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HomeMy WebLinkAbout38441-Z yr Town of Southold Annex 4/10/2014 Zid P.O. Box 1179 54375 Main Road ffi Southold, New York 11971 V3 f CERTIFICATE OF OCCUPANCY No: 36858 Date: 4/10/2014 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 145 Osprey Nest Rd, Greenport, SCTM 473889 Sec/Block/Lot: 35.-6-36 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/9/2013 pursuant to which Building Permit No. 38441 dated 10/24/2013 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 panel system on an existing one family dwelling as applied for. The certificate is issued to Bettler, Anton & Milne, Marla (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38441 4/9/14 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY **4 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 38441 Date: 10/24/2013 Permission is hereby granted to: Battler, Anton & Milne, Marla 145 Osprey Nest Rd PO BOX 732 Greenport, NY 11944 To: installation an electric solar panel system as applied for At premises located at: 145 Osprey Nest Rd, Greenport SCTM # 473889 Sec/Block/Lot # 35.-6-36 Pursuant to application dated 10/9/2013 and approved by the Building Inspector. To expire on 4/25/2015. Fees: SOLAR PANELS $50.00 CO - ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 t Building Inspector Of SO!/lyolo Town Hall Annex y Telephone (631) 765-1802 54375 Main Road T Fax (631) 765-9502 P.O. Box 1179 CIO roper. richert(a)town.southold.ny.us Southold, NY 11971-0959'2 o~yCOU~,N~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marla Milne Address: 145 Osprey Nest Rd City: Greenport St: NY Zip: 11944 Building Permit 38441 Section: 35 Block: 6 Lot: 36 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 NO Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 7.595 KW roof mounted PHOTOVOLTAIC SYSTEM to include, 31 solar panels, 1-Solar Edge 6000 inverter, and A/C disconnect Notes: Inspector Signature: Y: _ Date: April 9 2014 81-Cert Electrical Compliance Form.xls i' ,1,OF SOUry~6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 REMARK'S: DATE q l INSPECTOR 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. 57~ Check Septic Form N.Y.S.D.E.C. Trustees F Flood Permit Examined 20~ D ~ Storm-Water Assessment Form r OCT -9 2013 tact: Approved (O 20j Mail to: Disapproved a/c BLDG. DFPT. TO'VA 01 SOIITHOLO Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date lCJ 20L_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. J (Signature of applicant or name, if a corporation) ckmsft (Mail' address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises _ Inn I/V~' A r-e(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. SalU .S 7 - j-1 Plumbers License No. Electricians License No. -:1-1 Other Trade's License No. 1. Location of landpn which proposed work will be done: r~ f hCILIV House Number Street' / Ha let County Tax Map No. 1000 Section 0 Block b Lot 7b Subdivision Cleo 0^ Pia nJT Filed Map No. a 1CZ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ac tip I -f - (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units_ i Numitr 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. 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 \\,,MM "d. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 0 9- Size of lot: Front Rear Depth 00. Date of Purchase Name of Former Owner AO 1. 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 }-AL C-rt2fri -f 14. Names of Owner of premises "-AdA IM i U A Address N~ 5~1~f one N4L2 ) U777- IM/ It- Name of Architect Address TTPhone No -r Name of ContractorS a ur C~ Address J ? Phone No. -1 L 3 Z 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 1 _ xtL!o (e4oo C ei t 4^ being duly sworn, deposes and says that (s)he is the applicant (Name of individual) signing contract) above named, (S)He is the Cr Co uacto gen rporate Officer, etc.) of said owner or owners, and is du orized 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 efore me this day of 0~ GK No blic LISA R. aIGHAM Signature of Applicant Rotary Public. Stale of New York Qualified in Sulfok County No. 01810221552 Ay Commission Expires 051031 113 ON t j Sw HA oar SS875MmB * Tdwbom (681) 765-1802 Road PAIL BCK 1179 smdbd,(, NY 11971-0939 BUHMM DFPAR AMT TOWN OP SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION BY: Date: /p Name: No.: J I 'J~J E No.:. can c-e, JOSSITE INFORMATION: ('Indicates required infonnadon) 'Nerve: •AddFum-7 7 - 7 stns 'Phone No.: Permit No.: Tax-Aft District: 1000 Section.` Block Lot: 'BRIEF DESCRIPTION OF WORK (Please Print Clearly) ' W1n(>r1 t 31 Sal cr an Is CA L 2 2 (Please M Thw Apply) 'Is job ready for inspectiorL Rough in Final `bayou need a Temp Certificate- NO Temp kdbnrmdon (H needed) Vervloe Stae: 1 Phase Whose 100 150 200 300 350 400 Other *m sw&e. wed Underground Number of Meters Change of SeMce Omhead Additional Information: PAYMENT DUE WITH APPLICATION a2 far kwPG M Fonn Irv SolarCity. April 81h, 2014 SolarCity- Long Island RE: Structural Engineering Approval Letter Project: Milne, Marla 145 Osprey Nest Rd. Greenport, NY 11944 Project ff: 119068 Building Permit No. 38441 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, holding the system under 120 mph wind speeds. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact the office. Sincerely, pF NEiy p JIM D APR 10 2014 0 n ; - ~FESIBI Yoo Jin Kim, P.E. Digitally ooJin Kim Civil Engineer Date: 2014.04.0808:54:59 -07'00' 3055 Cleamew Way San Mateo, CA 94402 T (650) 638-1028 (888)SOL-CITY v (650) 638-1029 SOLARCITY.COM ov, T r a 1 ! u, 3 ! y T~ 7? pct . rr.'c .,1 ? , `1 • t, YA op 09 41 r .r " ; , 1 i•' fi 1 , fir' 414 16 .tom, ti ~4 'Al 1 i • "yx ?e , Yea ~ a 04. r• 'V 5 ~ - ' ' ~ v.r~4\+~ • gip. ~*,wt+.,.*n'- . t-= ~ ~ ``ice' ~1y,'~, ~y ~yit ` ~ d •Apl, Itz. 04 A, AIV, wf ,.,,a G'a Y-'..+1 t - ?^I !-i r t p~ 3t• 1 0 44 w M' Ys ci • I • t f'` ~ r r i ~ - y*• f4 ~y • K r + ffltv, Y "iota # t,~ati S?,. 10. ~r? ~ +.f a{~ Rio, 00, F s k ! J 1 ~ 1, r ~i!"~'''~',~. ~ y , q Wl 2i P i f t ,A ~ . ~.•le ~*'Y f~ ' J` rj~-- 'fir . r t s~( ~{'r~ ~ ~~..ac'' - c~`~ ,~5. ' • ~ ' ~S a ti, F~_ ~"TF~i 1 •~'•~.,0 1>'. 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TAX MAP MAT i GIST. SECT. t~ h tDOO o3S . q s.9s Jl ,o•-s,. - Bleb' La CA/"!GM MsaP 9 Cot' KO/losu I~Lpad ~ ~ ~ ' sC. JOO'c $aL vliie , N. Y, r1~09 i ~'C'. I t TEI. li2d -tIa'O SUffO ? Cu tai`! DEP < < ' i h~xLTH SER:~lC L• t. cL4~ -~~OS ter: GtiLI c ac. 4,0*= /r, „ i~ oY MAR $ _ DAT- $ ova other a ..e ,!.y, ~a"".w.wr*erlar eu^wer.y,eed ~+x'oe o D: Chie o. uieau o. t;astev;a eralariagEtnant , "1ep0pS o ~i e ~.1 ' ' l ? a~ +9iYr 'i` "W.- Bs t ~v -enY. uu,,.mr h~" i4+ `~4 Y o 7 ' - ^ Mar. atiA40. f= ~A7 ,..b '^.riwtan Gated he fie^q•.,y J ds:w.eas W rep, Yt Q iA' ~.~ZE6!'/'X~t7 '~1 "-~;>:alynws sre eot er~gs~repy 0 for ; SS3~IAY3~ 'e ' / Bea c h Are a - i0 j~Q1 17~TF#!L ~:y • 3 GORING LOT ~ 9 ~ - 686! gz Ny?y RMgo~/fi~~I(~ A~r. SZ/, 1987 ~Ar~P KVgyM . V u -TTS(•YL. t o` LICUUM LAND SURVEYORS n~ yo ~°,~c! rturrSaa twtar OREEMFO!~T Sp' ~ - _ . - NEW YORK y 6~ ~qHp 9 i STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured (650)963-5161 Solaraty Corporation 3055 Clearview Way lc. NYS Unemployment Insurance Employer San Mateo, CA 94402 Registration Number of Insured 49-892m WorkLoeation of Insured (Only required fcovnvge w*ecJJica9y dazind o certain keodons in New York State, Le., 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 "Is" Town of Southold WA7-66D-066265-023 54375 Route 25 Southold, NY 11971 3c. Policy effective period 9/112013_ to _9/1/2014 3d. The Proprietor, Partners or Executive Officers are ? Included. (0* check box H M partwrdMners hdadad) X all excluded or certain parmuslefficers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "le" for workers' compensation under the New York State Workers' Compensation Law. (To ass this form, New York (NY) mast be lobed ender 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". 7heInsurance Carrier will also rot fy the above certiflw te holder within 10 days IFapolky acanceleddue to nonpaym car ofpremitmhs or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverageindieatedonthisCenificam (7hese notices maybe sent by regularmail) 06brwise,&bC4H*aatisv&Wforoneyewafter tkis form is appro ved by rice insurance carrier or its licensed agent, or anti) the policy a kvalon doer listed in bar "3c", wkickever is £l~Eti 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 tuned 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 Lko 1122887 (print m e of sadmda d tepeaenudiw err HCMIW "Mt of kairst c t Artier) Approved by: t~ll/V/IoC_ iY_P~ _ /14 0/2013 (sis"WM) L) (Deft) Title: Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier. 213-443-0775 Planar Now Only insurance carriers and their licensed agents are authorized to kshhe Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-07) www.wcbstaftny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering Into contracts unless compensation le 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 dcfiwdbythis cbspter, andnotwithsmodiog any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof6* subscribed by an insurance carrier is produced in a form satisfactory, to the chair, that compensation for all employseshasbeen secured as provided by this chapter. Nothing hetem, however, shall be construed as creating any liability on the part of such state or municipal deparmxnt, 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 into any contract for or in connexion with any work involving the employment ofemployew in a hazardous employment defined bythis chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any sock contract unless proofduly, subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employaw has been seemed as provided by this chapter. C-105.2 (9-07) Reverse A d CERTIFICATE OF LIABILITY INSURANCE 0 °9/09/2013 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 ceriNicate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. H SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsemenL 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 ~CONTACT E Brendan Quinlan Arthur J. Gallagher a Co. NAME' FAX EIM, Insurance Brokers of California, Inc., License #0726293 415-536-4020 AIC No: 1255 Battery Street 0450 AppREgg; brendan quinlsneajg. coM San Francisco, CA 94111 INSU 8 AFFORDING COVERAGE NAICe INSURERA: LIBERTY MIT FIRE INS CO 23035 INSURED INSURERS: LIBERTY INS CORP 42404 SolarCity Corporation INSURER C 3055 Clsarview Nay INSURER D: Sao Mateo , CA 94402 INSURER E: ;SURER 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 TYPE OF INSURANCE POLICY NUMBER POLICY IMMUDDYYYYI EFF POLICY E7(P LIMITS LTR A GENERAL LMATY TE2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 E COMMERCIAL GENERAL LABILITY PREMISES Ea $ 100,000 CLAIMS-MADE OCCUR MED EXP(Any are Pwa $ 10,000 X Deductible: $25,000 PERSONAL 6ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMPIOPAGG $ 2.000,000 E POLICY PRO- LOC S A AUTOMOBILE LIABILITY AS2661066285043 0910111~ 09101/14 OMB NEO SING LE LIMB Ea acodeM 1,000,000 $ ANY AUTO BODILY INJURY (Per person) S ALL OWNED F-] AUTOS SAUTOSULEO BODILY INJURY (Per acddenQ $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per aedden $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ E%CEBa LAB CLAIMSMADE AGGREGATE $ DED RETENTION $ H WORKERS COMPENSATION NA766DO66265023 (Dad) 09/01/3.1 09/01/14 a WC STATI4 0714 AND EMPLOYERS' LABILITY B ANYCER)MEETORIPARTNDED? UnvE YIN WC7661066265033 (NI Retr ) 09/01/1 09/01/14 E.L. EACDay LIMITS H ACCIDENT S 1,000,000 (MaOFFICEcry I. NH) E.L. DISEASE - EA EMPLOYE $ 1,000,000 Ryyeese PTM der DESCMRIPTION OF OPERATIONS below E.L. DISEASE. POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (AUach ACORD 101, Addabnel Reasrks ScMdels, ff. s is reels I 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 AUTHORMED REPRESENTATIVE Southold, NY 11971 f~ ax II8A ur ®1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD dja= 35643658 AGENCY CUSTOMER ID: LOC ACCO d ADDITIONAL REMARKS SCHEDULE Page of Arthur J. Gallagher 4 Co. NAMED INSURED Insurance Brokers of California, inc., Licenee #0726293 SolarCity Corporation POLICY NUMBER 3055 Clearview Nay CARRIER NAN: CODE San Nateo , CA 94402 EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM 13 A SCHEDULE TO ACORD FORM, FORM NUMBER: FORM TITLE: NC Policy # NA766DO66265023 (Ded) includes Deductible: $150,000. ACORD 101 (2008101) ® 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD solalcity 3055 LYearview Way San Mateo, CA. 9102 (W) SOL CITY 1765-248911 Ww Sola,dt9.mm October 3, 2013 Project/Job # 119068 RE: CERTIFICATION LETTER Project: Milne Residence 145 Osprey Nest Rd Greenport, NY 11944 To Whom It May Concern, A jobsite survey of the existing framing system was performed by an audit team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = 2010 Residential Code of NY State, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 120 mph, Exposure Category C - Roof Dead Load = 10.5 psf (All MPs) - Roof Live Load = 19 psf (All MPs) - Ground/Roof Snow Load = 20 psf Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19946 < 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 only applies to the section(s) of the roof that directly supporting the PV system and its supporting elements. After this review It was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. Sincerely, of NEWS aP~ap °w x,09 Yoo Jin Kim, P.E. y 1 Civil Engineer Main: 888.765.2489, x5743 W email: ykim@solarcity.com n tY y~~0 ~076~ ~~i?o FESSION~ Digitally signed by Yoo An Kim Date: 2013.10.03 12:31:37 -07'00' 10.03.2013 SolarCity Page # 2 ?055 Clearview Way Sa'l MateC, CA. 1,1402 Milne Residence - Job # 119068 TABLE OF CONTENTS CONTENT Page # Certification Letter 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 6 Note: per IBC 1613.1; Seismic check is not required because Ss = 0.19946 < 0.4g and Seismic Design Category (SDC) = B < D 1 2-MILE VICINITY MAP i 25, • • o 145 Osprey Nest Rd, Greenport, NY 11944 Latitude: 41.114421, Longitude: -72.348521, Exposure Category: C 10.03.2013 on #1S.7 SolarCity SleekMountTM PV System Versi P age #3 Structural Design Software PROJECT INFORMATION Project Name: Milne Residence AHJ: Southold Town Job Number: 119068 Building Code: 2010 Residential Code of NY State Customer Name: Milne, Marla Based On: IRC 2006 / IBC 2010 Address: 145 Osprey Nest Rd ASCE Code: ASCE 7-05 City/State: Greenport, NY Risk Category: II Zip Code 11944 Upgrades Req'd? No Latitude / Longitude: 41.114421 -72.348521 PV Designer: Mark Zacchilli SC Office: Long Island Stamp Req'd? Yes Calculations: Gra Kou I EOR: Yoo Jin Kim P.E. MOUNTING STRUCTURE & P V SYSTEM INFORMATION Mounting Plane Information Roofing Material Comp Roof Tile Reveal SM Span Only NA Standing Seam Spacing SM Seam Only NA Roof Slope 230 Rafter Spacing 16" O.C. PV Assembly Intbrination PV System Type SolarCity SleekMount'M PV System Module Orientation Landscape Tile Attachment System Tile Roofs Only NA Tile Spanner Bar Direction SM Span Only NA Spanning Vents No Standoff (Attachment Hardware) Como Mount Type C Minimum Eave End Setback 12" Minimum Rid Setback 12" PV stem Weight PV Module Weight (psf) 2.5 psf Hardware Assembly Weight 0.5 psf PV System Weight s 3 sf Page # 4 CALCULATION OF DESIGN WIND LOADS Wind Design 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 6.5.6.3 Roof Style Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Effective Roof Slope 230 Effective Rafter Spacing 16" O.C. Effective Wind Area 1 Module A 17.6 sf IBC 1509.7.1 Wind Pressure Calculation Coefficients Wind Pressure Exposure K, 0.95 Table 6-3 Topographic Factor Kt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (VA2) (I) Equation 6-15 29.6 sf Wind Pressure Ext. Pressure Coefficient (Up) GCp (up) -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient (Down) GC o n 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GCp) Equation 6-22 Wind Pressure Up Pop) -25.9 psf Wind Pressure Down P(darn) 13.4 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -421 Ibs Uplift Capacity of Standoff T-allow 637 Ibs Standoff Demand/Capacity DCR 66.0% Page # 5 CALCULATION OF ROOF DEAD AND LIVE LOADS Roof Dead Load Material Load Roof Category Description All MPs Roofing Type Comp Roof 5.0 psf Number of Layers 2 Underlayment Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None 0.0 psf Rafter Size and Spacing 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling None 0.0 psf Miscellaneous Miscellaneous Items 1.2 sf Total Roof Dead Load 10.5 psf All MPs 5psf Reduced Roof Live Load Symbol Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary Area At < 2001 Roof Slope 5/12 Tributary Area Reduction R, 1 Section 4.9 Sloped Roof Reduction Rz 0.95 Section 4.9 Reduced Roof Live Load Lr 4 = (111) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 f All MPs 19.0 Psf _j COMPANY PROJECT ® WoodWorks® Oct. 3, 2013 13:19 mpl.wwb Design Check Calculation Sheet Woodworks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 10.50 (16.0)* psf SL Snow Full Area Yes 20.00 (16.0)* psf PVDL Dead Partial Area No 2.08 14.17 3.00 (16.0)* sf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 5" 0' 0'-8" 16'-5.8" Unfactored: Dead 158 145 Snow 229 211 Factored: Total 387 356 Bearing: F'theta 688 688 Capacity Joist 903 516 Supports 586 586 Anal/Des Joist 0.43 0.69 Support 0.66 0.61 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fc sup 625, 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Lumber-soft, D.Fir-L, No.2, 2x8 (1-1/2"x7-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 18'-1.5'; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN mpl.wwb WoodWorks® Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 43 Fv' = 207 fv/Fv' = 0.21 Bending(+) fb = 1306 Fb' = 1428 fb/Fb' = 0.91 Bending(-) fb = 8 Fb' = 1420 fb/Fb' = 0.01 Deflection: Interior Live 0.58 = L/356 0.86 = L/240 0.67 Total 0.99 = L/207 1.14 = L/180 0.87 Cantil. Live -0.08 = L/111 0.07 = L/120 1.08 Total -0.13 = L/64 0.10 = L/90 1.39 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 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.15 1.00 1.00 0.994 1.200 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 = 331, V design = 309 lbs Bending(+): LC #2 = D+S, M = 1430 lbs-ft Bending(-): LC #2 = D+S, M = 9 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) 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=S12, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 76e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), 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. PROJECT GWoodWorkso COMPANY Oct. 3, 2013 13:19 mp2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.0 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 10.50 (16.0)* psf SL Snow Full Area Yes 20.00 (16.0)* psf PVDL Dead Partial Area No 1.33 13.50 3.00 (16.0)* sf *Tributary width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0'0'-8" 16'-5.8" Unfactored: Dead 160 143 Snow 229 211 Factored: Total 389 354 Bearing: F'theta 688 688 Capacity Joist 903 516 Supports 586 586 Anal/Des Joist 0.43 0.69 Support 0.66 0.60 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fc sup 625, 625, *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports Lumber-soft, D.Fir-L, No.2, 2x8 (1-1/2'W-1/4") Supports: All - Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0" c/c; Total length: 18'-1.5 Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); F-1 I WOOdWOrks® Slzer SOFTWARE FOR WOOD DESIGN mp2.wwb WoodWorksO Sizer 10.0 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 43 Fv' = 207 fv/Fv' = 0.21 Bending(+) fb = 1304 Fb' = 1428 fb/Fb' = 0.91 Bending(-) fb = 8 Fb' = 1420 fb/Fb' = 0.01 Deflection: Interior Live 0.58 = L/356 0.86 = L/240 0.67 Total 0.99 = L/207 1.14 = L/180 0.87 Cantil. Live -0.08 = L/111 0.07 = L/120 1.08 Total -0.13 = L/64 0.10 = L/90 1.38 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 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 900 1.15 1.00 1.00 0.994 1.200 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 = 334, v design = 311 lbs Bending(+): LC #2 = D+S, M = 1428 lbs-ft Bending(-): LC #2 = D+S, M = 9 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) 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 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 76e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NOS 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 213 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 NOS 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 AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, 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(B) 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 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE PV PHOTOVOLTAIC BONDED WITH 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(B) & TYP TYPICAL 690.47. UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT VICINITY MAP INDEX 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN ? PV3 STRUCTURAL VIEWS • PV4 THREE LINE DIAGRAM LICENSE GENERAL NOTES Cutsheets 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 WITH THE 2010 MODULE GROUNDING METHOD: SLEEKMOUNT R.C.N.Y.S. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Southold Town THE 2008 NATIONAL ELECTRIC CODE. mm= COMMENTS UTILITY: Long Island Power Authority (LIPA) ' 1 F • - • Farm Service A•- CONFlDENTIAL -THE INFORMATION HEREIN JOB NUMBER J B-119068 00 PROMISE OM : DESCRR'W DESIGN CONTAINED SHALL NOT BE USED FOR THE MILNE, MARLA MILNE RESIDENCE Mark Zacchilli BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN NHOIF OR IN Comp Mount Type C 145 OSPREY NEST RD 7.595 KW PV Array q SolarCity ~ PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. GREENPORT, NY 11944 ORGANIZATION, EXCEPT IN CONNECTION WITH leatiew Myy THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b 3p5S PAGE NAME: SHEET: REV: DATE: s3 Mateo, a 94102 SOLARCITY EO SOLAR, TY INC. THE MTUTIEN INVERTER T:(650) 638-1028 F:(650) 638-1029 PERMISSION OF saARaTr INC. SOLAREDGE SE6000A-US 6314776475 COVER SHEET PV 1 10/3/2013 (668)-SCI-CITY (765-2469) ....edaraNy.aan • PITCH: 23 ARRAY PITCH: 23 MPl AZIMUTH: 236 ARRAY AZIMUTH: 236 MATERIAL: Comp Shingle STORY: 2 Stories AC PITCH: 23 ARRAY PITCH: 23 MP2 AZIMUTH: 56 ARRAY AZIMUTH: 56 145 Osprey Nest Rd MATERIAL: Comp Shingle STORY: 2 Stories I M I OF NEK.Y D ,IIN 0 .I AC ' r cc r «1 L__JI m 1 W W yN O Inv 09075" i v FESSIONP i Digitally signed by Yoo Jin Kim Date: 2013.10.03 12:32:11 -0700' LEGEND O (E) UTILITY METER & WARNING LABEL a INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS © DC DISCONNECT & WARNING LABELS N a © AC DISCONNECT & WARNING LABELS ZI/9 411 JUNCTION BOX 6/12 3 O O DC COMBINER BOX & WARNING Front Of House A Q DISTRIBUTION PANEL & WARNING B EG LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE INTERIOR EQUIPMENT SITE PLAN N Scale: 1/8" = 1' 0 1' 8' 16' s JB-119068 00 PROMISE OWNER: DESCRIPTION: DESIGN: CONFlDEN11A1 - THE INFORMATION HEREIN JOB NUMBER: CONTAINED SHALL NOT BE USED FOR THE MILNE, MARLA MILNE RESIDENCE Mark Zacchilli BENEFIT OF ANYONE EXCEPT SOEARCITY INC., MOUNRNG SYSTEM: NIX2 SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 145 OSPREY NEST RD 7.595 KW PV Array °So~arCity PART TO OTHERS OUTSIDE THE RECIPIENTS p GREENPORT, NY 11944 MONUE&I ORGANIZATION, EXCEPT IN CONNECTION NTH 3055 Cleo Way o THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b PACE NAME: SHEET: REV DATE: Sm Mateo, CA 94402 ~ CCIITY EQUIP. ttTHWT THE RATER INVERTER, 6314776475 PV Z 10 T:(650) 636-1026 F:(6A) 678-1029 INC, SOLAREDGE SE6000A-US SITE PLAN /3/2013 (666)-SOL-CITY (765-2469) m.edm fty.. zZlIZZA (E) 2x4 ~P +OO JIN ;(E) of NEry` Or ,N r_ C) 15'-10 W " y 2 LBW s~0 09075 Oi~O ~ORESSION*~ SIDE VIEW OF MP1 RAFTER: (E) 2x8 ® 16" Q.C. A NTS CEILING JOIST: (E) 2x6 ® 16" Q.C. Digitally signed by Yoo Jin Kim RIDGE: (E) 200 RIDGE BOARD Date: 2013.10.03 12:32:21 MAX SPAN: 15-10" -07'00' MAX LANDSCAPE STANDOFF X-SPACING: 64" O.C. (STAGGERED) PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER (E) 20 & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT SZ ZEP ARRAY SKIRT (6) HOLE. (4) (2) SE POLYALUREE PILOTTHANHOLE WITH SEALANT. ZEP COMP MOUNT C ZEP FLASHING C (3) (3) NSERT FLASHING. 15'-10" (E) COMP. SHINGLE (1) (4) PLACE MOUNT. (E) LBW (E) ROOF DECKING (2) INSTALL LAG BOLT WITH (5) SIDE VIEW OF MP2 RAFTER: (E) 2x8 ®16" D.C. 5/16" DIA LAG BOLT (5) SEALING WASHER. p CEILING JOIST: (E) 2x6 ®16" O.C. WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH NTS RIDGE: (E) 200 RIDGE BOARD (2-1/2" EMBED, MIN) (6) BOLT & WASHERS. MAX SPAN: 15'-10" MAX LANDSCAPE STANDOFF X-SPACING: 64" O.C. (STAGGERED) (E) RAFTER S1 STANDOFF Scale: 1 1/2" = 1' CONFIDENTIAL -THE INFORMATION HEREIN JOB MINER J B-119068 00 PRDJff OWNER: DESCRPTIOLF DESIGN: CONTAINED SHALL NOT BE USED FOR THE MILNE, MARLA MILNE RESIDENCE Mark Zacchilli BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTENt NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 145 OSPREY NEST RD 7.595 KW PV Array SO'a~l o PMT TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION NTH NaaNES GREENPORT, NY 11944 THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b 3D55 OeaMe. Way SOLARCITY EOUIPNENT, XTTHWT ME M iIU PAGE NNE: SHEET: REM. DAIS T:(650) 83B-L10Y6, F 944 638-1029 Nvow: PERUISSON OF saMatt INC. SOLAREDGE SE6000A-US 6314776475 STRUCTURAL VIEWS PV 3 10/3/2013 (BBB'-SOL-CITY (766-2409) . wlordLycm GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) 18 GEC TO (N) GROUND ROD Panel Number: LC404OB1200 Inv 1: DC Ungrounded ( )S AT PANEL L WITH IRREVERSIBLE CRIMP Meter Number: 79 313 631 Tie-In: Supply Side Connection INV 1 - 1 Inverter; SOLAREDGE 60~OW, 2403, SE6000A-97US LABw}Z: B; A - (31) YINGU ;f YL245P-29b SEIODO-ZB02-SLV-NA PV Module; 245W, 221.6W PIC, H4, 46mm, Black Frame, YGE-Z 60, ZEP Enabled INV 2 Voc: 37.6 Vpmax: 30.2 INV 3 Ise AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER ~E 200A MAIN SERVICE PANEL E; 200/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER Inverter 1 (E) WIRING Disconnect CUTLER-HAMMER T 4 Disconnect 3 S GE DG~ 1 string(s) or ]s a, MP z A 350. SEoc- B EGC - - T A N Jxkt600OA-US GFP/GFCI 1 200A/2P B I (E) LOADS GN _ _ _ _ GN - _ _ _EGC/ E GEC O ~16MP1GND - _ - EGC ED LO I I I N I I I I Z Z I ~ I _ _ _ _ GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I I I I I I EGO 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. Voc' = MAX VOC AT MIN TEMP oI (1 )Ground Rod; 5/8' x 8', Copper A (1)CUTUR-HAMMER / DG22MRB PV (31)SOIAREDGE 1 OP250-LV-AH4SM-2NA-Z D~ -(2)ILSCO t IPC 4/o-~ Disconnect; 6OA. 24OVoc, Fusible, NEMA 3R A PoeerBoX 25OW, H4, DC to DC, ZEP, ETL Listed Insulation Piercing Connector, Main 4/0-4, Tap 6-14 (1)CUILER-rytIAMk1ER' DGTO 1NB SC SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Ground R KC 60-1000. General Duty (DG) - (l)CUTLER-HAMMER , / DS16ET( AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Clan R Fun Kit -(2)FERRA SHAWNU 1ax RK RK PV BACKFEED OCP Fum ' Fux: 350.. ZSDV, V, S (1 )CUTLER-HAMMER DG322UGB B Disconnect; 60A 240322, Non-Fusible, NEMA 1 -(I) CUTLER-HAMIf7t / DG10ONB Graund 1.1 It; 60-1000. General Duty (DG) ( ) AWG #6. THWN-2, Glad _j1)AWG JE, IHWH 2, Block 2 )AWG /10, PV WIRE, Block -Voc -500 - VDC Isc = 15 ADC ®fl-(1)AWG t6. THWN-2, Red O14F(1)AWG #8, THIN-2, Red OI (1)AWG /6, Solid Bore Copper EGO Vmp =350 VDC Imp=10.36 ADC (1)AWG /6, THWN-2, White NEUTRAL VMP =240 VAC Imp 25 AAC (1 ) AWG /10, THYM-2, White NEUTRAL Vmp =240 VAC Imp 25 AAC (1 ))Conduit Kd, 3/4' EMT 7(1)AWC 06,, 5did Bone Copper. GEC_ -(t)Conduit, Kit:. 3/{,EMT, -(1)AWG #87HWN-2. Green EGC/gC-(I)Conduit. KR;. 3/47 EMT... O (2)AWG p0, PV WIRE. BI22k- - Voc` =500 VDC 1fi -15 ADC 2 (I)AWG 06, Solid Bare Capper EGC Vmp =350 VDC Imp=11.05 ADC (1)CmduR Kit; 3/4' EMT i i CONFIDENTIAL -THE INFORMATION HEREIN JOB NIIYBBT: J B-119068 0 0 °E"~" DES CONTAINED SHALL NOT BE USED FOR THE MILNE, MARLA MILNE RESIDENCE Mark Zacchilli R OF ANYONE EXCEED E INC., MOUNTING SYSlE11 BBENEFIT OF IT BE DISCLOSED IN IN MOLE OR IN 145 OSPREY NEST RD N SHALL IT BE DI : I SolarCity. a PART TO OTHERS OUTSIDE THE RECIPIENT'S Comp Mount Type C 7.595 KW PV Array '*09 09 r~ ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES GREENPORT, NY 11944 THE SALE AND USE OF THE RESPECTIVE (31) YINGLI # YL245P-29b earew PACE NAME: SHEET: REV. DATE 3055 teo. CA Way - Son SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER T:(650) 638-1D28 F:(650 638-1029 PERMISSION of SOLARQTY INC. SOLAREDGE SE6000A-US 6314776475 THREE LINE DIAGRAM PV 4 10/3/2013 (866)-SOL-CITY (765-2489) mr.sokw ity.cam solar - Single Phase Inverters 1SE300OA-US SE700OA-US All our inverters are part of SolarEdge's innovative system - over 97% efficiency and best-in-class reliability. Our fixed designed to provide superior performance at a competitive voltage technology ensures the inverter is always working at its • , , • price. The SolarEdge inverter combines a sophisticated, optimal input voltage, regardless of the number of modules or digital control technology and a one stage, ultraefficient power environmental conditions. conversion architecture to achieve superior performance Single Phase • • TECHNICAL DATA SE3000A-US SE3800A-US SE5000A-US SE6oo0AL5 SE7000A6S (North America) 52001 5201 _ Rated AC Power Output 3000 3800 5000 600001 6000@240V W 6000@277V 70W0277V 9~P, rxA+ 52o0@2oSV 5200@208V Max. AC Power output 3000 3800 5000 beed 40V 60W0240V W fioW@277V 7OW0277V AC Output Voltage Min.-Nom: Max. 183 - 208 229 1911 pin - 96, 183 208 - 99, / 21L 246264 /244 2]] - 294 _ Vac AC Frequency Min.-Nom.-Max. 59.3 60 - 60.5 Hz - - t Max. Continuous Output Current @208V 14.5 18.5 24 25 25 q 'Sy i f Max. Continuous Output Current @240V 125 16 21 25 25 A Max. Continuous Output Current @277V - 185 22 25 A GFDI 1 A f Utility Monitoring Islanding Protection, Country Configurable Thresholds Yes Recommended Max. DC Power~(STC) 3750 4750 6250 7500 8750 W 1 Transformer-less Wgrounded Yes t Input" 500 Vole Nom. DC Input Voltage 325 @ 208V / 350 @ 240V / 400 @ 277V Vtlc Max. Input Current 10 _ 12.5 _ 36 _18 18.5 Atlc r" 4 Reverseiblarity Protection Yes GroundFault Isolation Detection 9] ] 600k 98 3nsitlviry y83 98.3 % Maxlmum Inverter Efficiency 97.8 ,ii" CEC Weighted Efficiency 9].5 97@208V/ 97.59 208V, 240V 9] @ 208V / 97.5@ 240V / % - d .r_ 9].5@240V /98@277V 98@2]]V s ji t I pv Nighttime Power COnsumpllon <25 W ADDITIONAL FEATURES `t Supported Communication Interfaces RS485, RS232, Ethernet, zigbee (optional) Saferyr UL1741, IEG62103 (EN50178), IEC62109 Grid Connection Standards _ Utiliry-Interactive, VDE 0126-1-1, A"777, RD 3663 DK 5940, IEEE354] Emissions FCC pan15 class 8, IEC6100062, IEC610(i IEC6100G3-11, IEC61000.312 RoHS Yes The only inverters specially designed for distributed DC architecture A OutpN 3/4' cgndurt is Superior efficiency (97.5%) DC Input 3/4" Conduit Dimensions UxWxD) 21x12.5x 7/ / ¦ Small, lightweight and easy to install on provided bracket 540 x 315 x v2 21 x 125 x 7.5 540 x 315 x 191 in / mm • Built-in module-level monitoring g Dimensions win AC/ DC Switch (HxWxO) 30.5 x 12.5 x 7.5 / 775 x 315 x 191 in / mm p.r.~ 775 x 315 x 172 • Communication to Internet via Ethernet or Wireless - Weight 42/ 19 45 / 20.5 Ib 7 MC Weight with AC/DC Switch 48.5 / 22 52 / 23.5 Ib / kg - _ _ ¦ Outdoor and indoor installation _ - - Cooling _ Natural Convection Min: Max. Operating Temperature Range d / -20 (CAN version 40 / 40) to +140 / +60 T/ -C • Integral AC/DC Switch Protection Rating i NEMA.3R rearmn.nr x. so, w.« x.4r:a.;',o. cwoN.aR.,r,ekm,i DIM- ,=Ea~xxaar,~wx= EN. CE S„~, 20912dw micen n l!/-3oC5F50 hria ilDCA.u5.5[I000wuS IMMIg mrmn{mmpdOr/ x.5[WWxuSUN sEho] USA Germany Italy France Japan China Israel solar-..= architects of energyroor Pn.9-1epw1dg<Apmn a 9roram,mre n,o„~,~rem a,=oa.<,te«,ore .41. ix nkBx - 1-11111 i,iP,c rt48ebM 411 Al v u Me meu ere.n eeweune olmmrrexcec~m.•wnertOm~06/[o1].~vA3.hopp~ovMngomirouinmim- solar ~rv HIGHLIGHTS Module level MPPT - optimizes each module independently Lower installation costs with faster design, less wiring, DC Dynamically tracks the global maximum operating point for both disconnects and fuses modules and PV inverter Easy and flexible installation - use the same installation methods Module -level monitoring for automatic module and string level as exist today a , I a 4 fault detection allowing easy maintenance Allows parallel uneven length strings and multi-faceted Electric arc detection - reduces fire hazards installations Unprecedented installer and firefighter safety mode - safe module Allows connection of different module types simplifying inventory voltage when inverter is disconnected or off considerations Connection of one or more modules to each Power optimizer Immediate installation feedback for quick commissioning r• 'rfk~ .per. )e~ Po ~~.t~-- TECHNICAL DATA ^'e'~ ~?t~l IIS'('~ ~ I a ~ x;t „ OP254LV OP304MV/OP400-MV DP404EV (Q4 2011) I Rated Input DC power 250 300 / 400 400 W Absolute Maximum Input Voltage (Voc) 55 75 125 Vdc MPPT Operating Range 5 - 55 5 - 75 60 - 125 Vdc Maximum Input Current 10 10 5.5 Adc Reverse-Polarity Protection Yes Maximum Efficiency 99.5 % •~w _ European Weighted Efficiency 98.8 % CEC Weighted Efficiency 98.7 % Inductive Lightning Protection 1 in / ft Overvoltage category II OUTPUT DURING OPERATION n 4 Maximum Output Current 15 Adc Operating Output Voltage 5-60 Vdc Total Maximum String Voltage (Controlled by 500 Vdc Inverter) - US and EU 1-ph Total Maximum String Voltage (Controlletl by 950 Vdc Inverter) - EU 3-ph OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc Ply SYSTEM DESIGN Minimum Number of Power Optimizers Per String (1 or More Modules per power optimizer) 8 (1-ph system) / 16 (3ph system) A superior approach to maximizing the throughput of photovoltaic Maximum Number of Power optimizers per Module power dependent; typically 20- 25 (1ph system) / String (1 or More Modules per power optimizer) 45 - 50 (3-ph system) systems using module embedded electronics Parallel Strings of Different Lengths or Yes Orientations EMC STANDARD V Up to 25% increase in power output 77 FCC Part15 Class B, IEC61000CtI IEC61000&3 Superior efficiency (99.5%) - peak performance in both mismatched and unshaded conditions Safety IEC-62103 (class II safety), UL1741 a, Flexible system design for maximum space utilization Material UL 94 (5-VA), UV Resistant ROHS Yes du Next generation maintenance with module level monitoring and smart alerts INSTALLATION SPECIFICATIONS m Unprecedented installer and firefighter safety Dimensions (WI 120x130x37 / 4.72x5.11x1.45 mm / in _ Weight 450 / 1.0 gr/ lb ZvJSert Output PV Wire 0.95 in / 3 ft length ; 6 mm' ; MC4 Input Connector MCA / Type / H+S / Amphenol - H4 Operating Temperature Range 40 -+65 / 40 -+150 'C / IF The most cost effective solution for residential, commercial and Protection Rating IP65 / NEMA 4 Cri large field installations Relative Humidity 0 - 100 % USA 900 Golden Gate Terrace, Suite E, Grass Valley CA 95945. USA /T\M E solar - Germany Bretonlscner Ring 18, 85630 Gmsbmnn (Munichl. Germany Japan B-9 Ariake Frontier Building, 3-7 26 Ariake. Kofil , Tokyo 1350063. Japan archltects olnnergy- hil 6 HeHarash St. P.O.Box 7349. New Neeman. Had Hasharon 45240. Israel www.aolaraEge.aom ® Shares, Bechnelol lnc_ 20032011. All 1111E remrven. SOCAREDGE the siakee, logo. ARCHITECTS OF ENERGY and OPTIMIZED BY SOCA REDGE are trademarks nr Threatened maternal at architects of energyTM SolerEOge Technologies he All ether hademarksmentioned heroin are trademanE of IDeir respective carers Date 09/2011 Seenta to Chose wimorv reeve SolarCity SleekMountTM - Comp SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution • Utilizes Zap Solar hardware and UL 1703 listed Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and 7 Drill Pilot Hole of Proper Diameter for labor. The elimination of visible rail ends and • Interlock and grounding devices in system UL 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 Zep ETL listed to UL 1703 2 Seal pilot hole with roofing sealant to a more visually appealing system. SleekMount as "Grounding and Bonding System" 3 Insert Comp Mount flashing under upper utilizes Zap Compatible TM modules with B Ground Zep UL. and ETL listed to UL 467 as layer of shingle strengthened frames that attach directly to grounding device Zep Solar standoffs, effectively eliminating the 4 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 5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Applicable for vent spanning functions with sealing washer. 5 Secure Leveling Foot to the Comp Mount using machine Screw ^ 7 Place module ~Uy A Components A 5/16" Machine Screw 8 8 Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing C D o~ E MVI i6 SolarCity January 2013 `^B%m LISTED SolarCity January 2013 za c YL245P-29b + Z 617,. d`.„._ _ - „ Powered by YINGU re - YL240P-29b YIN , LAR ELECTRICAL zn 60 Powered by YINGILI PERFORMANCE YL230P-296 U.S. Soccer Powered by Yingli Solar • GENERAL CHARACTERISTICS Module type YUSOP-29b YL245P29b Y12401`-296 YL235P29b docto nb Dimensions(UW/H) 61.96in(165pmm1/38481nt5Wmm1/ Powar output P..e W 25. 245 2,10 235 230 181 st N6men) Power output tolerances AP.... W usi Waignt 45z o San .5 kg) Ideal for residential Module NFcien<y 15.3 150 14.7 14.4 14.1 Ir. se and commercial applications where cost savings, Whege at P®. v"e v 30.4 302 29.5 ass 29.5 Current at P... I.m A 8.24 811 8.14 7.97 Tab PACKAGING SPECIFICATIONS installation time, and aesthetics matter most. Open<ban nonage V° V 38.4 3LE 375 37.0 37.0 Number of reashiled per palled 22 Sh4rtsimua mmrn I. A B.J9 8.63 8.65 8.54 8.40 Number of eaked par 53 wmainar 36 STC: IfASJJ/ adia4ce 25°CCell remperawre PMlSg xpecWmaccordin9b EN YFM-3 natils, - , • He g e(fcon,udua°n o15 tl6m abirwarre,rwdng to IN 6090.3-1 Packaging boa dimensione(W4f1) earn (1700 mm) 145m(1150 mm)/ Lower balance-of-system costs with Zep gd. w.~gbt 01dacars, Compatible" frame. Power oapR Pine W 1811 177.9e 174.3 1707 1670 1076 IF, (drat Inc) Reduce on-roof labor costs by more than 25%. voltage n area vmPP v 27.6 z7.2 26.6 26.6 2eA Units: inch (mm) Leverage the built-in grounding system - Gs^att at P_ l•sa A 6.56 6.54 6,56 6.42 6.29 3e9919Po Opens ircun voltage v> v 35A 31.5 34.2 33.8 33.8 if it's mounted, its grounded. Shortoreua current I.° A 7,12 !1 7.01 6.92 6.81 M.1o3e) ~ 1,8106) Lower your parts count- eliminate rails, screws, a mounting clips, and grounding hardware. NOCT .p-rm,d treli insurer, rempeawm st aoow/m'-dlaree. 20°C amdien, lem,shos, l mhwnd,pard ' Design and permit projects easily with access THERMAL - CHARACTERISTICS a to layout calculator and stamped drawings. N° I°p• 'g®Iltemp•,.6n. Hocr a 46«/.z Temperature Hldent or P. V 1V°e 4.45 Temp t Kuant of V. Bw `w'e -0.33 Lower installation costs with savings across Temp.,Mdr, r°arraat a I- 4. we o46 cmunait9 need 6-40.236(6) - equipment and labor. Temparmare dief0a.nt of V.,m g.-,. sdc 4.4s Minimize roof penetrations while maintaining the system's structural integrity. ® OPERATING CONDITIONS ni Invest in an attractive solar array that includes M,.. xyn.m wilteg. rooan,. sai haler ,a"6,0315 is5 01 a black frame, low mounting profile, and M,.. xad-is-orsing ISA aesthetic array skirt. nmMng dwde current 15A ry,egebes IHO Use 315(3,8) fo Increase energy output with flexible module operating temperature range 40'. 194.E ( oot. 90°q layouts( portrait or landscape). Ms.. mauc labor Frame (..g., anow arra wrna) 50 ad (2400 Pal 3 on ZEP COMPATIBLE FRAME Trust in the reliability and theft-resistance of Ma. polar load, back leg.. wind) 50 fit(e40)Pa) 47 (1z) the Zap Compatible'"system. Leading limited power warranty' enantes Hailstone impact I in eSmm) at 51 mph (23 m/e) 91.2% of rated power for 10 years, and 80.7% of rated power for 25 years. 0 CONSTRUCTION MATERIALS 3 The YGE Z Series is o available as Fn ( 6Vrype/Hda L gls/ P d/3.2 mr, ~SECPOH C{ 1 e. 10-year limited product warranty GI yr, iona eP a[ng an E pha52 Energizd AC Solution. Cell(goamry/materbUrypredinansirea/ an /polysrcon/ un'cryslrs./ This solution delivers optimum bean of busbars) 156 mm:156 mm / 3433 cm° / 2., 3 performance and integrated intelligence. ' In compliance with our warranty terms and conditions. etaapsulam lmateri Enter... mnN...a level , The En phase M215 -Z Zed Compatible Mdrei nverter Frame (maters iVesior) ehustu.a aluminum alloy / black ts Manual in its entarew bad, (addressed d. Warning Read the Installation and User is designed to connect directly into [heZ Series module Junction gre.l aIP65 before handling ,installing, and operating Yngli modules . I groove, eliminating the need for tools or fasteners- Cabo ltype/bngth/g..ge/outside tlumetaq WWire I43.31m(1100 mm)/12 AWG/0244 in(6.2 mm1 all with one easy step. UL 1703 and ULC 1703, CEC, FSEC,1509001.2008, Plug rommdor Ampherel / H4 /IP68 Our Partners ISO 14001 2004, B5 0H5A518001-.2007, SA8000 (manaasurerAppli Prouttun degree) The specifications in this dreshean guaranteed and are subject to change without aria notice. U US 4 CERT CEPT ®~a TFZ darasheet comprescath vi th E EN 5038 0380 2003 no .2003 regdements ents. I OL I t ff" t 1-1me , E8 xrn 1Q . 2=- t g at the system 41M and module level wth ® Enlighten Yingli Green Energy Americas, Inc. FF•---~~-~~ info@yingliamericas.com t 11411 Tel: +1 (888) 686-8820 YINCi, SOLAR YINGLISOLAR.COM/US I NYSE:YGE Y I N G L I S O LA R . C O M / U S 0 nngn Green Energy Holding no Ltd. I er EZwcr1Ihrn.xml2 EN_201206 on U.S. Soccer Powered by Yingli Solar