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HomeMy WebLinkAbout40444-Z ' 55"141404-4,--6e- Town of Southold 4/25/2016 G°4P.O.Box 1179 53095 Main Rd ,41) Sao Southold,New York 11971 .- ..r CERTIFICATE OF OCCUPANCY No: 38268 Date: 4/25/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 1825 McCann Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-40.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/16/2015 pursuant to which Building Permit No. 40444 dated 2/1/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panels on existing one family dwelling as applied for. The certificate is issued to Mancini,Jeffrey of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40444 4/7/2016 PLUMBERS CERTIFICATION DATED Authorized Signature ,4414°-4;c�, TOWN OF SOUTHOLD § * BUILDING DEPARTMENT f y TOWN CLERK'S OFFICE o $ SOUTHOLD, NY \44 si • 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#: 40444 Date: 2/1/2016 Permission is hereby granted to: Mancini, Jeffrey 70 Washington St Apt 5C Brooklyn, NY 11201 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 1825 McCann Ln SCTM # 473889 Sec/Block/Lot# 33.-3-40.2 Pursuant to application dated 9/16/2015 and approved by the Building Inspector. To expire on 8/2/2017. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Bui z.. spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. C Vb II New Construction: Old or Pre-existing Building: ®®�� (check one) Location of Property: 1 \NAL /Ann � . L o House No. Street Hamlet Owner or Owners of Property:3F(= r 1�,, Suffolk County Tax Map No 1000, Section Block Lot tit) Subdivision11-.. Filed Map. Lot: Permit No. �O-U fq Date of Permit.6-11 b Applicant: SliCS*13--- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted- $ 5e) Applicant Signature /�,ii iii ' Is,0 *®F soii,® o Town Hall Annex �,* (0 : Telephone(631)765-1802 54375 Main Road % "�' t Fax(631)765-9502 P.O.Box 1179 ar �� G roper.richertic'�i town.southold.ny.us Southold,NY 11971-0959 %,„ ,e, .4, - r • 21reOUNTI V;o1� .... •ft' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mancini Address: 1825 McCann Lane City: Greenport St: New York Zip: 11944 Building Permit#: 40444 Section: 33 Block. 3 Lot: 40.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Solar City License No: 5133-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5.035 KW Roof Mounted Photovoltaic System to Include 19- 255W Panels, 1-4200 Inverter Notes: Inspector Signature: /. 2: --- Date: April 7, 2016 Electrical 81 Compliance Form.xls 11 , �O��Of SOUr�olo` cv)A mos s 08 kt )41 "\o 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 REMARKS: �1/ ZC ® � Pv e-ye DATE 411i * INSPECTOR ' Version#55.3 • 660w.1 0595®IarClt � RU w Project/Job# 119814 RE: Installation Approval Letter Project: Mancini Residence 1825 Mccann La Ws Greenport,NY 11944 Date of Review 3/31/2016 Permit# 40444 Date of Install 3/12/2016 AHJ Southold Town SC Office Long Island To Whom It May Concern, On the above referenced project,the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof.The structural review,including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the 2010 Residential Code of NY State. I certify that the work has been completed in accordance of the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Paul Zacher, P.E. pF NEW Professional Engineer K• Zq O T: 916.961.3960 x101 — c'�F email: paul@pzse.com *�4 f,:, - * C) ((Pi . em ' II 91365215 s<,� AROFESSIes R "2°" . 13 Apo 2 5 2016 BUILDING DEPT. TOWN OF SOUTHOLD 3055 Clearview Way San Mateo,CA 94402 r(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com ALP .l°,A-T- A:f 1,440, 5L F, (J.C1Z,W THIS 1'tl"i' - ClII'Jn•• ..t SC',PxC 111:'Vn1 - • •_� - - R�,',•;,I'1«:?FL ru;..n;e.4 HI-r-:^,-n 11,5•�=„L r.we l.,acr_ CL:r t14 IAC Fili 1,1211,,'2'C fly I,la+t litlt.' 'I'I 'M 12111111:.4177,HtA.1L r+�J''tC J.1". ..'tl'CE' - 17''T N" t.;noC1,1,a-(11 (41_/.1'- ..7719('II SC=•741 rn'Cl'� :0,471421 Tn1CC_' Ir 1• etE_'-.t; Ta;1 a ?�, .,la •:i:�e «;All'5. _ n - t r Ct.�i 5.'Pia MC'-.n77 at Pt 6`037-II'1!..I 11.. v/':1.,6J, HIS+f. I,J'.111_: .,'•F r„f rl'1 II ..ntI-''- X1;;,1,. .h38_ .,SCI',,r,l iia 5,11S1'1,s Aloy 111:11 rt:1.I5 n.. nt.rl5n., (p. ,1 P. YISn)H il.,.:�, + �rfrtlr j=C•.Flnan_.L'nrlrJrn t...n ,_S.I; 5,1., rfe r .r h 1 n ^ gr.,.Itvn 1n,.ou oc,I n.'n m•LA 11's•,y,110•d:,rnn,I,,ro Ic n1,nmroII .� n•s'•'tl: .t^..t;Fu t�v C.irn `ta•.+04nY i nDali'orz un90 1t n•t .1Tt 4.?t ID t.,n,..,n tone a.- ,....1 f:V t ...3,1m-n•L.rpt n. It 11,22 111.4;y1 lI L.:�n-o]lnnon,4_I.wJ1;10'4,m1•Pn,.s>•.rttl.7'.nllc 1.Llj_M,,4-22'4x1 ,i L.n.ifs • .eA•...• ,. • • FIELD TI1.SP ON S EF'ORx DATE . CO 1 s:' S • FQUND�. 'SOPI(1ST) I `� ' • • 03• P'OUIID4TXON(2N13) -�— ... .:....-7-7,---7-77-'—a .. .•.1.. /rim— _�• .•. ,. _ QSZ1 .,.__comm-,m--- . r ,,. ' . • rn ROUGH F 1• . . 1' & . . .. . . . . . T PH • 'r • 11.111 INSULATION'PEAN,Y. H STATE ENERGY CODE MR , . . . 1 • . ' .\ . . . • ' 14 . • . .1. . FINAL . l • • 3._ ku' '� ...� ... c e s - Ib ,.,.__,.,_. __-a 1 ' Re c' .+ c c-t-.•.. .-for `10. , ail�G m . . a �. . .1- ... . . . . . . , .. f r' �. �. ., • • _ •. . . , war......_�qry oy • . • . , ✓.moor, -w . • -.- 4. . g `BUILDING DEPARTMENT Do you have orneed the following,before applying? '1 N)WN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans x TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 1+011-41-1:Z Check Septic Form N.Y.S.D.E.C. - Trustees _ C.O. Application Flood Permit Examined 2 j ,20 1 , Single&Separate Storm-Water Assessment Form Approved / , Contact: 20 /110 -/ Mail to: Disapproved a/c Phone: Expira fion r, , __7--1I j) Cil, V-14-2017-1 If i,, I. r 4011 I, , `i,� . 1 , ' Buil. rector is:I ,!a SEP 15 2015 APPLICATION FOR BUILDING PERMIT i "P r Date 0 , 20 j r" 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 Zoiie 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. ,c,:,P,l, C'om amt ( Signature f applicant or name, if a corporation) q 13 Vv1b pe 1,0 (Mailing address of app-(Thant) . State whether applicant is owner, lessee, agent, architect, engineer, general coni actorMlectric aTplumbl or builder O•b( ( * / q/en4 Name of owner of premises l—se'FP- (As on the tax roll or latest deed) If applicant is a corporation, sigi atif e of duly authorized officer - (Name and title of corporate officer) Builders License No. flS) t Plumbers License No. Electricians-License No. ,l3-31 rr E Other Trade's-License No. - Ljb Lj j 14 3 I. Locati(111r_11 11�1and n w�VhniVc�\h pro osed work will be done:,/ ('\ O,1r--� I11 , ,,... ., «,, 1-1 ' House Number Street ;},•,;• , a r ; ;ry Hamlet County Tax Map No. 1000 Section- ' `-` '''`•f.r_' jack., 3 Lot Yo ` ' ,. , ; ___________ ./. --Nt o� b Subdivision Filed Map No. Lot _ 2. State existing use and occupancy of pr emises and intended use and occupancy of proposed construction: a. Existing use and occupancy •-Pc, d e4("-( b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work M• - IKOLVItSD\Olr 066 (Description) 4. Estimated Cost .I11 0 i ?-1.C76 O Fee (To be paid on filing this application) ,.-5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. (7.- Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories •::141 't 9L;"` Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8 •Dimensions of entire new construction: Front Rear Depth Height Number of Stories ,'Size of lot: Front Rear Depth /r0. Date of Purchase Name of Former Owner r-1--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 < 14. Names of Owner of mise - }' F\(\1 Address /Doll ilfkaa_Y1lel P1 on No 6 - . _ -Z5(47) Name of Architect a..01 L -ev Address?t 0 Si e trra_Ch.te91714 AVN 0.;l.L <,., - '.� b Name of Contractor ()\Gr Ci`l� Address Mut/ Lt Phone N•. pArm -i - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOV * 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 5i * 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 ) __ . ___ _ _ _ n _ —_ peaD \ - _______ .., - - -being-duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, _, (S)He is the a em-. 1 r!of\-V`4Q `v - - - __ (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 Ni the b--, t• 1t 1i►sigind be ief;and that the work will be performed in the manner set forth in the application filed t 6:. • , • :LIC,STATE OFPIEWYORK Registration No.01Z(6128779 j Sworn to before me this QuaLSedmSuSo County day o � 20 /r• Commission •,.aes+ ,,,�� 9,20 '�7 7-- Notary ' 'lie ;Signature of Applicant „„parr,,:.,,, • co A. Russell �.•%`' ° � x �'+= TORMV "AT]ER - POMANAGEMENT 5ovT OLD TOWN HALL-P.0_sox zit o •' Town D Southold 53095 Mahn Road-SOt TnO):A,NEW YORK X1 ' ' 971 • CHAPTER 236 - STORMWATER MANAGEMENT.WORK SHEET (TO BE COMPLETED BY THE APPLICANT) -------DOTES THIS PROJECT INVOLVE .ANY OF TIE FOU.OWitNG: {UM ALL THAT APPLY) Ycs No 0 % A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface- 0 r4 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. [l % C. Site preparation on slopes which exceed 10 feet vertical rise to . 100 feet of horizontal distance. . - 0 ! D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. 1 A E. Site preparation within the.one-hundred year floodplain as depicted on FIRM Map of any watercourse. O dF. Installation of new-or resurfaced impervious surfaces of 1,000 square - feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * It you answered NO to all of We questions above,ST0PI Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax Map Nurnberg Chapter 236 does not apply to your project. If you answered YTS to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check fist Form to the Building lieparbnent witif your Building Permit Application. APP ANT:(property Owner,Uecign Professional,Agent;Contractor Other)_ S,CTN. � 1000 Jac NAME % t4 lT-e- .C`-'� 0(.1- 3 0....;stric: , i , lc_ � ”„„„ Section Birk _ €nt ----r ¢,".'” f • . ' ""FOR BUILDING DEPARTMENT USE ONLY°°'� • coent rarormmiamC. _ •` k (J-'� _ 4 b.i, ri H mom, Reviewed Br - r dv� Date: q/i-4.-Sle—,5- Pro•crt Address Location of Construction Work: Its ► L� a�vl „_ i 3 M Approved for processing Building Permit. Stormwatcr Management Control Plan Not Required- • �i .. __ - 0 Siormwater Management Control Plan is Required. (Forward to Engineering Department for Review_) FORM " SMCP-TOS MAY 2014 I. /L # PE0i7R7. ' qi : 1 I !fir-Rn-in 0 , Town Hall Annex * • * Telephone(631)765-1802 • 54375 Main Road (631)765- 5 P.O.Box 1179 / roger.richert(a own.soutFiOltl.ny.us Southold,NY 11971-0959 ‘:'1+ ``•\,�) BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G:A P\-1L Date: ' - "W. Company Name: Name: License No.: Address: • - -Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 1NiNr\C3n 1 *Address: Skrcic livItletnn \--6t_ *Cross Street: *Phone No.: c u (6)(0(11, - b�,� Permit No.: (�( Tax•Map District: 1000 Section: Block: 7 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • a Pet. v1 E l3_ • (Please Circle All That Apply) *Is job ready for inspection: YES/ 0 ' Rough In Final *Do you need a Temp Certificate: 4 NO - Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 I. r - - lis I n ► S �� C 76 82-Request for Inspection Form Gil/LAN/9 a 66 pi, - - tot us- -2--- �f iyl SoIarCity 1/27/2016 Town of Southold Building Department ---- Town Hall Annex rr!) P.O. Box 1179 I Southold, NY 11971-0959 H , I_�) FEB72016 I1.I- Dear Building Division, Please find the enclosed updated stamped plans for the following property: Jeff Mancini 1825 McCann Lane Ws Greenport, NY 11944 If you should have any further questions, feel free to reach out @ 625-9806. Thank you, Jessica Touhey 631-625-9806 Permitting Coordinator 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com AZ ROG 243/71/ROC 215450/ROC27749S CA LIC11888104 CO EC8041 CT HIC 06327/8/ELC 0125305 DC API 101486/ECC902585,HI CT-29770,MA HIC 168572,MD MHIC 1266048, NJ NJHICH 13W IO6160600/34E601732/00 OR CB180108/C502/P131102,PA HICPAO(7343 TX TECL27006,WA SOLARC191901/SOLARC905P7©2013 SolerCily All rights reserved (1' ®tSolarCity April 19, 2016 Town of Southold Building Dept. Town Hall Annex PO Box 1179 Southold NY 11791 Dear Inspector, I am submitting the post installation letter for: 1825 Mccan La Greenport, NY 11944 Permit #40444 If there is anything else you may require of me, please do not hesitate to contact me at the phone number below or via email. Regards, iinnG�aene Gina Capone 631-835-7394 gcapone@solarcity.corn ECEOYIE APR 2 5 2016 BUILDING DEPT. TOWN OF SOUTHOLD 923 Motor Parkway,Ste C Hauppauge,NY 11788 T(631)625-9800 (888)SOL-CITY F(631)234-0146 solarcity.com .Z -}C 2.� .Y'aa�,'-7"a C:ECC"1 ' F. _=f_ .cr,C z9� ALN--'Ci?Se»d 7' t .C.:,':.+9: -x P, - 3 .i` A a. •ri,.2,._ur X1,0 SOF • ,`o lo . Town Hall Annex � : Telephone(631)765-1802 54375 Main Road 41 4 Fax(631)765-9502 P.O.Box 1179 ik a� Southold,NY 11971-0959 ly I' = COUNri,� ,.,' 00 April 21, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Solar City 923 Motor Parkway, Suite C Hauppauge NY 11788 RE: Mancini, 1825 McCann Lane,Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. - A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40444— Solar Panels 4r-N' t":--'''\ (3 zP T®WN OF SOUTHOLD PROPERTY RECORD CARD \-,- .:, /6().0----- $32 3 �: 5 - , -- OWNER STREET 1 Z.5 VILLAGE DIST. SUB. j/ LOT ;c 5 .L c:_) r?'P,fr2v 169. (i r)C...-1 i'1 f • no_ ('Ai/iv AN . %n e--44 i-!}--,;i'4- I 6 ea.4_,&/__14 .Aa(t_v____, FORMER OWNER N E U ACR. S W TYPE OF BUILDING Lo ci, (.s_e_, /9 fe v)-1 10 vi , RES, ,�� SEAS. VL. FARM COMM. CB. MICS. Mkt. Value. LAND IMP. TOTAL DATE REMARKS 14'S6b35 . 4 O O W 6 D // //2 / /� 1 7/ 1‘ ,91_,Aa r 4 4 2 r,2e'-, $ E -S 14r vn� 1r, 1 .Yr74-t /� / l t1-4C) C) 49070 63000 2,V10;40?, -711/69 — L4(�-3G1-, 4-7r7— sr, 111 % I,4- -1,-,Aie. Ye—I `� 9 ) ,--)<?O 49n o 6t i 6 /11��S 5l `5 7 L ' _ _G .el-c,' - , 1-e,i I S-1- V.- 4r, .a,V„, t Pi , ,-,Y.- I i C /” I iw r / 00 4.(7o, 59c2: . A Arps v A iIit`� Gn wt l il-t e_ 4ei •'Z ,?.�- ',1 6l-r�46_t 4'i3 cics.�1 t {� ' 1 , t .�l ®l` -`�``. ����'/�l f' I,.o. 171!14 1"19 �'.tiS'P 1 14 6 124t s�'tir'�?Y -947,4-Az, t. t l O C. A oc) eev 5 5c:,b ci/g( o oj YoN r I ll (1f e fS �( 1�Rt Moo o. on 23 l✓ \ �4z116 /21(9/06 - 2- 2-4g5 17-Aj erlifort ko l'')Jno.4 7K coO -- - -taco .2(2c0(20(.0 1 )4]07 6P4--...2-c1(' rch add i flan Jr a,I i-exC- n1$ aP(///o -`.5c °94-4 .5•8/6-() iC. 01)(: ' 2 Z ! ' ',1 3 c.o g$ 2 re, l�.c s /3P# 3 Z to 1 IP 0 Is.c. 2-12 I l 6.), 2' c)9 0 Tillable FRONTAGE ON WATER e 7 --,:r' Woodlartd FRONTAGE ON ROAD Meadowlald DEPTH House Plot BULKHEAD L t'Total __ _ /4 D o r-.�3 — -�.2/ _ -TOWN OF SOLS HOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT` J ;' l u �! .L,''I) Y;(041, / J c C ,v/V IAA/E 2-1.,',LeLig,,12.44-4-. 4 /'� _ '�^�e.,- ".,rL-m:, -y''�'%" r�7" '�c-�' !40t#,!,,, FORMER OWNER N E ACR. I , Akf.t./J SW TYPE OF BUILDIN//G//� /a. .r1,`.%d�Pdt�6;ir.� /,7-2_ ,J-74,;,...>, GUS UU /2----;.1 ,,,,J6„.., RES.g/0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ' " -�(s ''l" �• /Ge / / 3i / rte- • r �1 � �/ lO y iii,,,,Ill < ?0,4,. ,:v , .+ .. L.'°.6.-f qi , ),_71/i., P%, r� `3)2.� r-�r . 2(', Lt'') 4)-6 V ///!' / t' Y Ea.,fir;(/ r`r'rT i , / I/ / y, ,{ //_ .`� a{ �L//7 6/ 76 / i A .5/ / ;/ 7 /1 f ../a AAA A°„0-e , L 6''zt r4 o -�1-b-4 t.;'-4-1.9__ (4 // 7 U 4 , / d d/ 6frd-✓ o 6 , ///V7/ 1.1h.RrC)/ ? /r 7-2 ® /a ? / - - c - /a-o-PGE 4, 90'-'6 ED ONDi W/ 7//i, �i _ NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD I I 0 ' ( ) , — — 9 96 House Plot DEPTH BULKHEAD C Total, DOCK !. . . Flo401, IIMe_ A ,•••___I?:. ...-.. ,: fi,K Q E ... l1. a6oao, `J A DMaAUcJ r(onn9z90a8 9 'Nld 'oold PuZ swoo { wood uo1loa.ioa�{ s „�Noaod 0o ads( ,� ' / ; E1 X 4/ >1- 7(.r.'", • �8 aoold 4s I swoop �%fl 1' } ! 1 �fZ t, ,. � • 3 uglsua x f 21a -Di B f�if{' ‘\,0 }°aH2'" _ °Id a�ld 3, — 1 y/ 5. f°N r .SAo�,._- }-I�a 1 - ' -fiLl 21i ,) o v '! ysluld aolaalul .r- sll°M '� 3 0© o�� Z �r 5� ' Is a�x3 l �,v vim!-�f{'`�f, i/ saoold Irn. . 4uawaS°8 bo),:b auo�Suax3 J uol;opunod �'' , �� ../ 81/ G fj -'6P 1/Y � 9 �= • LO/II Z 01�£ '££ . .�. - � • .N q X^ •P _-- ... .... _..._- I " .•-: fIl MIZIONSIMMIll' y ti Q ` � ak # l�J �1 111 . . dl % ' h_ r }�� . . ru .•` , .,a - i`r:. iii s. .d a 3 a r t'^ j, p 3 . ,r 7 WEll � . 14,;',',;::, ' ". .,4......,;,..,.1�, R r t\ 1` 1 ' I STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured • (650)963-5100 SolarCity Corporation 3055 Clearvlew Way lc.NYS Unemployment Insurance Employer • San Mateo,CA 94402 Registration Number of Insured 49-892777 WorkLocation of Insured(Only required4f coverageisspecif specifically 1d.Federal Employer Identification Number of Insured or Social Security Number limited to certain locations in New York State, La, a Wrap-Up 02-0781046 Policy) 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Number of entity listed in box"la" Town of Southold WC 0182014-00 54375 Main Road Southold,NY 11971-0959 3c. Policy effective period 9/1/15 to 9/1/16 3d. The Proprietor,Partners or Executive Officers are X included. (Only check box if all partners/officers Included) Elan excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also notifr the above certificate holder within.10 days IFapolicy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year 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: Lola Kamimura (Print name of autho• d represen 've or licensed agent of insurance carrier) /, ! Approved by: 4,'i ) (Date) Title: VP—Underwriting Manager Telephone Number of authorized representative or licensed agent of insurance carrier: (415)538-7109 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. 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 anywork 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 ® Acrotzco DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 08/14/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) 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 CONTACT MARSH RISK& INSURANCE SERVICES NAME:PHONE 345 CALIFORNIA STREET,SUITE 1300 (PJCNNo,Ext): FAX No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: Attn:Shannon Scott 415-743-8334 1NSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-15-16 INSURER A:Zunch Amencan Insurance Company 16535 INSUREDINSURER B:Amencan Zunch Insurance Company 40142 SolarCity Corporation 3055 Clearvlew Way INSURER C:N/A N/A San Mateo,CA 94402 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002681782-03 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXPLBWLIMITS LTR ►NWVD POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) A X COMMERCIAL GENERAL LIABILITY GL0018201600 09/01/2015 09/01/2016 EACH OCCURRENCE $ 3,000,000 CLAIMS-MADE X OCCUR DAMAGE NTED — PREMISES O(EaEoccurrence) $ 3,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 3,000,000 GE 'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 6,000,000 POLICY PRO XLOC PRODUCTS-COMP/OP AGG $ 6,000,000 JECT OTHER SIR $ 250,000 A AUTOMOBILE LIABILITY BAP018201700 09/01/2015 09/01/2016 COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ X ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) Deductible $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WC018201400 09/01/2015 09/01/2016 X STATUTEPER OOTH A AND EMPLOYERS'LIABILITY ER Y/N WC018201500 MA 09/0112015 09/01/2016 ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A 1 ) E L EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold,NY 11971-0959 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk a Insurance Services Charles Marmolejo C.. - /r��— , I ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i SUFFOLK COUNTY DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT } CONTRACTOR LICENSE SHAUN E CHAPMAN This certifies that the 1514211=191M4SOLAR CITY CORPORATION bearer Is duly licensed by the L, ,iober om ua.. • County of Suffolk52057-H 08101/2013 ei"°'°'m"0' "'du"a'O"`1 08101/2017 • lostit SUFFOLK COUNTY DEPT of LABOR, LICENSING&CONSUMER AFFAIRS • JASON KANE semoramempows This certifies that the 8=2"1°'6 bearer is duly SOLAR CRY CORP. licensed by the County of Suffolk `�••"'•• �••""•• 51331-ME 03/19/2013 liaraem.awax ! mea" 03101/2017 Version#49.2 ' % SoIarCity ®e RU 4 ] I 7. I January 12, 2016 !11i I I Project/Job# 119814 1.1FEB - 1 2016 f 1- II RE: CERTIFICATION LtIItR i l' Project: Mancini Residence • —- ` 1825 Mccann La Ws Greenport, NY 11944 --�_ To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey 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 D -Ground Snow Load = 20 psf -MP1: Roof DL= 10 psf, Roof LL/SL= 20 psf - MP2: Roof DL= 11.5 psf, Roof LL/SL= 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 components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure requires structural upgrades as detailed in the plan set to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. I certify that the structural roof framing including the specified upgrades and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the 2010 Residential Code of NY State. Please contact me with any questions or concerns regarding this project. OF NFw K. Zq OyyQp Paul Zacher, P.E. * . v.p Professional Engineer 1 I t • ``"`- E— I �ir�I� �„ T: 916.961.3960 x101 n `I1 i � t ll :: email: paul@pzse.com 9136V( $<<t 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ 1400 243771,CA CSL D 889104,CO 00 8041,07 H1C 0032778 DC HIC 71101 186,DC HIS 71101488,HI GT-23770,MAI IIC 1995/2 MD MHIC 128,149,NJ 13VH00180000, OR 00E1 180408,PA 077343,IX TDLR 77000,WA CCL SOEARC"01007 a)2013 SolnrCity All rights roatrvod —f ' 01.12.2016 ' Nl'o.4 Version#49.2 ~���qPV System Structural �0J"` SolarCity Design Software 1--------7----— -___--7_.---PROJECT INFORMATION &TABLE OF CONTENTS —7—I . Project Name: _� .�.._.�Mancini Residence. __ • AEU:,___�� Southold Town����_ Job Number: 119814 Building Code: 2010 Residential Code of NY State _ _ Customer Name: _ _Mancini,Jeff _'-' _-. • Based On: V__„�IRC 2006 IBC 2006 — , Address: 1825 Mccann_ La Ws ASCE Code: ASCE 7-05 City/State: Greenport,' _�NY�.�- Risk Category_ _ _ II _ __,� Zip Code _ 11944_ Upgrades Req'd? Yes T _ _ Latitude/Longitude: _441.117076 _'^ -72.375036Stamp Req'd?�_:_ Yes _ SC Office: Long Island ; PV Designer: Navya Gundeti Certification Letter 1 Project Information,Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss=0.19946 < 0.4g and Seismic Design Category(SDC) = B < D F---------____.__ __._.__.�.___ __ -_.-.___._____ ___2-MILE VICINITY___MeA___ ___4___ _�___�._______�__ ___..__I =,.'':,- x R e • , ,-:#\ ÷ !,.:tit 1. , - -,c,..• ,,, ii,-, ,.- a + r+ • 5 htt,G+nn 143,.. . %. ?''- s i > r4rr.rnport_NY 1.1944 _ 4 .,4 i' • '' .../ r- ' la . - , i..)1.: .C..r:,„ , ' \ - ' flibP ' , )" ' v- 1825 Mccann La Ws, Greenport, NY 11944 Latitude:41.117076,Longitude:-72.375036,Exposure Category: D v 'S`PRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1' �� 1 J Member Properties Summary ° MP1 Horizontal Member Spans Rafter Properties Overhang 0.49 ft Actual W 1.50" Roof System Properties Span 1 11.22 ft Actual D 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 8.25 in.^2 Re-Roof No Span 4 SX 7.56 in.^3 Plywood Sheathing Yes -Span 5 Ix 20.80 in.^4 Board Sheathing None Total Rake Span 12.07 ft TL Defl'n Limit 120 Vaulted Ceiling No ' PV 1 Start 1.58 ft. Wood,Species- SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 10.25 ft Wood Grade #2 Rafter Slope 14° PV 2 Start Fb - 875 psi- Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing .- Full PV.3 Start - E 1400000 psi, Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading Summary Roof Pitch 3/12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.03 10.3 psf 10.3 psf PV Dead Load PV-DL 3.0 psf - x 1.03 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load ' - LL/SL"'2 20.0 psf x 1 "I x 1 20.0 psf , , 20.0 psf Total Load(Governing LC) TL ° 30.3 psf 33.4 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) ' Governing Load Comb CD CL(+) CL(-) CF Cr D+S 1.15 1.00 -0.62 . 1.3 1.15 Member Analysis Results Summary " Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 43 psi 0.5 ft. 155 psi 0.28 D+ S Bending (+)Stress 1103 psi 6.1 ft. - 1504 psi 0.73 D+S Bending(-)Stress -8 psi 0.5 ft. -933 psi 0.01 D+S Total Load Deflection 0.57 in. I L/242 6.1 ft. 1.16-in. I L/120 0.50 -D+S 'CALCULATION OF DESIGN WIND LOADS -MP1^_ Mounting Plane Information Roofing Material _ Comp Roof - ----- - - --- ---------- -------______ --_ __ PV Sy_stem Type__ _ i SolarCity SleekMountTM - Spanning Vents No Standoff(Attachment Hardware) Comp Mount Type C Roof Slope 140 --afS ter—pacing ------ - R 16"O.C. --- _ Framing Type/Direction Y-Y Rafters Purlin Spacing_ X-X Purlins Only_ NA -- - - - - -- - -- -- --- - - - - Tile Reveal Tile Roofs Only NA Tle Attachment System Tile Roofs Only NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code _ ASCE 7-05 Wind Design Method - Partially/Fully Enclosed Method- Basic Wind Speed V 120 mph Fig. 6-1 ---- -- ----------- ---- ----- --------- Exposure Category D Section 6.5.6.3 Roof Style — Gable Roof Ag.6-116/C/D 14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ1.03 Table 6-3 Topographic Factor Ka 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 qn qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 32.3 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(Un) -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down) GC],(Down) - 0:45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GC,) Equation 6-22 Wind Pressure Up P(up) -28.2 psf Wind Pressure Down p(clown) 14.5 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing_-_- __Landscape 64" 39" MaxAllowable Cantilever . � Landscape _.__ _ _ _ __ - 24" __- NA__ Standoff Configuration Landscape Staggered Max Standoff Tributary_Area__ ____ Trib 17 sf ' PV Assembly Dead Load W-PV 3.0 psf Wei-Wind -- --- -----__.__-_._-_.-. ------------ -- - - --- - ------------- • ----------- _Uplift at Standoff _ -- T-actual . __-__ _ -_- -__ -_--_. _-463 lbs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand%Capacity DCR 92.7% X-Direction Y-Direction Max Allowable Standoff. pacing_—-_ _ _ Portrait 32" 66" _66" Max Allowable Canleve tir -----t___--_-- Portrait_---- --_—__-- -__------__ 14"- _ __` _ _-_- ___.-1_____ ,NA_ -__ Standoff Configuration Portrait Staggered Max Standoff_Tributaa_ryArea ______ -_ -__ Trib _— _ -_- 15 sf PV Assembly Dead Load __—___ W-PV – 3.0 psf — _ --i- _-- _--_-_ Net Wind Uplift at Standoff_-__—______ T-actual -387 lbs Uplift Capacity of Standoff T-allow 500 lbsi-- _______-_______.—_____ __ ------------------------ -------------- Standoff Demand/Capacity ---- } DCR ,_ .-----_—_----- 77.4% �l ;STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 Member Properties Summary MP2 Horizontal Member Spans Upgraded Rafter Properties Overhang 0.41 ft Net W 3.00" Roof System Properties Span 1 14.94 ft, Equiv D , 5.50" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof Span 3 A 16.50 in.^2 Re-Roof No Span 4 SX 15.12 in.^3 Plywood Sheathing Yes Span 5 IX 41.59 in.^4 Board Sheathing None Total Rake Span 15.75 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 3.25 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.00 ft Wood Grade #2 Rafter Slope 13° PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F, 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Em1° 510000 psi Member Loading Summary Roof Pitch 3/12 Initial j Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.5 psf x 1.03 11.8 psf 11.8 psf PV Dead Load PV-DL 3.0 psf x 1.03 3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load _ LL/SL1'2 20.0 psf x-1 I x 1 20.0 psf ' 20.0 psf Total Load(Governing LC) TL 31.8 psf 34.9 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Cr)(Is)p9; Ce=0.9,Ct=1.1,I5=1.0 Member Design Summary(per NDS) Governing Load Comb CD CL(+) CL(-) CF Cr D+ S 1.15 1.00 0.96 1.3 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 29 psi 0.4 ft. 155 psi 0.19 D+S Bending(+)Stress 1017 psi 7.9 ft. 1504 psi 0.68 D+S Bending (-)Stress -3 psi 0.4 ft. -1439 psi 0.00 D+S Total Load Deflection 0.93 in. I L/198 7.9 ft. 1.53 in. I L/120 0.61 D+S , ,•:.? ..; ICAI:c.0 -,14.TIONVF-D.ESIGN-WINDTOADS7714- P2,_,:..Ji-,,, %- Mounting Plane Information ' — -. ,' -, , . , ' Roofing Material Comp Roof FVS.YstPrn TYM , ' Solarcity_SleOlount1t1 , Spanning VentsNo Standoffe(Attachthent Hardware). . .' . . , ,., , , 'Comp Mount Type C . --- - Roof Slope 13. . . - Framing Type/Direction Y-Y Rafters Porlin,SPaecing - :.„ , , . X-X PurlinsOnly ' _ - - - ' NA . . . , Tile Reveal Tile Roofs Only NA . - Tile Attachnient'System: . Tile RoOfs Only ,,,.,, NA .. Standinq Seam/Trap Spacing SM Seam Only NA Wind Design Criteria -':,'",' Wind Design Code ASCE'7-05 Wind design keilioil , ,.' _ : -2 Partially/Fully, _ _ . _ Basic Wind Speed V120 mph Fig. 6-1 . _ Roof Style Gable Roof Fig.6-11B/C/D-14A/B - - 15 ft ' ' ' '.2 Mean Roof Height '- ' , e h . . , . . Section 6. Wind:Preskire CalcUlatioti Coefficients ' ' " WindPressureExposure, _ lc_ _1.03 __ _ __ _ Table 6-3 TopographicFactor --_:,-,_. _.,,, ',_-__ _, kzt_ ':.__ _:.,...L.i.„.._ „._,...-1...:_,_ LbO, _.--_: ' ___, 1:. Section6.5.7 Wind Dwectionality Factor_ __k,___ _ ImPoriance°ratter :-::-: :1 -----------77:—T.:6 ----2-7-7' : --,— -Tablei . „ qh= 0.00256(Kz)(Kzt)(Kd)(V'2)(I) Velocity Pressure qh Equation 6-15 32.3 psf Wind Pressure Ext. Pressure Coefficient(Up) GC,(Up) -0.87 Fig.6-11B/C/D-14A/B, . . . , . Ext. Pressure Coefficient(Down) , .GC,(Down; , , 0.45 ,r , Fig.6-11B/C/D-44A/B Design Wind Pressure p p= qh(GC„) Equation 6-22 Wind PressUre,Up - "•i„ ",- ' -, '; ,‘„,- pf„)- -- ,` .',; :: , :- ':,', , =28.2 psf ,-,,,, 'r., Wind Pressure Dninin .' :',' - - -'y `Iieciwn)- „'.! _,- . ,14.5._psf:" =,' ''''T-:', '-'-- rALLOWABLE STANDOFF SPACINGS. ' ' -. - — — 1...._, X-Direction -, •-'. , , ,Y-Direction , Max Allowable Standoff Spacing Landscape 64" 39" Max ._.,...,. : Jaria5Eiple., :, L -: :7-L., .,.24_"', . L,_. _ : __ .:1, ..:',_ __7NA_ _ Standoff Configuration Landscape 'Staggered Max . . 'Standoff Tributary Area-.._ -, ' Trib . ' 17 sf , , PV Assembly Dead Load W-PV 3.0 psf Net WindU_:pet-at Standoff : ., -. - T-actual . . -, - :40:115 -_ - - - ' Upli'ft Capacity of Standoff T-allow500 lbs Standoff Demand/Capacity '. .. DGR ' ' - , , _ • 92.7% , . . . . .. . , . X-Direction, ' - - ' ' , : N4Direction , -1 Max Allowable standoff _ Portrait ___ 327 __66"_____ . _. ,'__,,:,'__,_____,_____:_-___ _,,._-._ NA Standoff Configuration Portrait Staggered , „ . Max StandpftirOutary Argo ..._....____' :. .j,Trib. - -,' 15 sf .. PV Assembly_Dead Load VV-PV- 3.0 psf _ _ kal-Winii,Op.litii—ta -§lariiidt- ,,,- .- .f=aciu-ai _ Uplift Capacityof Standoff T-allow 5iiOlbs___ Standoff Dernanditaiiacify - .'"---; -ifitk . _ ' . . „ . , —'.'77-.4ok ', - , . ,. ,• D � r/ , ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES ' A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A ELECTI-MAL. AC ALTERNATING CURRENT UL-LISTED POWER-CONDITIONING INVERTER. BKISPE TOs N , ECA1 1E® COMPLY WITH ALL CODES OF BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. NEW YORK STATE & TOWN CODES CONC CONCRETE 3. A NATIONALLY-RECOGNIZED TESTING AS REQUB ED AN•, CONDMONS OF DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING APP �D ANOTED • EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, ----_ L FSB FIRE SET-BACK A SIGN WILL BE PROVIDED WARNING OF THE DATE' 1 f .P.## _ __ g `. GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE FEE: 5 c BY: ...__h, .. U.S.M CND GROUND MULIIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY NOTIFY BUILDING DEPARTM 9tAT HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 765-1802 8 AF' TO 4 PM FOR THE I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL +,I Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). FOLLOWING INSPECTIONS: sem; � Y , kVA KILOVOLT AM E EIsc SHORT CIRCUITURRENT BUILDING OR ARE RUN7. DC IRNIN META LI EITHER DO NOTC R RACEWAYS OR 1 FOR POUFOUNDATREDN -CONCRETWOETE QU(RED ENTER USE IS, � ,FUL kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC 2. ROUGH - FRAMING & PLUMBING +, .k �9p-p 1TT P,TEC TE ' LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). 3. INSULATION ` MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 4. FINAL - CONSTRUCTION MUST OF ( I 11F-7,'‘ r _ (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY BE COMPLETE FOR C.O. + f . ; NEUT NEUTRAL UL LISTING. ALL CONSTRUCTION SHALL MEET THE I ----,; i� 1 NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE REQUIREMENTS OF THE CODES OF NEW i' ' '1 OC ON CENTER UL-LISTED LOCATION PROVIDED BY THE r �� PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING YORK STATE. NOT RESPONSIBLE FOR !_, FEB - 1 2016 :: L. ,11 P01 POINT OF INTERCONNECTION HARDWARE. DESIGN OR CONSTRUCTION ERRORS. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE - _ ®' , RETAIN STORM WATER RUNOFF SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. L__ _ � S STAINLESS STEEL PURSUANT TO CHAPTER 236 ---- '-______ STC STANDARD TESTING CONDITIONS OF THE TOWN CODE., TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY • V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT --- -- - - --- -- - - - - - PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT '' • - ' PV2 SITE PLAN . "' I PV3 STRUCTURAL VIEWS • .�_ - ,� PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES = - }:x."•-•,-;;;:.•4.•-•;':e_:'..:!'. ' "`•° - ,-may i PV5 UPLIFT CALCULATIONS ? • PV6 THREE LINE DIAGRAM ' "! Cutsheets Attached 1. ALL WORK SHALL COMPLY WITH THE 2010 ' 'l '° "I �' 14. F 1 R.C.N.Y.S. - - "!.-1,I fit:.„.-• ' ....,4 :, -1. ' .., .J "f,c,v:"r, , 2. ALL ELECTRICAL WORK SHALL COMPLY WITH ' THE 2008 NATIONAL ELECTRIC CODE. — 4s' `Y'" -:KA,c. , .4,1;'. ,;. \ ' .,q;20.5:;',"'1.,:,, \ -4 qig\r-,,.... ' ...2 tt,. ''..,‘: MODULE GROUNDING METHOD: ZEP SOLAR -, - -' ` s o'''''' ,!, \ ,40 y 1,..,1 * - y `' REVIBY DATE COMMENTS 41 - 1825 McCann Ln, 4 s. p 4.. AHJ: Southold Town - -' � '�' : ' X r y�{ {,���DATE COMMENTS r _;,;.e r y,• i^fG ren Pow.NY 4 ` .. 'l .: v. .. .:',I,\.„4, n-c '•I'x 7. r _ -, per,:yr( L ,. r.-J. '� s Y J'1.'+i ©©© UTILITY: National Grid (Niagara Mohawk) .. t� ;, r ©©© s**`. ., ; '' 1 `' '. � .' - ,4 \: ; .• L�,h� -. ©©© * CONFIDENTIAL– THE INFORMATION HEREIN JOB NUMBER J B-119814 00 PREIRSE OWNER` DESCRIPTION: DESIGN:1825 MCCANN LA WS 5.035 KW PV ARRAY Navya Gundeti `•10,14 '���U , CONTAINED SHALL NOT BEEUSEDSFD FOR NE MANCINI, JEFF MANCINI RESIDENCE Y �. N. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 'ii:, Y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C PART TO OTHERS OUTSIDE NE RECIPIENT'S MOOu�Es GR EE N P OR T NY 11944 ORGANIZATION, EXCEPT IN CONNECTION VATH 3055 Clearview Way THE SALE AND USE OF NE RESPECTIVE (19) Hanwha Q-Cells # Q.PRO G4/SC 265 SHEET: REV. DATE: San Mateo,CA 94402 SOLARCIAME TY EQUIPMENT, WITHOUT THE WRITTEN PAGE N T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. INVBB ABB , PVI-4.2-OUTD-S-US-Z-A (646) 246-0680 COVER SHEET PV 1 9/2/2015 (888)–SOL–CITY(765-2469)www.eolarcityaam ‘4/ .. YAY UH:124 MPl AZIMUTH:245 ARRARAY AZIMUTH: 45 . . MATERIAL:Comp Shingle STORY: 2 Stories ` ' PITCH: 13 ARRAY PITCH:13 0 MP2 AZIMUTH:245 ARRAY AZIMUTH:245 MATERIAL:Comp Shingle STORY: 2 Stories Inv ) : ', D ) o 0 / < —___—___. O O0 o < co(. --..,,4" v.p, 7- - (---dalri F NEIN X11- O O I 1--''?I'iri, W q - it s —^ (• / •0 Us • giA" O o ,,0,:1111: 1365� ��i ° RDFESSICNP A 2 ° 1 A I-4 0 0 Front Of House LEGEND o 0 0 kA a____ Q (E) UTILITY METER & WARNING LABEL 0 0 ® INVERTER W/ INTEGRATED DC DISCO q & WARNING LABELS 4,1 . ° ° DC DC DISCONNECT & WARNING LABELS 0 a. o o ® AC DISCONNECT & WARNING LABELSf ` A a o . .1/4„,,„,.. 1111 -1r1�' Q DC JUNCTION/COMBINER BOX & LABELS ' ` \ WiLifr D DISTRIBUTION PANEL 8c LABELS 1 LC �� Q LOAD CENTER & WARNING LABELS . : <; 00 • O DEDICATED PV SYSTEM METER ° oQ STANDOFF LOCATIONS C CONDUIT RRUUNN ON EXTERIOR Ir -Tiir _0 (E) DRIVEWAY ®®® GATE/ ON INTERIOR , '►,,' N L, Q HEAT PRODUCING VENTS ARE RED il# N r,,1' Ik 'I INTERIOR EQUIPMENT IS DASHED � L �J SITE PLAN N Scale: 1/8" = 1' W `���piil&yw , PO 0 1' 8' 16' f ■,.•ice ,,.,: .. rlii/ /,nc,v J B-119 814 00 PREMISE OWNER DESCRIP1ION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ) tSoIarCity CONTAINED SHALL NOT BE USED FOR THE MANCINI, JEFF MANCINI RESIDENCE Navya Gundeti BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1825 MCCANN LA WS 5.035 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: GREENPORT NY 11944 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q-Cells # Q.PRO G4/SC 265 3055 aearvier Way PAGE NAME SHEET REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-4.2-OUTD-S-US-z-A (646) 246-0680 SITE PLAN PV 2 9/2/2015 (888)-SOL-CITY(765-2489)www.eolaroity.com ' NOTE: LAP SPLICE DOES NOT NEED TO BE CENTERED ON THE MEMBER (E) WALL OR SUPPORT BELOW (E) RIDGE BOARD M OR SUPPORT BELOW ® SIMPSON SDW SIMPSON SDW 22458 2x6 SPF12 (NN �,'% ! 22300 WOOD WOOD SCREWS Alk �/�U/// -51s �,.�t) (E) 2x4 SCREWS (N) SISTER MEMBERS r (E) RAFTER '/f'// //////,%///lX// ////////4////////////7 /1///f/i.., N ' F , '/////////////'// //////",//////// //////4I//. /i1 (E) LBW n 15'-5" " --111r–' x /SEE MP SIDE VIEW OFOR(REQUIRED LENGTH / -V- O SIDE VIEW OF MP2 NTS SISTER UPGRADE INFORMATION: RAFTERIUPGRADE INDICATED BY HATCHING UPGRADE NOTES: D2 D2 MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. v wow" LANDSCAPE 64" , 24" STAGGERED 2. FASTEN (N) SISTER TO (E) MEMBER W/SIMPSON SDW 22300 (IF 2–PLY) OR 22458 PORTRAIT 32" 16" (IF 3–PLY) SDW SCREWS AS SHOWN AT 16" O.C. ALONG SPAN AS SPECIFIED, IF RAFTER 2x6 @ 16"OC RAZI 245 PITCH 13 WOOD SPLITTING IS SEEN OR HEARD, PRE–DRILL WITH A " DRILL BIT. C.J. 2x6 @48"OC Comp Shingle - aRRAAYaz< 245 PITCH 13STORIES.2 ALT. OPTION FOR FULL LENGTH MEMBERS ONLY– FASTEN (N) SIDE MEMBER TO (E) RAFTER W/10d (IF 2–PLY) OR 16d FROM EACH SIDE (IF 3–PLY) COMMON TOP VIEW OF PARTIAL LENGTH LAPPED SISTER NAILS AT 6" O.C. ALONG SPAN. � •SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED Scale: 3/4"=12-0" ® 1 ,I� 1 6" END „ ,,..----- -----' • DISTANCE X 1' 6" --16" O.C. TYP.-I' (E) 2x6 RAFTER 0 11 —3�� (776F � K• Zq�yO 2�4,� — 13 * 1::1,--1141 o— o —e 6 (E) LBW n "; ' . cc w T . -. t_ z SIMPSON SDW WOOD SCREWS 1 (N) 2x6 SIDE MEMBER 31 is SIDE VIEW OF MP1 NTS �ARo/36oP\, A ESS. 2x6 END FASTENER GROUPING M P 1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES D2LANDSCAPE 64" 24" - STAGGERED Scale: 1"=1'-0" PORTRAIT 32" 16" RAFTER 2x6 @ 16" OC ROOF AZI 245 PITCH 14 STORIES: 2 ARRAY AZI 245 PITCH 14 C.). 2x6 @16" OC Comp Shingle ' CONFIDENTIAL– TJ B-119 814 PREMISEOWNER: DESCRIPTION: DESIGN: HE INFORMATION HEREIN JOB NUMBER ��`�a CONTAINED SHALL NOT BE USED FOR THE MANCINI, JEFF MANCINI RESIDENCE Navya Gundeti ':s So�arC■�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNT NG SYSTEM •�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1825 MCCANN LA WS 5.035 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MCODUS GREENPORT NY 11944 ORGANIZATION, EXCEPT IN CONNECTION YAM , 3055 Clean/few Way 1HE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME SHEET RLV DATE San Mateo CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. ABB # PVI-4.2—OUTD—S—US—Z—A (646) 246-0680 STRUCTURAL VIEWS PV 3 9/2/2015 (888)–SOL–CITY(765-2489)wsoarcIty.com • PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ' ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C aiaii—k ATAI ifiifi WIII,,.� IFI F ZEP FLASHING C <��T�� � ( ) INSERT FLASHING. .–��r.:z ........1.....—c--;411—......- (E) COMP. SHINGLE v'Iommirr-- ;mmomP,-- (t) PLACE MOUNT. (E) ROOF DECKING TrA lk4161/ =1.11 (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) BOLT & WASHERS. • (2-1/2" EMBED, MIN) (E) RAFTER STANDOFF Scale: 1 1/2" = 1' (ISF NEIN *� `– ct c� IIIS, I' . ' w ' _`- -----z- N.,„ \ 07�31,(18 \` ,o vs1365 �'<i 'QCIFESSIONP CONFIDENTIAL— THE INFORMATION HERONJ B-119 814 00 PREMISE OWNER: DESCRIPEON: DESIGN: JOB NUMBER: \�\ta � CONTAINED SHALL NOT BE USED FOR THE MANCINI, JEFF MANCINI RESIDENCE Navya Gundeti �;,`�Olar�I�� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSIEM: -',� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1825 MCCANN LA WS 5.035 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES GREENPORT NY 11944 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 Clearvlew Way THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q–Cells # Q.PRO G4/SC 265PAGE NAME SHEET: REV DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVEtTER: T:(650)638-1028 F:(650)638-1029 PERMISSION of SOLARCITY INC. ABB # PVI-4.2–OUTD–S–US–Z–A (646) 246-0680 STRUCTURAL VIEWS PV 4 9/2/2015 (888)—SOL—CITY(765-2489)www.salarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-119 814 00 PREMISE OWNER: DESCRIPRON: DESIGN: CONFIDENTIALIED — THE INFORMATION USED HEREIN JOB NUMBER SolarCity CONTAINED SHALL NOT BE USED FOR THE MANCINI, JEFF MANCINI RESIDENCE Navya Gundeti �_ , BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'ar NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1825 MCCANN LA WS 5.035 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULESGREENPORT, NY 11944 ORGANIZATION, EXCEPT IN CONNECTION WITH3055 aearvtew Way MITTEN SALE AND USE OF THE RESPECTIVE (19) Hanwha Q—Cells # Q.PRO G4/SC 265 PAGE NAME: SHEET REµ DATE San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE TENT:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. INVERTS: (646) 246-0680 PV 5 9/2/2015 (888)—SOL—CITY(765-2489)www.sdaraty.com ABB # PVI-4.2—OUTD—S—US—Z—A UPLIFT CALCULATIONS GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (N) GROUND ROD Panel Number:LC3040B1200 Inv 1: DC Ungrounded _ INV 1—(1)ABB # PVI-4.2-0111D—S—US—Z—A LABEL: A —(19)Hanwha Q—CellsQ.PRO G4/SC 265 , AT PANEL WITH IRREVERSIBLE CRIMP Meter Number.35274755 FCI Inverter, Zigbee 4200W, 240V, 96% PV Module; 265W, 241.3W PTC, 40mm, Blk Frame, H4, ZEP, 1000V Overhead Service Entrance INV 2 Voc: 38.01 Vpmax: 30.75 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL (E) 200A/2P MAIN CIRCUIT BREAKER ADJUST MIN. ACTIVATION VOLTAGES! (E) WIRING Inverter 1 IND 1 Vstart= 200V 200A/2P 30 ABB DC+ PVI-4.2—OUTD—S—US—Z—A 1 DC- MP 1: 1x9 •j� (E) LOADS l EGC rrli • 1 u EN 1— L • •� Dc 1 �, �� N �� DG I 9C+25A/2P EGG DC+ VStart= 200V '� G MP 1: 1x10 IN i� ��A GEC 1� _ —DG • rrli �— I ( GND I-___EGC-_- _�GC I (1)Conduit Kit; 3/4' EMT N J_ I _ I V -- EGC/GEC _j o - z—z c2 ----GEC I TO 120/240V I SINGLE PHASE � UTIUTY SERVICE I I II I - I 1 EGC ON ROOF TO BE ROUTED WHERE NOT SUBJECT TO PHYSICAL DAMAGE. WHEN ROUTED SUBJECT TO PHYSICAL DAMAGE THE SIZE MUST BE INCREASED TO #6 SOLID BARE COPPER. Voc* = MAX VOC AT MIN TEMP POI (I)MURRAY MP2 5 AC Breaker, 25A/22P, 2 Spaces DC —(1)Ground Rod; 5/8' x 8', Copper - O—(1)AWG#10, 11WN-2,Black (2)AWG#10,PV Wire,600V, Black Voc* =386.22VDC Isc=9.23 ADC —(1)AWG#10, THWN-2,Red Cr? t (1)AWG#6, Solid Bare Copper EGC Vmp =276.75VDC Imp=8.62 ADC --(1)AWG#10, THWI'1-2, White NEUTRAL Vmp =240 VAC Imp=20 MC . (1 Conduit Kit; 3/(EMT . . —(1)AWG#8,,1HWN72, Green EGC/GEC-(1)Conduit Kit; 3/4'EMT . _ V (2)AWG#10, PV Wire, 600V, Black Voc* =429.13 VDC Isc=9.23 ADC O -g—(1)AWG#6, Solid Bare Copper EGC Vmp =307.5 VDC Imp=8.62 ADC (I)Conduit Kit;_3/e DAT .. JB-119814 0 0 PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIALIED — THE INFORMATION USED FORHTHE JOB NUMBER: .i SolarCity CONTAINED SHALL NOT BE USED THE MANCINI, JEFF MANCINI RESIDENCE Navya Gundeti =. r BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'t" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 1825 MCCANN LA WS 5.035 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: GREENPORT, NY 11944 ORGANIZATION, EXCEPT IN CONNECTION WITH 3055 aearview Way THE SALE AND USE OF THE RESPECTIVE (19) Hanwha Q—Cells # Q.PRO G4/SC 265 San Mateo,CA 94402 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHS: REV: DATE T:(650)638-1028 F:(650)638-1029 PERMISSION OF SOLARCITY INC. �1'�'QL (646) 246-0680 PV 6 9/2/2015 (886)-SOL-aTY(765-2489)www.solarcltyccm ABB # PVI-4.2-OUTD-S-US-Z-A THREE LINE DIAGRAM WARNING:PHOTOVOLTAIC POWER SOURCE Label Location: Label Location: Label Location: (C)(CB) WARNING (AC)(POI) WARNING (DC) (INV) Per Code: Per Code: Per Code: ELECTRIC SHOCK HAZARD ELECTRIC SHOCK HAZARD NEC 690.31.G.3 NEC 690.17.E NEC 690.35F DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS ( ) Label Location: TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARE TO BE USED WHEN PHOTOVOLTAIC DC (DC) (INV) LOAD SIDES MAY BE ENERGIZED UNGROUNDED AND INVERTER IS • DISCONNECT Per Code: IN THE OPEN POSITION MAY BE ENERGIZED UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: PHOTOVOLTAIC POINT OF (P01) MAXIMUM POWER-_A (DC)(INV) INTERCONNECTION Per Code: POINT CURRENT(Imp) WARNING: ELECTRIC SHOCK NEC 690.17.4; NEC 690.54 MAXIMUM POWER Per Code: HAZARD. DO NOT TOUCH POINT VOLTAGE(Vmp)_V NEC 690.53 TERMINALS.TERMINALS ON BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM VOLTAGE(VoC)_v MAY BE ENERGIZED IN THE OPEN SHORT-CIRCUIT POSITION. FOR SERVICE CURRENT(Isc)_A DE-ENERGIZE BOTH SOURCE AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC • Label Location: OPERATING VOLTAGE V WARNING (DC)(INV) Per Code: ELECTRIC SHOCK HAZARD NEC 690.5(C) IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED Label Location: CONDUCTORS MAY BE CAUTION (P01) UNGROUNDED AND ENERGIZED DUAL POWER SOURCE Per Code: SECOND SOURCE IS NEC 690.64.6.4 PHOTOVOLTAIC SYSTEM Label Location: WARNING (DC)(CB) ELECTRICAL SHOCK HAZARD Per Code: Label Location: DO NOT TOUCH TERMINALS NEC 690.17(4) CAUTION (D) (P01) TERMINALS ON BOTH LINE AND Per Code: LOAD SIDES MAY BE ENERGIZED PHOTOVOLTAIC SYSTEM IN THE OPEN POSITION CIRCUIT IS BACKFED NEC 690.64.B.4 DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT Label Location: WARNING (P01) Per Code: Label Location: INVERNOUTPUTNEC 690.64.6.7 AC (P01) DO PHOTOVOLTAIC AC (AC) CONNNR ECTIONNNOT RELOCATE (AC).AC Disconnect Per Code: THIS OVERCURRENT (C): Conduit DISCONNECT NEC 690.14.C.2 DEVICE (CB):CB Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC). Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect MAXIMUM AC _ A (AC) (P01) (LC): Load Center OPERATING CURRENT Per Code. (M): Utility Meter MAXIMUM AC V NEC 690.54 OPERATING VOLTAGE (P01): Point of Interconnection CONFIDENTIAL— NE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR -04,0 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,NOR SHALL IT BE DISCLOSED .a- ' ■ San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE NE RECIPIENT'S ORGANIZATION, Label Set ����..` T(650)638-1028 F(650)636-1029 EXCEPT IN CONNECTION WITH NE SALE AND USE OF THE RESPECTIVE •SolarCity I>� (888)-SOL�TY(765-2489)50)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT NE WRITTEN PERMISSION OF SOLARCITY INC. ° • lsL 0 , ts>r *SOIarCity I ZepSolar Next-Level PV Mounting Technology 'gSOIarCity ZepSolar Next-Level PV Mounting Technology illZep System Components , for composition shingle roofs t �^ * ' tt_ - b' Up-roof ' Lv iia :Clik t, ;--, '' -.4 ,•.;,,,,,,,,--:„I'''' '''''''1:*'-': "Ground Zep — {Keysia¢ssa,mi —"Leveling Foos - »., �+ f \ # f 00 it -J� Zcp CompatMle PV lwod•d .,"+ y `1' .u • ZepCrwore ...++` ...-+..." Goof Attachment • Array Skirt —.,.,...ir - - s';' ,,,� neg c I ti` �� Description � I 1A®�� • PV mounting solution for composition shingle roofs \�� �r ,�l - com Works with all Zep Compatible Modules t O. t' _ 0 101 II • Auto bonding UL-listed hardware creates structual and electncal bond .,. • Zep System has a UL 1703 Class"A"Fire Rating when installed using JL LISTED modules from any manufacturer certified as"Type 1"or"Type 2" Comp Mount Interlock Leveling Foot Part No.850-1382 Part No.850-1388 Part No.850-1397 Listed to UL 2582& Listed to UL 2703 Listed to UL 2703 (0) Specifications Mounting Block to UL 2703 • Designed for pitched roofs • Installs in portrait and landscape orientations �i �� • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 \II • Wind tunnel report to ASCE 7-05 and 7-10 standards �?� `�� VIE -i • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 `� a `, Wig • Zep System bonding products are UL listed to UL 2703 ��. `�1 q 11IIP" • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices ( Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services Zep Solar's sole warranty is contained in the written product warranty for each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty The customer is solely responsible for venfying the suitability of Zep Solar's products for each use Specifications are subject to change without notice Patents and Apps zspats com responsible for venfying the suitability of Zep Solar's products for each use Specifications are subject to change without notice Patents and Apps zspats com 02 2715 ZS for Comp Shingle Cutsheet Rev 04 pdf Page 1 of 2 02 2715 ZS for Comp Shingle Cutsheet Rev 04 pdf Page' 2 of 2 Additional highlights: 4,-...s;.....:;,,-- --%.•4:;::,"::1' Solar inverters — RS-485 communication interface , ' B (for connection to laptop or data logger). PVI-3.0/3.6/3.8/4.2-TL-OUTD - Integrated Arc Fault Detection and w= : 'X,1 3.0 k W t o 4.2 k W Interruption(-A Version). .C,7, ...;*tr '; -(,, yx ,- a,,, ."--=4k_: • C r t0EAN,NI-V'ECIFICAT 5°. 0-.- MNe. 1t•t tl t.; _ Format 65 7 m x 39 4 m x 1 57 in(including frame) _ * I _ _ _ (1670 mm x 1000 mm x 40 mm)- _ „„ 111�M `_ I'tI Weight 44 09 lb(20 0 kg) .s - Front Cover N 0 13in(3.2 mm)thermally pre-stressed glass .,„ + - -._- � with anti-reflection I ' c -•':• - .°^% _-.-_ ` - :" Back Cover w Composite filmtio [p) ""." _ i n techno ogy o-� 4,1 39,1,1000 rrrn1 2 ^' ' ., �" _ [ Frame Black anodized ZEP compatible frame °ei i . '".`-�j--_,.�.w-'�==-u` u„. .. R is --- t Cell 6 x 10 polycrystalline solar cells - :s`•"-` 1' ,, �,� Junction boxy Protection class P6with bypass diodes ^^ T .,r-.n..w..m°rau °iPi"'°'°y - { Cable`` 4 mm'Solar ca:0:1194(7,,,Ii) e, >_47 24 w(1200 mm),(-)a47 24 m(1200 mm) �� 1 , °carr•Ham'""- / - IC actorAmphenol,HeliP6e) 30.>•U„-,OI© I°"•" I0r t',. :; E -CTRIGvCIRATRT #� �� gra ' . • . PR / C 255 265 �E TI � . , _ �___ __PERFORMANCEATSTANDARD ITIONS(STC YODO W/m',25-C,AM 1^56 SPECTRUM)',+ + 4. ', - POWER CLASS(+5W/-D W) -_--_ [W] 255 _.._ R__...._._ .•260_...__._.____....�.� 265 , 1 (.\ , Nominal Power __,..�_ __ PNpP [W] __ 255 260 265 ) POLYCRYSTALLINE SOLAR MODULE Short Circuit Current in 907 -915 923 j Open Circuit Voltage V°C lV] 37 54 37 77 38,01 I I Current at PR„ Ia,, [Al _ 8.45 8 53 8 62 a ..,--�.:.: (Voltage M P-.:---,11-71_,- —T_— 1-1-_-_- --V---.„ -.„ - - [Vl ---_. .-_._.. 30 18 --__--.-..._.- -.-30 46 - ----- - `-_- 30 751 The new Q.PRO-G4'/SC is the reliable evergreen for all applications,with J i 1 EHlclency(Nominal Power) II (%1 x15.3 x15.6 x159 F I I ;a I-...„ AT NORM LOPER__ . E. . ..,.. ^ '{. Wd_s'" .3 a black Zep CompatibleTM frame design for improved aesthetics, opti- I ---1,� ' PERFORMANCE AT NORMAL,OPERATINGCELLTEMPERATURE(NOCT^BOOW/m°;45x3'CaAM1:5GSPECTRUM)' , � .' =r; !y i 111 r, BC mized material usage and increased safety.The 4th solar module genera- i, POWER Wnal Power (rent/OW) I. __4(Al 17 55 1 ,38 1744 } tion from Q CELLS has been optimised across the board: improved output l_I Short 3 } yield, higher operating reliability and durability, quicker installation and ) ---- --__ _ ___ _ + Open Clrcult Voltage w Va_ [Vl 34,95 35 16 35 38 more intelligent design. *,. i Current at P"„A rv_ IR„ IA] 661 666 675 , 'f s, v:.- i Voltage at P"„ VN„ T[V]..- 28 48 2835N 29 01 + I 'Measurement tolerances STC±3/(Pm„),s10%(Iu,V.,Im,,,Vm„) 'Measurement tolerances NOCT t5%(P^,,,),±10%(I.,Vim,I.„,Vm„I INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY x f `" ELL PERFORMANCE"E I "I N - ( ��j) f • +•'OCELLSPERFORMANCEWARRANTY ,-» AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, I i_--.m At least 97%of nominal power during ,R 103- T r r r n and temperature behaviour. plus long-term corrosion resistance due !ss _ , «,u.� first year Thereafter max 06%degra- •__ t ' tty� 'N g. '. 9°"°'°'"'""°•'"'"' dation per year •Certified fully resistant to level 5 salt fog to high-quality ® °� At least 92%of nominal power after ei 15 • L J__1__ i_ ears •Sol-Gel roller coating processing. i,. " At t 110 ea t92 of nominal power after -1-1--t--1- ENDURING + i ENDURING HIGH PERFORMANCE n" a :VA i..- 25 years as--4--ri---I----1- Long-term Yield Securitydue to Anti EXTENDED WARRANTIES '� ,• ,• ,•n • a;° All data within measurement tolerances 7 �-,,ex ,� fi„-,. ,s._, --,„,,, Full warranties In accordance with their PID Technology',Hot-Spot Protect, •Investment security due to 12-year hi„R '''2-.�° warranty terms of the Q CELLS sales IRRADIANCE WW1 �'---'''' '°`” `''` '--'-- organisation of your respective country and Traceable Quality Tra.QTM. product warranty and 25-year linear - _ ” MM The typical change in module efficiency at an irradiance of 200 W/mr in relation =',,===="'"'"' Yves to 1000 W/m'(both at 25°C and AM 1 5G spectrum)is-2%(relative) •Long-term stability due to VDE Quality performance warranty,. p , I Tested—the strictest test program. TEMPERATURE COEFFICIENTS(AT 1000W/M2;25°C,AM,I.5 G SPECTRUM), m -y. p ae P CICELLS Temperature T ur e /K 8 —E-U;;RESEARCH Tem eraWre CoeNlclem of I a PAM/Rl +0 04 Temperature Coefficient _.___w� [%/K] +Y moty� -o3oi SAFE ELECTRONICSOP BSD PV` Temperature Coefficient of P„, y 1%/M/Kl 0 41 NOCT (°F] 113±5.4(45±3°C)i N Ni r OTECHNOLOGYDULES •Protection against short circuits and (a,n +P20PERTISFOt}YS+�EMrDESIGNr _ 1- ; 4- 7_ ,r "° ;.xa `' r-ss -,a. o 7110i SCOT en°zecr i o 1 thermally induced power losses due to 2015' 0,, I Maximum System Voltage Van M 1000(IEC)/1000(UL) Safety class II o 't, V500rnulenu.nly ¢Maximum Serres Fuse Rating.__ -_-[A OC] +�-_____ - _20 Fire Rating-____ __ ______� _ - • C/TYPE 1 breathable Junction box and welded uaao., } _ . _ _ _. _ Cables Max Load(ULP [Ibs/ff'] ~ 50(2400 Pa) Permitted module temperature -40°F up to+185°F i u �,. f an continuous d (-40°C u to+85°C) e duty VDE }(PhgMn)i l. Load Rating(UL)' [lbs/tN] w 50(2400 Pa) see Installation manual 7 i Quality Tested " Q(EQS, rx,r - +r-'r"$.-rs a. Y 33.3` ,-. y a _ at ., '.' 0 . °,.O..a� ;Bast p lyciystalhae,� QU`9LIFICATIONS AND CERTIFICAtT-.ES • PACKAGINGrINFORM'ATION- � � _ ^ solar modulo 2013'� °. #, t UL 1703,VDE Quality Tested,CEcomphant, Number of Modules per Pallet 26 J PfO4uct wvve0ai� I,^.-.°°A0'°"'S -: IEC 61215(Ed 2),IEC 61730(Ed l)application class A THE IDEAL SOLUTION FOR: ID 40032587 "` + Number of Pallets per ss'container _J __________�____ _-__ 32 I Rooftop arrays on l V N° °�„ Number of Pallets per 40'Container 26 I - Aresidential buildings Qc,OMP4T/� DVE C E C S US j v, Pallet Dimensions(L x W x H) 68 7 in x 45,0 in x 46,0 in i 8" / .�®!07 i 1 ACOMPnTo (1745 x 1125 x 1b156 kg) i • _ Pallet WeIgM _ - 1254 Ib(569 kg) i a red°p ,v NOTE Installation instructions must be followed See the installation and operating manual or contact our technical service department for further information on approved installation and use of e APT test conditions Cells at-1000V against grounded,with conductive metal foil covered module surface, COMPp4s - this product Warranty void if non-ZEP-certified hardware is attached to groove in module frame 25°C,168h • See data sheet on rear for further information. Nanwha O CELLS USA Corp 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL gcells-usa®gcells com I WEB www q-cells us Engineered in Germany Q CELLS Engineered in Germany GI CELLS J