAL LIABILITY D AMAGE TED 100,000 PREMISES Ea acanance $ CLAMS-MADE Fi-IOCCUR MED EXP Any one person) $ 10,000 X Deductiblet $25,000 PERSONAL S ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OPAGG $ 2.000,000 % POLICY PRO- LOC $ A AUTOMOBILE LIABILITY AS2661066285043 09/01/12 09/01/14 (Ea OMBINEDISINGLELIMIT 1,000,000 % ANY AUTO BODILY INJURY (Per person) $ A OWNED SCHEDULED AUTOS S AUTOS BODILY INJURY (Per accident) $ HIREDAUTOS NON-OWNED PROPERTY OAMAGE $ AUTOS (Per accident) $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS me CLAIMS-MADE AGGREGATE $ DEC) RETENTION $ B WORKERS COMPENSATION WA766DO66265023 load) 09 01/1 09/01/19 WC $TATU- OTW AND EMPLOYERS' LIABILITY Y / N % / B ANY PROPRIETOR/PARTNERIEXECUTIVE WC7661066265033 (NI Ratr ) 09/01/1 09/01/14 E.L.EACHACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N/A (Mandatory In NN) E.L.DISEASE-EAEMPLOVE $ 1,000,000 I( es, deeaine unds, DESCRIPTION OF OPERATIONSW. E.L. DISEASE -POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ANach ACORD 101, Additional Rmnmlus SchW tile, If more space is "ulmd) Proof 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 ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 fi /JC1 USA C~! © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD djsan 35643658 AGENCY CUSTOMER ID: LOC ADDITIONAL REMARKS SCHEDULE Page Of AGENCY NAMEDINSURED Arthur J. Gallagher Co. Insurance Brokers of California, Inc., License #0726293 SolarCity Corporation POLICY NUMBER 3055 Cleerview Way CARRIER 1 NAIC CODE Ban Mateo , CA 94402 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: WC Policy # WA766DO66265023 (Ded) includes Deductibles $150,000. ACORD 101 (2008101) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD aaxa v SolarCity 3055 Clearv,e. Way San Mateo, CA. 94402 aBB)SO[Uf Y 06$-24ft wwv~WlarolY(Mn July 18, 2013 Project/Job # 119053 RE: CERTIFICATION LETTER Project: Cox Sr Residence 2595 Westphalia Rd Mattituck, NY 11952 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. The attached structural calculations are based on site observations and design criteria listed below: Design Criteria: - Applicable Codes = 2010 Building Code of NY State, ASCE 7-05, and 2005 NDS - Roof Dead Load = 9.01875 psf (All MPs) - Roof Live Load = 20 psf (All MPs) - Ground/Roof Snow Load = 20 psf - Risk Category = II, Wind Speed = 120 mph, Exposure Category C - Solar modules = As indicated in attached drawings. Note: per IBC 1613.1; Seismic check is not required because Ss = 0.20083 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV system on the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the PV system loading. APPROVED AS t~ a I certify that the structural roof framing and the new attachments that directly support the gravity loadipp V modules hav ~er~ reviewed and determined to meet or exceed requirements of the 2010 Building Code of NY Stau~4T` Ig I B.P. /-JS~ ~ Please contact me with any further questions or concerns regarding this project. FEE' 1512 BY _Y C- ~ t10T"IFY BUILDING DEFA~\IKI AT Sincerely, Wy -5-1802 8 AM TO 4 F:K rOFTHk LCWING INSPECTICN I FOUNDATION - TWO- 'JIR.D Abe De Vera, P.E. it FOR POURED CONCI Civil Engineer 2 ROUGH -FRAMING, PLUI. Main: 888.765.2489, x7526 STRAPPING, ELECTRICAL 8 C vU< email: adevera@solarcity.com INSULATION F INAL - CONSTRUCTION S E' '.CV CAI, 2a M'JST BE COMPLETE FO Ae__ Spy' L CONSTRUCTION SHALL P L T 'E ~2=0UIREMENTS OF THE CI ;>L n3t y aglmly.I911mbyAe Vera Y-)RKSTATE. NOTRESPONSIyLE F)R Wte: 2013m.18151658 -07'W' ESIGN OR CONSTRUCTION E KKOF,S ~ ? 1;-:1 C~ ELECTRICAL • > 07.18.2013 r Solalcity 3055 Cleam.ew Way San Mateo, CA. 41402 18881 d01, U1Y 1/65-248911 wwvudaany mm Cox Sr Residence - Job # 119053 TABLE OF CONTENTS ORDER # CONTENT 8 Zn.2 ~9^~6r56722v.,. o.~r. 2013 07.181517 zz mm' 1 Table Of Contents And 1/2-Mile Vicinity Map 2 Project Information, Mounting Structure & P V System Information 3 Calculation Of Design Wind Loads And Uplift Calculations 4 Calculation Of Roof Dead And Live Loads 5 Structural Framing Analysis Note: per IBC 1613.1; Seismic check is not required because Ss = 0.20083 < 0.4g and Seismic Design Category (SDC) = B < D 112-MILE VICINITY MAP Z~43t~~oogle Imagery 2013 DigitalGlobe, New Yotk GIS, USDA Faini Service 2595 Westphalia Rd, Mattituck, NY 11952 Latitude: 40.993308, Longitude: -72.544646, Exposure Category: C 07.16.2013 ~r' Volar~ity SleekMountTM PV System Version # 13.5 Structural Design Software PROJECT INFORMATION Project Name: Cox Sr Residence AHI: -SO Town lob Number: 119053 Building Code: 2010 Building Code of NY State System Sire: 6.615 kW `PV System Based On: 20g610C/IRC Customer Name: Cox Sr, James R. ASCE Code: ASCE 7-05 Address: 2595'- Westphalia Rd Upgrades Req'd? No City/State: Mattituck, NY Stamp Req'd? Yes Zip Code 31952 PV Designer: Chris: Rollins Latitude: 40.993308 Calculations: Abe De Vera, P.E. Longitude: 72.544646 Reviewer: Abe De Vita; P.E. SC Office: Lon Island EOR: Abe De Vera P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Structure Information II Risk Category PV System Type SolaiCRy SleekMountm Roofing Material Comp Roof Tile Attachment System Tile Roofs Only NA Tile Reveal SM Span Only NA IStandinci Seam S d SM Seam On NA Roof Slope 180 Rafter Spadno 16" O.C. PV Inforrtatton otal ulrr of Modules 27 PV Module Orientation Landscape Spanning Vents No Total Area of Array 475 sf PV Module Width 3.2 ft PV Module Length 5.4 ft Attachment Type Comn Mount Type C Minimum Eave End Setback 12" Minimum Rklge Setback 12" e Spanner Bar Direction SM Span Only NA il n n Y-5 Only NA PV Svstem Weight PV Module Weight 2.5 psf Ha re Assembly We h 0.5 psf Total PV System Weight 3 sf SEISMIC CONSIDERATIONS Seismic Design Criteda (per USGS Seismic Design Code ASCE 7-05 Latitude 40.9933 Longitude -72.5446 SRA at snort Period SS 0.201 t16GS SRA at is Period Si 0.055 USGS Soli site pass D 10C 1613.5.2 Seismic Design Cat o SDC B USGS Sdsmh Check IieeyuhW (Ss 2 No lK 1613.1 CALCULATION OF DESIGN WIND LOADS Wind Deli n Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Method Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category C Section 5.5.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 15 ft Section 6.2 Effective Roof Slope 18" Effective Ratter Spacing 16" O.C. Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Preaure Calculation Coeffidents Wind Pressure Exposure K, 0.85 Table 6-3 Topographic Factor Kn 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor 1.0 Table 6- Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) (I) Equation 6-15 26.6 f Wind Zone Interior Zone 1 Desi n Wind Pressure p p = qh (GC) E nation 6-22 Wind Pressure Up I Ptup) -23.3 pelf Wind Pressure Down p a,,,, 12.0 psf ALLOWABLE ATTACHMENT SPACINGS (IN.) X-Direction Y-Direction Max Allowable Foot Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" A Max Standoff Tributary Area TribCL 17 sf PV Assembly Dead Load WPV 3 psf Net Wind Uplift at Attachment TCL -374 Ibs Uplift Capacity of Attachment Tallow 637 Ibs Attachment Demand/Capacity DCRIand 58.7% CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofing Material Comp Roof 5.0 psf # of Layers 2 Undedayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None 010 psf Rafter Size and Spacing 2x6 @ 16 in. O.C. 1.7 psf Vaulted Calling None 0.0 psf Miscellaneous Miscellaneous Items 0.3 Total Roof Deed Load 9.01875 psf AN Poll 9.0 pof Reduced Roof Live Load SvMW Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At S 200 sr Roof Slope 4/12 Tributary Area Reduction R, 1 Seftn 4.9 Sloped Roof Reduction R2 1 Section 4.9 = R Reduced Live Load Lr 20 All MPs 0 Cellin Dead Load Mateirial Load Ceiling Joist Size and Spacing 2x6 @ 16 in. O.C. 1.7 psf Insulation Yes 1.4 psf Finish 1/2" Gypsum Board 2.2 psf Miscellaneous Miscellaneous Items 1 .7 T l NI Dead Load 7.0 pof GROUND/ROOF SNOW LOADS ASCE Design Roof Snow Load Criteria Code Ground Snow Load P9 20.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? No Effective Roof Slope 180 Horiz. OMance from Eve to Ridge W 12.7 R Snow Importance Factor 4 1.0 Table 1.5-2 Snow ExposuFe Factor Ca Partially Exposed 110 Table 7-2 Snow Thermal Factor 4 All structures except) s0 indicated otherwise Table 7-3 Minimum Rat Roof Snow Load (w/ pf-min 14.0 psf 7.3.4 & 7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf = 0.7 (Cp) (C,) (I) pg; pf ? pf-min Eq: 7.3-1 14.0 sf 70% ASCE Design Sloped Roof Snow Load Over Surrounds Roof Surface Condition of Surrounding ~,oor All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over pa-mor ° (C"W) Pr ASCE Eq: 7.41 Surround) Root Po"°or 70.0 Pelf 100% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C,Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV p.m P&Vv ) Pr ASCE Eq: 7.4-1 Modules 20.0 self 100% COMPANY PROJECT 3055 ® kS® SolarCity, Inc. MP1 3055 Clearview Way Cox Cox Sr WOOdWOr ".w«0M r* San Mateo, CA 94402 Job No. 119053 888-765-2489 MP1.wwb July 18, 2013 12:56 Design Check Calculation Sheet WoodWorks Sizer 9.21 Loads: Load Type Distribution IPat- Location [ft] Magnitude Unit tern Start End Start End Load3 Dead Partial Area No 1.50 14.00 3.00 (16.0)* psf Load4 Snow Full Area Yes 20.00 (16.0)* psf Load6 Dead Full Area No 9.00 (16.0)* sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 14'-0.7" 0' 1'-6" 15' Unfactored: Dead 134 110 Snow 222 182 Factored: Total 356 292 Bearing: F'theta 667 667 Capacity Joist 3879 1501 Supports 4101 _ Anal/Des Joist 0.09 0.19 Support 0.09 _ Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 _ Fc sup 625, _ *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x6-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 16'-0.9"; Pitch: 4.0/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN -771 MP1.wwb WoodWorks® Sizer 9.21 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Desi n Value Analysis/Design Shear fv = 47 Fv' = 207 fv/Fv' = 0.23 Bending(+) fb = 1549 Fb' = 1547 fb/Fb' = 1.00 Bending(-) fb = 70 Fb' = 1529 fb/Fb' = 0.05 Deflection: Interior Live 0.66 = L/260 0.95 = L/180 0.69 Total 1.07 = L/160 1.42 = L/120 0.75 Cantil. Live -0.23 = L/82 0.21 = L/90 1.09 Total -0.37 = L/50 0.32 = L/60 1.18 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb1- 900 1.15 1.00 1.00 0.988 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 282, V design = 258 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 976 lbs-ft Bending(-): LC #2 = D+S, M = 44 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live" deflection Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. COMPANY PROJECT ® WOOdWorks 3055 City, Inc. Way MP2 3055 Clearview Wa Cox Sr fO M"'FUR. .dM. San Mateo, CA 94402 Job No. 119053 888-765-2489 MP2.wwb July 18, 2013 12:58 Design Check Calculation Sheet Wood Works Sizer 9.21 Loads: Load Type Distribution Pat- Location [ft] Magnitude unit tern Start End Start End Load4 Snow Full Area Yes 20.00 (16.0)* psf Load6 Dead Full Area No 9.00 (16.0)* psf Loads Dead Partial Area No 1.67 11.00 3.00 (16.0)* sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearinn) : 13' W77 0' 1'-6" 12'-1" Unfactored: Dead 108 85 Snow 184 143 Factored: Total 292 228 Bearing: F'theta 667 667 Capacity Joist 3879 1501 Supports 4101 - Anal/Des Joist 0.08 0.15 Support 0.07 - Load comb #2 #4 Length 3.50 1.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - FC sup 625 *Minimum bearing length setting used: 1/2" for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, D.Fir-L, No.2, 2x6 (1-1/2"x6-1/2") Supports: 1 - Lumber Stud Wall, D.Fir-L Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 13'; Pitch: 4.0/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks® Sizer 9.21 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005: Criterion Analysis Value Desi n Value Analysis/Design Shear fv = 36 Fv' = 207 fv/Fv' = 0.17 Bending(+) fb = 942 Fb' = 1547 fb/Fb' = 0.61 Bending(-) fb = 70 Fb' = 1529 fb/Fb' = 0.05 Deflection: Interior Live 0.25 = L/545 0.74 = L/180 0.33 Total 0.40 = L/336 1.12 = L/120 0.36 Cantil. Live -0.11 = L/174 0.21 = L/90 0.52 Total -0.18 = L/107 0.32 = L/60 0.56 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 4 Fb1- 900 1.15 1.00 1.00 0.988 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 222, V design = 199 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 594 lbs-ft Bending(-): LC #2 = D+S, M = 44 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 D=dead L=live S=snow W=wind i=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-05 / IBC 2009 CALCULATIONS: Deflection: EI = 33e06 lb-in2 "Live', deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2009), the National Design Specification (NDS 2005), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING ALL WORK SHALL COMPLY WITH THE 2010 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, R.C.N.Y.S. BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY-RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NTS NOT TO SCALE UL-LISTED LOCATION PROVIDED BY THE OC ON CENTER MANUFACTURER USING UL LISTED GROUNDING PL PROPERTY LINE HARDWARE. POI POINT OF INTERCONNECTION B. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED NTH EQUIPMENT GROUND CONDUCTORS AND SCH SCHEDULE GROUNDED AT THE MAIN ELECTRIC PANEL. SS STAINLESS STEEL 9. THE DC GROUNDING ELECTRODE CONDUCTOR STC STANDARD TESTING CONDITIONS SHALL BE SIZED ACCORDING TO ART. 250.166(8) & TYP TYPICAL 690.47. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT VICINITY MAP INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM utELECTRICAL CALCULATIONS PV5 LICENSE GENERAL NOTES C utsheets Attached 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL-LISTED POWER-CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK SHALL COMPLY NTH THE 2006 ICC. MODULE GROUNDING METHOD: SLEEKMOUNT 5. ALL WORK SHALL COMPLY NTH THE 2010 R.C.N.Y.S. REV BY DATE COMMENTS AHJ: Southold Town 6. ALL ELECTRICAL WORK SHALL COMPLY WITH REVA NAME ]118)2013 COMMENTS THE 2008 NATIONAL ELECTRIC CODE. UTILITY: Long Island Power Authority (LIPA) BE PREMISE 0.0 DESCRPTM TIM CONFIDENTIAL - THE INFORMATION HEREIN a NU•at J B-119053 0 0 CONTAINED SHAU NOT DE USED FOR THE COX SR, JAMES R. COX SR RESIDENCE Chris Rollins Npt REFIT nT SHAM IT BE O M IT BE ANYONE DI DISCEXL(EPT OSED IN MOLE SO MOLE r R INC.. c.. IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array ~?~`S~fa1 V~ PMT TO OTHERS OUTSIDE THE RECIPIENYS o ORGANZATNIN, EXCEPT IN CONNECTION wTH MODULE& MATTITUCK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (27) YINGLI If YL245P-29b YGE-Z 60 3055 CMUv" way S"CITY EQUIPMENT, wTHO1T THE MWTIEN INVEIM PACE NNE SHEET: REY. DATE T: (850) 83TF10~ WI &35--1029 PERMISSION OF saMaTY INC. POWER-ONE AURORA PA-6000-OUTU-US-Z 6312987333 COVER SHEET PV 1 7/18/2013 (on)-sa-an (m-2499) ..w. ny~ PITCH: 18 ARRAY PITCH: 18 MP1 AZIMUTH: 201 ARRAY AZIMUTH: 201 MATERIAL: Comp Shingle STORY: 2 Stories ry y PITCH: 18 ARRAY PITCH: 18 MP2 AZIMUTH: 201 ARRAY AZIMUTH: 201 MATERIAL: Comp Shingle STORY: 2 Stories ~ I I Front Of House 1 ' I ' 2595 Westphalia Rd i ' i ~ Digitally signed by Acre De Vera Date: 2013.07.1815:18:52 -07'(W STAMPED AND SIGNED I , I , FOR STRUCTURAL ONLY Un-Locked Ga LEGEND I ' I ' (E) UTILITY METER & WARNING LABEL I ' INVERTER W/ INTEGRATED DC DISCO I ' O & WARNING LABELS i ' LEM M DC DISCONNECT & WARNING LABELS Ac AC DISCONNECT & WARNING LABELS I I MP2 + JUNCTION BOX I ' O Q DC COMBINER BOX & WARNING In ; A ° DISTRIBUTION PANEL & WARNING U-ri*loclited a e r~ B L- i~+ MP LOAD CENTER & WARNING LABELS DEDICATED PV SYSTEM METER O I _ 11 O CONDUIT RUN ON EXTERIOR AC CONDUIT RUN ON INTERIOR © A - GATE/FENCE INTERIOR EQUIPMENT SITE PLAN H Style: = 1' E O1' 8' 16' W S CONPIDENTIAL - THE NFORNATION HUM im mmBm J B-119 0 5 3 00 PR91SE OMER. OESa TIM DESa1: CONTAINED SHALL NOT BE USED FOR THE COX SR, JAMES R. COX SR RESIDENCE Chris Rollins BOUT NOR SHALL LL EXCEPT SOLARCITY MOLE INC., NOIMING s So~ar~ity NON IT BE DISMOSED IN IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array o PANT TO lO TIOTHERS OUTSIDE THE MOLE EXCEPT IN TOE BEaPFNT MoaAES MATTITLICK, NY 11952 THCANLITAN, E CUSEEPT'N CONNECTION NTH THE SALE AND USE T. THE RESPECTIVE VI (27) YINGLI YL245P-29b YGE-Z 60 SOLARCITY A vc"7 Mn PERMISSION EDUIPNENT, MTI UT E 8Po77EN PAM NNE sm. BEN DAIS =PEBNISSkxI OF so ABaly INC. CTHE N9ERU. r (65D) 838-1028 f(850) 838-1029 POWER-ONE AURORA PVI-6000-OUTD-US-Z 6312987333 SITE PLAN PV 2 7/18/2013 (=)-SOE-CIT( (785_20 m.adardtya PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT S2 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE W T POLYURETHANE SEALANT. ZEP COMP MOUNT C H ZEP FLASHING C (3) (3) INSERT FLASHING. -6' 10'-7" (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA LAG BOLT (5) (5) EA N WASHER. SIDE VIEW OF M P2 RAFTER: (E) 2x6 ® 16" O.C. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES (6) INSTALL LEVELING FOOT WITH B NTS CEILING JOIST: (E) 2x6 ® 16" O.C. (2-1/2" EMBED, MIN) BOLT & WASHERS. RIDGE: (E) 2x8 RIDGE BOARD (E) RAFTER MAX SPAN: 10'-7" STANDOFF MAX STANDOFF DISTANCE: 64" O.C. S1 wY Scale: 1 1/2" = 1' PV MODULE SSP\'~ 5/16" BOLT NTH LOCK INSTALLATION ORDER & FENDER WASHERS Digitally 3 signed by Abe De Vera LOCATE RAFTER, MARK HOLE S1 Date: 2013.0707.1 .18 15:19 53 ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT -0700 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH - ZEP COMP MOUNT C POLYURETHANE SEALANT. ZEP FLASHING C (3) (3) INSERT FLASHING. 6 13'-6" (E) COMP. SHINGLE (4) PLACE MOUNT. (1) (E) LBW (E) ROOF DECKING (2) (5) INSTALL LAG BOLT WITH SIDE VIEW O F M P 1 RAFTER: (E) 2x6 ® 16" O.C. NTH TH DIA LAG BOLT (5) ~LALINQ WASHER. WI „ f " O.C. SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH NTS CEILING JOIST: (E) 2x6 ® 16 (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. RIDGE: (E) 2x8 RIDGE BOARD MAX SPAN: 131-6" (E) RAFTER MAX STANDOFF DISTANCE: 64" O.C. #_g~NDOFF Scale: 1 1/2" = 1' CONIIOENTIAL - THE IWORMATION HEREIN am NDIem: J B-119 0 5 3 00 PREMISE oNIM DESCRIPTION: OESPt A-6116& CONTAINED SHILL NOT BE USED FOR THE COX SR, JAMES R. COX SR RESIDENCE Chris Rollins nTT IT SWMTTY NO1, MOLNTEIO SMM NOR NOR SHALL OTHERS BE DISCLOSED I THE RECIPIENTS OR Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array SolArCity PART TO ORGANRATIQT, EXCEPT N CONNECTION WITH MOOQES: MATTITUCK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (27) YINGLI # YL245P-29b YGE-Z 60 3oss w% SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN NVOUIR PAGE NNE SHEET., REY. DATE T:(65D) 83Sm Ma 8-1028 R(650) 9,402 1029 PERMSSON OF SOLARCITY INC. POWER-ONE AURORA PVl-6000-OUTD-US-Z 6312987333 STRUCTURAL VIEWS PV 3 7/18/2013 (BBB)-SOL-aTY (765-2489) ...~acyc. GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) /8 GEC TO (N) GROUND ROD one Number. Square D Inv 1: DC Ungrounded JIN (1 )POWER-ONE AURORA VI6 WTDA -(27)Y1NGU Y1245P-29b YGE-Z 60 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number. 75 058 383 Tie-In: Supply Side Connection Inverter, 60 OW, 277V~40V 208V, 96PV Module; 245W, 221.6W PTC, H4, 46mm, Black Frame, ZEP Enabled Voc: 37.8 Vpmox: 30.2 ISO AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER ((E)) 100A MAIN SERVICE PANEL (E) 100/2P MAIN CIRCUIT BREAKER Inverter 1 IND (E) WIRING CUTLER-HAMMER Disconnect CUTLER-HAMMER I DC. 5 Disconnect q POWER-ONE pa NOT ADIUS MIN. ACTTVATION TAGS B 35A C AURORA PVI-6000-OU7D-US-Z Dc_ I sma9(sl a 77 a, MP I Q ~ M, A Lt zav r___________-____-____ EGC J 2 ---------------/------J TAGE X+ Dp 1 WA/2P B &GFPIGFCI- 11 N (E) LOADS _ _ _ _ _ _ _ _ 2 S N(5) I EGC/ GEC ~0_________________J I (I)Canduit Kit 3/4' PVC, Sch. 40 N I I I I I - GEC' TO 120/240V SINGLE PHASE UTILITY SERVICE I I 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 SOLD BARE COPPER. of ((1)Gra d Rao- 5/8' x 8% capper B (1)CUTLER-HAMMER i DG222NRB (1)AMPHENOL H4YK DC -(2)ILSCO I IPC 4/0-48 Dlxannect 60A. 24OVac, Fusble, NEMA 3R AC Q Y Branch Mater, H4, Female mule ion piercing Canocter; Man 4/0-4, Tap 5-14 -(1)WTLER-II{{Ard 41 00N8 N{ SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Cramd/T1eu4d 60-100A, Cenral Duty (DG) 1)Y~Branch CanaLan H4, Mae S AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(I)CS RHAAxLEKR III DS16FK -(2) FFF RAAZSHA MT / 35R PV BAaffEED OLP , M. an IKI C (I )DDonxt 60A, 4 2a4DDOVm Nm Disc -Fusble, tEMA 3R -(I) iJ -NMME e6MA. Gen•d Duty (DG) 1 AWG 46, THWN-2, Black 1 ANC 4a THMN-2, Black 2 AWG 410, PV MKiE. Block Voc = 302.4 VDC Isc = 17.26 ADC T 2)AMG D, PV DI 1O 1)AMG 0 Said CE EGC VVoc m = 415.8 VDC Isc = 8.63 ADC O ~(1)AWG 16, IHWN-2. Red rA-) (1)AWG 48. THM-2, Red OfdT-(1)ANG /6, SdKIBare Capper EGC Vmp =241.6 VDC Imp 16.22 ADC ( (1)AMG fS. THMN-2. Whitt NEUTRAL Vmp =240 VAC Imp=28 AAC (I)AWG 410, THMN-2. MHRe NEUTRAL Vmp =240 VAC Imp 28 AAC FJ + ® B°° p = 332.2 VDC Imp= 8.11 ADC ....-(1) AMG 11d.. Solid Sm. CaPP!/. (£C_ _ .-(i)Cap4git Kil, ][4' PVC, Sdh. W_ ......-(I)AYIG 48.. 7I01114-24 . Q'em ..EGC[GEC -(1)CaMuN. Kit;. 3L4' PVC, $5h, 10.... (4)AMG i10, PV WRE, BIwA. ........Voc . -302.4 VDC Isc =8.63 ADC O ro'F(1)AWG /6, Solid Bare Copper EGC Vmp = 241.6 VDC Imp= 8.11 ADC I CONFIDENTIAL - THE INFORMATION xERDN joENUMECR, J B-119 0 5 3 0 0 PREMISE OVER DE9311PRaE am 1140 CONTAINED SHALL NOT BE USED FOR THE COX SR, JAMES R. COX SR RESIDENCE Chris Rollins BEHEST OF ANYONE EXCEPT SED SIXARDTY INC., M Mou : ~~So~arCity Nat SHALL IT BE DISCLOSED MHOLE OR R IN Comp omp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array a PT IN T ON RECIPIENTS PART Z OTHERS OUTSIDE aNGAwunaN, EXCEPT IN cONNEC110N WITH MODULES: MATTITUCK, NY 11952 THE SALE AND USE OF THE RESPECTIVE (27) YINGU # YL245P-29b YGE-Z 60 Dune War SaARCITY EQUIPMENT, W1MOUT THE WITCH M~~, PAM NNE SIEEn REV. DALE T:(650) 838- 028 C (BW) 838-7029 PFAMSSIa4 OF saataTr INC POWER-ONE AURORA PVI-6000-OUTD-US-Z 6312987333 THREE LINE DIAGRAM PV 4 7/18/2013 (BeB)-SOL- CITY (765-2489) we.wardty. a I . Conductor Sizing per Art 690.8(A) a. Conductor must have 30 deg. C ampacity 125% of continuous ELECTRICAL CALCULATIONS current. b. Conductor must have (after corrections for conditions of use) Module: 27 Yin li YL245-29b YGE-Z 221.6 Inv Power WPTC Voltage Drop Calculations Version 5 8.0 continuous current per Table 310.16. Inverter 1: 1 Power-0ne PVI-6000-5 0.965 6000 5773.79 Vdrop = Im 2' Len ih • Resistance / mp) Module: Imp (A) I Max. Len h ftWire c. Evaluate conductor temperature at terminations per 110.14(C). Inverter 2: string: 8.11 80 AWG_lo at Max Ave Hi 86 degF Vdrop= 8.11 1 1 90hms / 217.6816 Ampacity of wire derated for conditions of termination must be Module: 0.54 Inverter 3: Branch: 16.22 50 AWG_10 at Max Ave Hi:86 d F continuous current*1.25. All string terminations are rated at 90* C. Module: Vdrop= (16.22 1 O-UU12qOhms) / 217.6"16 0.92 - - - - - - - Inverter 4: Total voltage droin DC wnductors = 1.46 2. OCP Sizing per Art 690.8(81(1) Inverter: 8.11 zo AWG_8 at 240V Vdrop= 6.11 hMS / 240V 0.10543 a. Round up to next size p +t per Art 240.4(() Total: 27 Modules Total Inv Pwr: 6000 5773.79 PTC Combined o 0 at Photovoltaic Module Electrical Specifications, Total STC: 6615 Vdrop = (0 Ohms) / 240 0 V V 0 3. Conductor Sizing per Art 690.8(A) Voc: 37.8 V deg F deg C a. Conductor must have 30 deg. C ampacity 125% of continuous Vmp: 30.2 V Record Low Temp: 5 -15 Total voltage drop in AC conductors = 0.11 Current. Isc: 8.63 A Max Average Hi Temp: 66 30 Total voltage drop in AC and DC conductors = 1.57 Imp: 8.11 A Record Hi Temp: 89 32 b. Conductor must have (after corrections for conditions of use) Tvoc: -0.12474 V/deg C rsc: 5.178 mA/deg C COOt10U0as current per Table 310.15(B)(16). String Type A and 2 Combined Strings Type A Voc Correction Method: Manuf Tvoc data Branch Circuit Tvce A 1 way wire length: 50 c. Evaluate conductor temperature at terminations per Art 110.14(C). Power-One PVI-6000-5 Voc Inverter Min Correction Vdc Factor: Input: 120 2 strings per branch l strings per branch 2 Am acit of wire derated for conditions of termination must be > 8 Yingli YL245-29b YGE z 8 modules per sertes string 11 modules per series string p y Voc= 302.4 Min Vmp at Max Temp: 217.68 continuous current*1.25. All branch terminations are rated at 75 G Max VOC at Min Temp: 342.32 Voc= 302.9 V V = 415.8 V Vmp= 241.6 VP= 241.6 V Vmp= 332.2 V min' Ism 8.63 Inverter Max Vdc Input: 600 Isc= 17.26 A Isc= 8.63 A - - - - - - - - - - Max Siring Size: 14 Imp= 8.11 Imp= 16.22 A Imp= 8.11 A 4. OCP Sizing Icont= 10.79 Art 690.8(A)(1) 1-way wire length: 80 Iwnt= 21.58 A Icont 10.79 A Art 690.8(A)(t) a. Round up to next size per Art 240.4(8) i.a Conductor. AWG_10 PV Wire 2.a Conductor 1: AWG_10 PV Wire Conductor 2: AWG_30 PV Wire 5. Conductor Sizing per Art 690.8(A1 loont * 1.25 = (Amps) 13.4081 Ca or 1 Co jud«2 a. Conductor must have 30 deg. C ampacity > 125% of continuous 30 deg C ampacity - qIcont • 1.25 = (Amps) 26.97 13.48 Current. l.b Iwnt= (Amps) 10.79 30 deg C ampacity = 40 40 Start ampacity 40 2.b Iwnt= (Amps) 21.58 10.79 Temperature derate (%=F) 0.71 Start ampacity 40 40 b. Conductor must have (after corrections for conditions of use) Conduit fill derate 1 Temperature derate(%=F) 0.76 0.76 continuous current per Table 310.15(6)(16). Derated am city 28.4 Conduit fill derate(%dA) 0.8 0.8 1.c Derated ampacity 24.32 24.32 c. Evaluate conductor temperature at terminations per Art 110.14(C). Icont' 1.25 = (Amps) 13.48 2.c Term 1 Term 2 Ampacity of wire derated for conditions of termination must be Ampacity 40 Temptable 75d c 75degc .25- 1 1 .97 26.97 continuous current*1.25. All inverter output terminations are rated at 1.d Icont•1.25=(Amps) 13. Ampacity ty 48 Icom•1 (Amps) 2635 35 75' C. ocP Size = is - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Inverter Tvce A OutDU[ 2.d OCP Size = 30 15 6. OCP Sizing Power-One PVI6000-5 1 way wire length: 10 ft a. Round up to next size per Art 240.4(B) Icont= 28 A Art 690.8(A)(1)~ Combined Inverter Output Service Voltage= 3.a Icont ` 1.25 = (Amps) 35 Art 690.8(6)(1) Total Inverter Power- 1 way wire length= 0 7. Conductor Sizing per Art 690.8(A) OCP Size= 35 Art 240.6L A) of invertere•max inverter current Art 690.8(A)(1) 3.b Conductor: AWG_8 THWN-2 at 90 deg C: Table 310.16 lcont = (Amps) a. Conductor must have 30 deg. C ampacity 125% of continuous Icont•1.25=(Amps) 35 4.a IcoM•1.25=(Amps) Art 690.8(B)(1) current. 30 deg C ampacity = 55 OCP size = Art 240.6(A) 7c Ioont = (Amps) 28 4.b Conductor: THWN-2 at 90 deg C: Table 310.16 b. Conductor must have (after corrections for conditions of use) start ampacity 55 Icont ` 1.25 = (Amps) continuous current per Table 310.15(B)(16). Temperature derate (%=F) 0.91 30 deg C am achy = Conduit fill derate 1 4.c Iwnt = (Amps) 50 c. Evaluate conductor temperature at terminations per Art 110.14(C). Derated ampacity .05 Start ampacity 3.d Iwnt•1.25=(Amps) 35 Temperature derate(%=F) Ampacity of wire derated for conditions of termination must be > Conduit fill derate continuous current*1.25. All inverter output terminations are rated at Ampacty 50 Derided ampacity 75' C min. 4.d Iwnt' 1.25 = (Amps) Ampacity CONFIDENTIAL - THE INFORMATION HEREIN rob Hu em J B-119 0 5 3 00 %70 "AN°` DEMTIaE OEM CONTAINED SHALL NOT BE USED FOR THE COX SR, JAMES R. COX SR RESIDENCE Chris Rollins Z BENEFIT OF ANYONE CEXCEPT IZED IN SOIACWY 111C., YOINTBG 51SIEIt ~•irri \~'L "OR SHALL IT BE asaDEET IN "'wLL OR IN Comp Mount Type C 2595 WESTPHALIA RD 6.615 KW PV Array J O'~ty. PART TO OTHERS OUTSIDE THE CONNECTION NT TEXCEPT IN HE IZSALE AND USE of THE ECCTYE ((27) YINGLI g YL245P-29b YGE-Z 60 MATTITUCK, NY 11952 3055 G1eg fty SOLAROTY EQUIPMENT. WITHOUT THE WRITTEN PAGE NAYS SHEET: IVY. DATE Sm Mntaa CA 9402 INVERTER: T.(650 &35-1025 PERWSSITN OF SOARaTY INC. POWER-ONE AURORA PVI-6000-OUTD-US-Z 6312987333 ELECTRICAL CALCULATIONS PV 5 7/18/2013 (8M)SDDi-aTY 77655-2489) „r. tiya:m SolarCity SleekMount'rM - Comp SolarCity SleekMountT'" - Comp The SolarCity SleekMount hardware solution • Utilizes Zap Solar hardware and UL 1703 listed ' Installation Instructions is optimized to achieve superior strength and Zap CompatibleT. modules aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and • Interlock and grounding devices in system UL Drill Pilot Hole of Proper Diameter for mounting clamps, combined with the addition listed to UL 2703 Fastener Size Per NDS Section 1.1.3.2 of array trim and a lower profile all contribute • Interlock and Ground Zap FTL listed to UL 1703 Seal pilot hole with roofing sealant to a more visually appealing system. SleekMount as "Grounding and Bonding System" utilizes Zap CompatibleM modules with • Ground Zap UL and FTL listed to UL 467 as insert Comp Mount flashing under upper strengthened frames that attach directly to grounding device layer of shingle Zap Solar standoffs, effectively eliminating the Place Comp Mount centered need for rail and reducing the number of • Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition . Anodized components for corrosion resistance • Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. • Applicable for vent spanning functions Secure Leveling Foot to the Comp Mount using machine Screw • Place module • Components • 5/16" Machine Screw • Leveling Foot Lag Screw Comp Mount • Comp Mount Flashing o Can %ma wa r;. SolarCity January 2013 ~~n~ O UL USTED SolarCity January 2013 YG E - Z 60 VL2P-29b ' YL24SP-296 YG E - Z 60 CELL SERIES Powered b VINGLI CELL SERIES YL240P-296 YIN lAR ® Y YL235P-29b ELECTRICAL PERFORMANCE YL230P-29b U.S. Soccer Powered by Yingli Solar GENERAL CHARACTERISTICS Module rypa YUSOP-291, T1265P-291, Y13WP-29b Y2351`-29ob Y123M-2% OimenYOm ll/v.•/M M%'n 1165arsomnar ;nfl90 m m1/ Peva, oulPM P.. to 250 2u 2W 235 lBt 2J0 inpSmM Pa upon tolerances III W Nay - Wagh, 453 xr 120.5 kg1 C Ideal for residential 6adul. eMd.my or. x tss ss.0 14.7 14w 1u and commercial applications where cost savings, VA'.ne - It 30.4 30.2 295 29.5 29.5 cu. neP..v a. A e.x coact 111 z97 ].w PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. opxudrtdlvohae. V. V 3se 37.8 375 37.0 37a Nw bxofineduleepe, 11.1 2J Sb narant _ 6 A 8]9 - 8,63 8.65 111 320 Nunbx d panda pr s3' melairwr 36 STC MNI/'naluna 25C santrasam, oval 59 gmrvm nawtlvg b EN 6WJ43 _ .1.nola-.=; rHxtwn d 50%r..'xxo-d, as ON cmPo l Paabag,g ba dmwu'vu IL WAQ 67 in ones my/as;, 11150 mo r Lower balance-ofrystem costs with Zap 47.0110 ^"'I Bus weight 10761h 1488 Eg1 Compatible- me. Pow, supul I W 181.1 177.9 174.3 1]0.] 167.0 r Reduce on-roof labor costs by more than 25%. valloent toloo. V.rr v 2'e 27.2 26.6 261 26.6 Unlte Inch (rem) r Leverage the built-in grounding system- pnmt at P.... Lee A 6.56 6.54 6.56 6.az 629 - 30se iowe f it's mounted, it's grounded. oP. nwlaq. w v 3s4 34s 34s 33.8 33.4 3t65 1811461 0 193y r Lower your parts count- eliminate rails, screws, SM < rtwl dome I A 7,13 699 ].oi 6.92 6.81 - - - - - - - mounting clips, and grounding hardware. xoe]. opa.e:a;t mm.le,perxA. I,- on em v/ m';,.,d„,a. zmc-cour 1.1ra.a.1 It Ntd opted THERMAL CHARACTERISTICS P Design and permit projects easily with access Nuniulepxeag aNarryxalue to layout calculator and stamped drawings. noct c 46a1-2 7 Tmg.,nex. ca.Mdam or v.... r to u1s • • Temperalu. eeelOtient o1 V: M. to -0.33 , Lower installation costs with savings across Transmissions; cn.fm.m a 6 m. -tvc o.06 Ci-tons balan® 6 ~ equipment and labor. n-to 2x (6) - - Temperaturecon ltlent W Vme Or tHY `0.45 ° °c 8 , Minimize roof penetrations while maintaining 4 - - $ S the system's structural integrity. OPERATING CONDITIONS r Invest in an attractive solar army that includes ® M,,, exam mxoe• elxlva Mam,ns ale: a-0.256a0315105.01 a black (ranee, low mounting profile, and 6 x., s.,l rW .nay - 54 aesthetic array skirt. -o - - umn;rg naver.es anam 152 r Increase energy output with flexible module sui2oilds`I(,. I c Opxeag amPxaNn nrg. dOto 196•F (JOm 90•CI layouts (portrait or landscape). ZEP COMPATIBLE FRAME, M.a.m olno Inane pogo-and.mm 50 orsof 124W Pet 3W 11001 , Trust in the reliability and theft-resistance of M.e..uee load, bon leas. no 50 Pd cam, too b n -1x- 10 the Zap Compatiblex system. .2% of rat my ensures Haleon.;mpat 91 11 on (25 mm) an sl mph 123 most ` 91.2% of rated d power ower for or 1 10 0 years, rs, and 80.7% of rated power for 25 years . a AC SOLUTION OPTION CONSTRUCTION MATERIALS The YGE-Z Series is now available as Front o,er(maanal/type/minmsol L - glass /amperM/32 mm Z ~sECTION C-c 10year limited productwamdnty. Glen may lave nu~elk tiue rowng an Enphase Energized" AC Solution. call (l-nati y/mmdotM•/a;m.mlm? m/ p ya5c n / muldn"alfre / This solution delivers optimum .rw4oibW..y 156 ue m/za3.3 cm=/zo,3 performance and integrated intelligence. In compliance wkh cu, wamnry tans and conditions. Erwpwl nt Imronhp Ethylene vinyl xrtm 1EVA) [361351 The Enphase M215-Z Zap Compatible Micteinverter F.om. Mne•mpcew) Mooted!.1-nuo e3 IWood, ' Q Wamirg. Read the lottallation and User Manual in to entirety is g designed to connect th directly into the Z Series module zmnbo pWIP.,e oodw m/1 beam handing.installing, and operating rngb modules. groove, eliminating ng the need for for hotels or fasteners - cable arPa/anetlv9eos/xndd. axread ww;re /4J3t ;n ntap mmlznwG /ozMmm.z ram) a with one eery step. UL 1703 and ULC 1703, CEC, 1FSE{5 S aj 1W8, Hogmnrenw Amphmd/x4/IPeB our Partners 1500140 la!001:2004. BS OHSAS 100m:22007], . 828000 (m.Maatua,/LrWPrttenion detonate cz 0mm ryy. The zpedf [ions in this dalasheet are not guarsmeed and are wbjea to change without poor notice. CE Thin datashss, om cplies with EN 503&1: 2(103 requnemena ounnumnt oirtni m m owc Ieouau ® - monito . dule tohes ystem flrr a,d module level with Enlighten. Yingli Green Energy Americas, Inc. into®yingliamericas.com Tel: +1 (888) 686-8820 YIN(7]~tLAR YINGLISOLAR.COM/US ~ IIII GE YINGLISOLAR.COM/US YingliAmericas Otago;G,aen Enxeyxeldrg Co.Ltd.I YGE160Ce1I5raot2012_EH2012M-V0I U.S. Soccer Powered by Yeali Solar e , n power-e~e® AURORA Renewable Enei Solu2Yans r r r e . PVI-6000-OUTD-US TECHNICAL DATA VALUES Naminal(lutpitPowa w 5000 6000 Madnrum Output Pmnr W 5000 6000 • Ratnd Grld ACVoinge V 208 240 222 208 2,10 272 b1P!IS7Mpski NumberofhMapenceMMMTChanneh 2 2 PVI-5000-TL MaffinumusabhP -re I.EadhChannel w 4000 \Y`,i,..\•...-~~~`,.',...::::a :Y Abwhde Madmum VOkagervma.l v 600 600 start-up Vat"Wrtart) v 200 (adj. 120-3501 200 (a412o-3501 PVI-6000-TL FLAPawer MPPTwdragellange v 20 530 200-530 Operating MPPTVWtageRaga V 0.1xVstart-580 0.2xVstart-580 MWmum Cumnt Odm )lorboth MPPTIn PamlW A 36 36 Madmumlhabh Cu entpa Chamwl A 18 18 GENERAL SPECIFICATIONS AAWM Slow CiMk CuwentUmftpw Channel A 22 ll Numbs Of WiretandhgTerndnals Px Chamrel 2Pairs 21Pors OUTDOOR MODELS • Amay Vfiftlermlowdon Terminal block Pressure Clamp, AWG8-AWG4 Grid Connection Type 10/2W Split-0/3W 10/2W 10/2W Split-0/3W 10/2W AdlustableVohegeba it pfinbs-Vmax) V 183-228 211-264 244309 183-228 211-264 244304 (r' Grid imquency Nz 60 d I' t 0 Adjustable Grid FrequencyRange Hz 52fi0.5 si,S Matlmumcurrtnt (lacmx) Aue 22 23 20 30 28 24 yrr Powx Factor >0."5 >0.995 TOW Harmonic Distortion At Rated Power % <2 <2 CaMdbutary Fauk CumnP• AodA- 3625/25.63 365/25.81 305/22.45 36.25/2563 36.5/2581 31.75/22.45 Grid WbhgTaminWm Type Terminal black Pressure Clamp, AWQ-AWG4 PMIFLWnDMon a. Remo Polaotty Protraction Yes, Yes Ova-Vokage ProtecNOn TYW Vadsmr, 2 for each channel Varistoq 2 Ameach channel PV Army Ground FauN Detection Pre start-up Rise and dynamic GFDI Pre start-up Rise and dynamic GFDI outp-A ("WeesFloatirhg Arrays) (Requires Fbamg Arrays) Antilslanding Protection Meets UL 1241AEE1547 requirements Meets UL 1241 AEE1542 requirements s: Over-Vahage ProtectionTyxi Wristoq 2(L,-L2 /L-G) VariRw, 2(L-L,/L,-G) lAa mACOCPDRding A 35 30 25 40 35 30 Mdlllty Madmum Efitlency % 97.1 92.1 CECEMtle" % 96 965 95.5 9fi %.5 %5 Stand-by CUnsumptiam W. c8 <8 11"tmw.ciption W. <0.6 <0.6 oiwo"mob User-LetMau 16 characters x 2lines LCD display Rema6e Moral what/ MAWS iacl) AURORA-UNWEAL(oPU Wimd Loral Monitoring (1dRS4es facl.) PVWSB-RS405_232(opt), P"ESKTOP(opt) Wkdm Local Monitoring PVI-0ES1(TOY(opt.)wfh PM DIOMODUU(opt) Ambient Air Oparatiltg Temperatum Range T('q -13toa140(-25to+60) -13 to+140(-25 to 360) Ambient ArStange7empenture Rarge with dera&ig above 122 (50) TM -44) to 126(-40 to +W) 10 W 1]6(40 to +80) Rdatiw NUmidby %RN 0-100 condensing P100 condensing • Acoustic NoHehmissionii.4 db(A)@1m <50 <50 Madman Operating AMMudewhiout Derating ft(m) 656() (20110) 65W(2000) Emlos. rating NEAIAU NEMAU Cooling NaturalCoomection Natural Convection Dlmenfions(HSW.0) in (mm) 41.4 x 12A x 8.6(1052 x 325 x 218) Weight la (kg) <59.5(22.0) <59.5(22.0) ShlppingWelght Ib(kg) <28(35.4) <78(35.4) M-Rtt"SYOM Wall bracket Wall Locket ConduitCmnedions Trade Size Kos:(2ea x)R') Trade Sim Kos:(2ea x 1R') and(2eax 1-1/413 plaee; side, honk rear) and(teax1-1/4; 3 places side, front rear) DCSwitch Rating(Per CaNcl) AN 25/600 25/600 haxi"Lend Transfo,merhss(Floating Array) Transfmmmless(Floating Array) SaMyandEMCStandard UL 1241, CSA-CM N. 1W.1-01 UL 1241, CSA-MI N. 102.1-01 Sddy Approed CSA. CSA. 1, Stm&dWarramy years 10 -10 Eztmded W.n" years 15&20 IS&20 AiglibldfAedLla Stallard-With DC Switch - Floating Amy Pw-SOOD-OUTD-US PV1fi0W-0UTD-Us • • -t . •NdnuwNmmtlu,4wNw, wMe "Ynarln [a, apr61l,a1 mHh a.rtn,.lrtin MI cpen .e.. e CSA Group Certificate of Compliance Certificate: 1841082 Master Contract: 173688 Project: 2550432 Date Issued: August 20, 2012 Issued to: Power-One, Inc 740 Calle Plano Camarillo, CA 93012 USA Attention: Robert White The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. ® Bry AggarwaL CDIssued by: Brij Aggarwal, P.Eng. C us PRODUCTS CLASS 5311 09 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 531189 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-6000-OUTD-US, PVI-6000-OUTD-US-W and PVI-5000-OUTD-US, permanently connected. Notes: I. All above models in this series may include expansion board with wireless antennae option and will be identified with model designation including' -T' suffix at the end. 2. For details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record, Annex A of the Certificate of Compliance, or the Descriptive Report. JL npn 507 Rc, 2012-05-22 P., I