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HomeMy WebLinkAbout41423-Z gufFo�,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED). Permit#: 41423 Date: 3/15/2017 Permission. is hereby.granted to: King, Mark 200 E Mill Rd Mattituck, NY 11952 To: construct roof-mounted solar panels on existing single-family.dwelling as applied for with flood permit. At premises located at: - 200 Mill Rd, Mattituck Y N07- j NST04 L-t SCTM # 473889 Sec/Block/Lot# 106.4-5 Pursuant to application dated 3/9/2017 and approved .by the Building Inspector. To expire on 9/14/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $300.00 CIL Buildin Inspector 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-existingBuilding- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15,00 Date. New Construction: Old or Pre-existing Building: I (check one) Location of Property: 2d D m 1 V I k 6k . M(A, 40(&d< House No. y� Street Hamlet Owner or Owners of Property: I 1 S e )& n Suffolk County Tax Map No 1000,Section U Block Lot 5 Subdivision Filed,Map. Lot: s r �9� Permit No. Date of Permit. Applicant: L.iSOU MG�a m�I(^�, Health Dept,Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate .Final Certificate:✓ (check one) Fee Submitted:$ LIU Applicant Signature FIELD INSPECTION REPORT DATE COMMENTS -m t� FOUNDATION(1ST) W -------------------------------------- FOUNDATION (2ND) � O ROUGH FRAMING& H PLUMBING r INSULATION PER N.Y: STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ' 0 z m H d t�J �d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,.before.applying?. TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets.of Building Plans .TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_ Single&Separate Storm-Water Assessment Form J Contact: 1 -161 h Rna" y PPJ s.►s hem s A roved I� 20 L Mail to:14-1 o SOLAKd Awl Disapproved a/c MA,4ii� LkGK-r11 Phone: Expiration ,20 i� � B it mg I ctor 1'' D. MAR ` 9 2017 PLICATION FOR BUILDING PERMIT Date 20 1+ BUILDING DEFT. INSTRUCTIONS TOWN OF SOUTHOLD 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 coinnienced within 12 months after the date of issuance or has not been completed within18'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 alf applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary.inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) LA oust In_Ck n\ I I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Se, 16 (As on t e tax roll or latest deed) ' If applicant iration, signatw of duly authorized officer ame and title of corporate officer) Builders License No. MOM - H Plumbers License No. Electricians License No.. �2.�Q Mr. 'Other Trade's License No. 1. Location of land on wb i ch_nroposedmorka ill:.be done: ,e//7� b-OD House Number Street Hamlet County Tax Map No. 1000 Section I (O Block Lot . . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �f' : ; ° Depth Height Number oftStones 8. Dimensions of entire new construction: Front Rear C Depth Height Number of Stories 9. Size of lot: Front Rear Depth "I"?, 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ` 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO Mark MMO Den�'s W0.414tC ' ,N l- l�ca — �0 3 14.Names of Owner of premises 16'Y1I� Addressip 6 N►I Il RA. Phone o. Name of Architect L&1 1 Address5 esle 40 Cif-smi A*q b (1S1.5 - Z 53 Name of Contractorg7A fn 5riL (w S\jskmskddress�{-40 �0_UVN L A4-t-Phone No. 3I` 1-41' ()04 —r MQ.,!+f+lA,L K 11452 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 54 I(Am if, �,�Yl h IT�i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C� � dl CTU (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best oftTRtfle AAff and belief;and that the work will be performed in the manner set forth in the application filed tHq lfUBUC-STATE OF NEW YORK No. 01 MA4676634 Sworn to before me this, Qualified In Suffolk County j, day of Qom, 20 / My Commission Expires•March 30, 206 Notary Public Signature of Applicant F r CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned is (are)the owner(s)of the premises in-the Town of Southold-, located at 2.0 INt i 11 'R,dl,• M Q4f+tkGk, which is shown and designated on the Suffolk County'Tax Map as District 1000, Section O(0 Block 4 ;,Lot r That the undersigned Ea))(have).filed, or cause to be filed, an applica ton in.the Southold Town Building Inspector's Office for-the following: So l a y' ya Yl?t That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of�Southold to enter upon t.►e above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules.and regulations ofthe Town of Southold. The undersigned,in consenting to such inspections,do(es)so with.the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecution's for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 2),,,,(Signatujq) (Print Name) (Signature) (Print Name) V21 A 4 1: ,:•;:. . APPLICATION :.� PAGE I of 4 TOWN OF SOUTHOLD �t FLOODPLAIN DEVELOPMENT PERMIT APPLICATION f This form is to be filled out in duplicate:; lit �LGTION al'JG1si�IRI2A.L'PROYI5f0MS (APPLICANT to-read and•stQnl'� work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if ti'o work is commenced within six months of issuance. 6. Applicant is hereby iaformcd that other permits may be required to fulfill local,state and federal regulatory TC9l1�i:eRTGplS: 7 :4pplicaiit'herc6y g'ties.oaQsen[_xii':thc=Local Administrator-or his/bcr representative to make emasonable ' uupectitins required to,venfy compliance 8: I,,THE.ctiPPLICANT,CEwn Y TIIA'I'Ai-!�STA IEMENTS HEREIN AND IN ATTACHMENTS TO r� 1TITS A.PP ACAT10N AID,T. THE 1.F-,, OF hfY IWOWLEDGE,'fRUfi AND ACCURATE. �Nt/y r lit -�1,►r��J uy"- 'DATE -lE � . (APPLICANTS SIGN.4TC)R) )�� y .SLCrt.� N � �i',Ro,PC�S> p, lj. s. �";pl,�ih.lV'G frr�'�c corcrnpt:ted.�,APPf ICAh"C�,; ,: APP�ICP.Nr o .nun �A W&I Eater E' ►� �. ► 2 ,4004 BUILDER *40 a AOO- �{= u.al 4} + L I t 62 4.4 -40 04- ENGINEER L . i �_ _SCi O�Y1dr 2 �.�� Q�Y� C�-I, �•Yy-\RhlbwY 1 ►t 543 . 2Q53 -PROJECT LOCATION: To avoid delay in proc=ing the application, please provide enough information'-fo easily'fd'catify tlte;i poject " location. Provide the street address, lot oumber or letal description (attach) ant, outsl'de urban areas, the distance to the nearest intersecting road or well-knownodin laark. A sketch attached lC�•tlus',_applieaUtou+sl�owing the project location would be helpful. j ----------------- i' FDP(93) • ,I A APPLICATION ;V PAGE 2 OF d DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTUR—A—L DEVELOPMENT ,ACTjVfTY STRUCTURE TYPE • New Structure VI'Resideutial (14 Family) • Addition 11 Residential (More than 4 Family) • Alteration 0 Noo-residential (Floodpo 0 Yes) Combined Use • Relocation. 0 C . dal & Commercial) • Demd6tiou— P 0 Maaufacturtd Home (Io Manu- • Replacement factured Home Park?. 0R Yes) O 2AA. 4- ESTIMATED COST OF PROJECT s I B.OTHER DEVELOPMENT ACTIVMES: 0 .0 Grading;' 0 a* Checked Above) for:Sttu _Q,6ye pp�4: 0 WSt4.do. 4i4d;mc'r'ado0 Q�qawft JD c ggA.-Ph" -.6 and-Channel Modifications) 0 Drainage,Improvementi.(Indudin g Culvert Work� cdgcructioo Sulvusion f _PAU After completing SECTION 2, APPLICANT should submit form to Local Administrator for rovicw. IN 3 o�6nmw tit FE WM-0 Al.AbiViNTS AA The proposcd development is located on FEM Panel No.— DatcA The Proposed Development- 0 Is M_QI located in a Special Flood Hazard Area (Notify the applicant that the ap,Pqg4dqn review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQ41!*P); 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is i6ol'yea, flood elevation aC C'sitc is. _Ft. NGVD (MSL) 0 Unavailable 0 Tbc, proposed dcyclopcocn( is located io a floodway,, FBFM Panel No, Da(cd 0 Scc Section 4 for additional instructions SIGNED -DATE____ r , APPLICATION PAGE 3 OF 4 SFCI•10�t + '01)'ft'ICINAI fNFnitM fi(7N ft[C)`UIR'E[) fTa`hc camnlci'ccl 1? LQCA1 t UMf!*1IS R ITnR'1 The applicant must submit [he documents checked below before the application can be processed: O A silo plan showing the location of all cpi ling structures, water bodies, adiacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and s.pccifications,including where applicable: details(or w anchoring structures,proposed elevation of lowest floor('including basement), typms of water resistant materials used below the first floor,details of noodproofwg of utilities located below the first floor and details of enclosures below the first floor. .Also•. O Subdivisiou orot.hc.r,dcvclopment plans(If the subdivisioi,or other development exceeds A lots or 5 acxcs,wliicl>cvcr is the lesser, the appl'icant'mics,provide 100-year floodclevattans if they arc not otherwise available). O PtW showing•the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). f3 hloodproofing protection level (non residential only) Ft'NGvD'(MSL': For :poodpraofed structures; ;Ipplicant must•attach certification [torn rrgisccrcd;c'gin6er or _ ar�hiteet: j O'Certification from a t f�cgistteed cng veer that the propgscd;acli7,Rt in a=ragul.atory lloodway will riot result in,.,Irly increase in the height of the 100'1earn ffood. A cvpy'of all data and calculations supporting this finding must also be submitted. to ©.thcr. 7I 1`C�_.I Ss PErRJyf,f T bG"I E:RMi't A7'1(7�i`f_['TQ Ze d-ilctcdIs Q iY LOk;AL ADfYlFP1f.ST1 r�I OI2�. I have determined that the proposed activity. A. O Is B.O Is not in conformance with provisions of Local Law , 19_.- The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE, eli'cc'ed, the Local Adurinistrator may issue a Dcvelopmcot Permit upon payrncot of designated fee. if(y1Q j ''tk,cd, (be Local Adminislraior will provide a written summary of d.�fZcicncics, ,Applicant may rcv3e anrJ, rC's:t'lla,tYiit an application to the Local Administrator or may request a 6ca'ring from (be, Board of Appeals. ro +I r APPLICATION rY PAGE 4OFI APPE.ALS: Appealed to Board of Appeals? O Ycs ❑ No Hearing date:. p''pc is ;o r.d-Dcpsroo -;Approvcci?-p'i'cs—C 'I',;: Conditions E hO IIUTLT.LLEVr19`IO To be submittcd;l APPLICANT'' 'c forc:Cc Brea of G°'`m fiance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actud (M-B.uilt)Elevation of the top of the lowest floor,include B bascipcnt.{irt:Coastal High IF�faia ct rlr�as. bottotii o[lowest structural member-of the lowest floor;cxclu Ung p L4ug aOd.•'COlumns) ns:. FT. NGVD (MSL). r . .2- Actual (As-Built) Elevation of tloodproofwg protection is FT. NGVD (IvfSL)_ N(}i Any work performed prior to submittal/of the above information is at the risk/if the ApplVcaant.. ; ECIIQV 7 CO PLIA.NCI~ACPION (To be-completed by I.Og4: "k-gIYI_FNISI'FLA'I[)iZl The LOCAL ADMINISTRATOR will complete tbis section as applicable based on inspectioo of Che project to ensure compliance with the community's local law for flood damage prevention. INSPtCT1ONS: DATE BY .DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? I7 YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,sm-nG,N $': C);R'FIFTCA7I OTC_ rfi'_LIAN .11 4 I c com�ticti d by LOCAL A'IMINTSTRA"T'OI21' Ccrocate of Compliance issued: DATE;. BY; r • `p - i ;`off tioro. Town Hall Annex Telephone(631)765-1802 54375 Mafia Road ' {631)763 gg5:qq P.O.Box 1179 @ rQQBGrICilertIOINn.SOltfr101 :nY.11S Southold;NY 11971-0959 �r BUII.DING DEPARTMENT TOWN OF SOUTH OLD APPLICATION FORELECTRICAL. INSPECTION rOUESTED BY: Da#e:mpany Name: Eas-�&Yy1 ;.. Name: I k License No_: Address: -4 gr16 IS LkY)6 AI t • N104+f-R V1 l� 1- q 4UOq 'Phone No:: - - JOBSITE INFORMATION: (Indicates required information) *Name: [ ) I z3 t 1<j n f *Address: 100 M t'1 J N4 i+in Gk' *Cross Street: *Phone No.: Permit No.: f� j Tax Ma , Block: _ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 6 aY Ra ne) Tn��.�'� 3/2 LrG - 320 N I c-�� i - - 2 2 En:O)OAS S 2a0 -l¢D ' L.L. --X Tn -&4e rs #Please.Circle'Ali That Apply) *Is job ready for inspection: YES/ Rough In real *Do-you'need a Temp Certificate; _ YES. NO - Temp Information(If.needed) I *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 j .8241equestfor Inspection Form i 00hh•afJ I i i Scott A. Russell 5�1 - TOIKIWWA\T]ER SUPERVISOR �V�IA A-G IENIENT SOUTHOLD TOWN HALL-P.O.Box 1179 LO 53095 Main Road-SOUTHOLD,NEW YORK 11971 �i� � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ODES THIS PROJECT 1lNtyDL'4;'E 1\-f\ OF TIDE [O1,f Del li?G: IC14ECK ALL TI4AT APPLY) I i Yes. No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than .5,000 square feet of ground surface. i B. Excavation or fillinc, in��olving more than 200 cubic yards of material t; a / within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ . hstallation of new or resurfaced impervious surfaces of 1,000 square { feet or more, unless prior approval of a Storm�t�ater IVlanagemellt Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date b County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a-completed Check List Form to the Building Department with your Building Permit Application. _ Date: APPLICANT:(Property Owner.De:,r n P ofic ,onal.Agent.Contractor.Othcr) �'C'1' ' x' 1000 DGtrtct Lisa, RmN0\,, 1DO 4 5 `A�1e: W N — �' Section Gloct; Lot 3� Ind 01 ` _1RTNIEN-F USE CiNt.l�'k`Y" Eontact'.Insormatiar. (.,�.. � ��� , 4-0`�� FOR BUILDING DEP Reviewed By: — — — — — — — — — — — — — — — Date: 3 -'Imo/ i Property- Address/ Location of Construction Work: — — — — — — — — — — _ _ — — Z,�b I I QA ppro�erl For processing B01Id111g Permit. ,gyp n 1__J Stormwater itllanagement Control Plan Not Required. ® Storm\vater Management Control Plan is Required. {Forward to Engineering Department for Review. FORM SMCP TOS NIAY 2014 I SURVEY OF PROPERTY MILL ROAD SITUATE: MATTITUCK 585°05'20"E j TOWN: 50UTHOLD 5UFFOLK COUNTY, N.Y. SURVEYED 10-15-2013 O� �_ 1 REVISED 3-2G-2015 j FOUNDATION LOC.OG-13-201 G Ln 5UFFOLK COUNTY TAX# Q 0 y Q 1000- IOG-4-5 OF•• CERTIFIED TO MARK D. KING �v o Q Tv m rt - cn o 'r METAL61�tt�G... - - 1 W3 l �O � t —�pO ateKc a _ I cols.au+ 1ey� 1' 12Z zZ � I I Gr 7 Z i \ 1 s �+,�N.. t GONG 4'j � C f�LZ�. .— - 0 O h O.N,`N. ��{t+n pp� P,U�triu t FOUNDATION _ I K!6.: /FDAT.EL 12.s. a G Z� t'M 13 09� w JtlP! 2 o r Z4 {p� BUYyDX WriT DEM OFSOITE(OL D ° ' 0a N8E°(50'OG W 45.00' 20Ca"W s l r 90 00' 1D 55 l l (FEMA FLOOD ZONE AE(EL,5 �= i LAND NOW OR FORMERLY OF: 'F.I.R.M. PANEL 143 OF 1026 �� DIANE COTUGNO MAP NUMBER 36 103C01 143f1 ` NE Is MONUMENT FOUND ELEVATION REFERENCE N.A.V.D. 19M I J O H N C. E H LE R5 LAND 5 U RV EYO R Area =22.972 Sq.Ft. Area =0.527 Acres 6 EAST MAIN STREET N.Y.S.LIC. NO 50202 GRAPHIC SCALE I"= 30' RIVERHEAD,N.Y. I (901 3G9-8288 Fax 369-8287 p�> �d nNoa��a f longlslandlandeurveyor.com I LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953 fax(631)543-1526 E-mail:lcs4d@aol.com Tuesday, March 07, 2017 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Thirty Two (32) 320 W P. V. Roof Top Solar Panel Array, 10.24 kW Total Output, for Kina Residence—20 East Mill Road Mattituck, New York 11952 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/" plywood decking, 2"x10" Douglas Fir rafters at 16"on center, 2"x10" Douglas Fir ceiling joists at 16"on center,with 260 roof pitch for Arrays#1 and 2. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: 1 ,f Design wind speed: 130 mph Ground snow load: 20 Ibs/sq. ft. Solar Arrays#1, 2 dead load: 2.5 Ibs/sq. ft. Total Weight of Array 1: 721.12 Ibs Total Weight of Array 2: 721.12 Ibs The above values are within acceptable limits of recognized industry standards for similar structures. The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2015 International Residential Code,the 2016 New York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information, do not hesitate to contact me. Sincerely, L igi Claudio Sciandra, P. E. E OF NE►N yo S�PJ\G\G SC►q�O v 060835-" ARCFESSI001' s, 2 SCOPE OF WORK DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED TO INSTALL A 10.240 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE 051112-129 KING RESIDENCE, LOCATED AT 20 EAST MILL ROAD,MATTITUCK, NY 11952. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED REVISION_S__ WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. DESCRIPTION DATE REV THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. Gadcp� ORIGINALr ,_-c--zeI SYSTEM RATING - - a p 10.240 kW DC STC EQUIPMENT SUMMARY _ - - - - 32 LG-320N1C-G4 60 CELL PV MODULES RWA CONTRACTOR Of NEW 32 ENPHASE MICRO INVERTER S280-60-LL-X waap Rarer » IRONRIDGE XR100 MOUNTING SYSTEM <E OQ 6 GEC,SCIq �, a Narlh asa SHEET INDEX S PV-1 COVER c.woa PV-2 SITE PLAN �2 �? - SOLAR UNIVERSE PV-3 ROOF PV LAYOUT s�� 060935 �G T�IWn� 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS &SECTIONS pROFESSIONP MATTITUCK, NY 11952 GOVERNING CODES LICENSE # 43889 H PROJECT NAME 2014 NATIONAL ELECTRICAL CODE. PROJECT LOCATION 2015 INTERNATIONAL RESIDENTIAL CODE AND NYS 2016 SUPPLEMENT. 1 SUPPLEMENTUNDERWRITERS LABORATORIES (UL)STANDARDS CV OSHA 29 CFR 1910.269 Q Lfl GENERAL NOTES _ , U O - s z m 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS f w J z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL : ' r Q J FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME. ' L Y 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED a + !+ W U APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, s>t F- 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE , 1 ♦— PURPOSES OF THIS PROJECT AND FURNISH PROOF OF z_ Ld 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE SAME PRIOR TO COMMENCING WITH WORK. a,t. AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR Y � Q JURISDICTION. "*° (V MAINTAINING SAFETY ON THE JOB SITE DURING THE 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND 6 BUT ARE THIS SHALL INCLUDE, NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. �,,r NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER ? (( '. ,.� PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL a � SHEET NAME BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A 36 AND SHALL BE PERMANENT CONSTRUCTION. COVER FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 k r �Mrr SPECIFICATIONS. 12. FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE , �""�'. . DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. & NYS CODES & REGULATIONS EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND M 0 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE COMMENCING WITH WORK. < DRAWING SCALE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE W CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS t ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL N.T.S. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE ^+ a • "; �- WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE +— WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY SHEET NUMBER FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW PV-1 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. CONSTRUCTION NOTES DESIGN&DRAFTING BY: JAMIE MINNICK 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NABCEP CERTIFIED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 051112-129 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. REVISIONS -- DESCRIPTION DATE REV ORIGINAL 1 02-07-2017 11 '- 211 CONTRACTOR 12, 131-31' SOLAR UNIVERSE 5 7470 SOUND AVE - LEGEND MATTITUCK, NY 11952 EXISTING UTILITY METER LICENSE # 43889 H2 -1' MAIN SERVICE PANEL NEW PV SUB-PANELS A/C DISCONNECT COMBINER PROJECT NAME INVERTERS ® GND ELECTRODE ®'PV MODULE N RACKING RAIL uj < Ln O ATTACHMENT POINT U O N ---RAFTERS Z, 11 LL f--ROOF PITCH ANGLE / 1 —1 S Q J z �SUNRUN METER N V ®VET PLUMBING VENT ®SKYLIGHT ♦rn^ O CHIMNEYCOMP SITE fil VJ O O� �- o Z 13'—3 " ®GOOOCONDTION SHINGLES Oo ((1p� Z W POTENTIAL SKAOING ISSUES TRIM/REMOVE AS NECESSARY O O � N SHEET NAME SITE PLAN 3 2 1— 7 11 / OF NI DRAWING SCALE N.T.S. � I �QFO ~C190936'� SHEET NUMBER DRIVEWAY OFESSION�� PV-2 NOTE: DESIGN&DRAFTING BY: JAMIE MINNICK NABCEP CERTIFIED 16" SPACING BETWEEN PV MODULES TYP. 051112-129 DIMENSIONS ARE FROM EDGE OF PV MODULES REVISIONS TO EDGE OF ROOF SHINGLES TYP. DESCRIPTION DATE PEI ORIGINAL 02-07-2017 00 Eo - T T m m m (n CONTRACTOR LEGEND D 00 ARRAY #2 C) 16 MODULES G EXISTING UTILITY METER = O c PITCH A/C DISCONNECT m MAIN.SERVICE PANEL 26 NEW PV SUB-PANELS 260° AZIMUTH COMBINER < SOLAR UNIVERSE INVERTERS ® GND ELECTRODE m m 7470 SOUND AVE ®PV MODULE MATTITUCK, NY 11952 LICENSE # 43889 H CRACKING RAIL 18" FIRE SETBACK" @ RIDGE O ATTACHMENT POINT ---RAFTERS 18" FIRE SETBACK" @ RIDGE PROJECT NAME -*—ROOF PITCH ANGLE SUNRUN METER ._ _ Q N ®VENT OO w Q mO PLUMBING VENT T U O m ®SKYLIGHT m m ARRAY #1 W } ®CHIMNEY 7 ®COMPOSITE SHINGLES m - ` G DCDND GGITGN � 16 MODULES POTENTIAL SHADING ISSUES —77 — 1 D W 6 TRIM/REMOVE AS NECESSARY (7 85 AZIMUTH w Y m z Q m < < W F- m m Y O OF NEW YOR (V co .SCIgITID[Ett SHEET NAME G40935'� N) ` oressIO ROOF DETAIL N o CD CONSTRUCTION SUMMARY 0 (32) LG-320NlC-G4 BLACK/WHITE MONO X NEON 60 CELL PV MODULES , 10.240 kW DC STC. DRAWING SCALE o c Z (32) ENPHASE MICRO INVERTER M280-60-LL-2-US. CONSTRUCTION NOTES (48) ATTACHMENT POINTS @ 64" OC MAX. v (216) LF IRONRIDGE XR100 MOUNTING SYSTEM. N.T.S.I `>I 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE N) o ROOF TYPE = ASPHALT SHINGLE. MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF STRUCTURE = ASSY #1,2 2X10 DOUGLAS FIR RAFTER @16" O.C. 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. m ROOF STRUCTURE = ASSY #1,2 2X12 DOUGLAS FIR RIDGE BEAM. SHEET NUMBER 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ROOF STRUCTURE = ASSY #1,2 2X10 DOUGLAS FIR JOIST @16" O.C. p 3 ,LOAD CALCULATIONS ARRAY #1 ARRAY #2 Module Weight 37.48 Lbs 37.48 Lbs, ITEM DESCRIPTION ARRAY #1 2 DESIGN&DRAFTING BY: # of Module g 16 1 R 'Rafter 2x10 D-FIR 16" O.C. JAMIE MINNICK Total Module Weight 599.68 Lbs 599.68 Lbs' of NEW yo (D) Deckin 1/2' PLYWOOD NABCEP CERTIFIED Total Len th of Rail 108.00 Ft' 108.00 FU 5� `c SCIgN R (C) Collar Tie N/A 051112-129 Rail Wei ht per Foot 0.68 Lbs! 0.68 Lbs' R M Joist 2x10 D-FIR @16" O.C. Total Rail Wei ht 73.44 Lbs 73.44 Lbs I (P) , Pitch 26°, 26° REVISIONS * (RB)[Ridge 2xl2 D-FIR of Standoffs 4; 2 o DESCRIPTION DATE REV Weight per standoff 2 Lbs 2 Lbs (H) San Width 128" — Total Standoff Weight 48.00 Lbs' 48_00 Lbs ORIGINAL 1 oz-or-zolz Z Total ArrayWeight 721.12�—721.12 Lbs' 2sFo 060935-" Point Load 25 Lbs 25 Lbs ARoFEsslo (R) (RB) Total Arra Area 126 S Ft� 126 S Ft. Array Dead Load 2.5Lbs/S Ft 2.5Lbs/S Ft' (D) As per_ASCE 7 - Method 1: ig - net =0 Kzt I P_net3F0__(e_q___6_-_2_Y_ t sec 1 nP et30_—(a e - # I CLIMACTIC AND Ground Wind Speed Live load, Point _Max fastener L. GEOGRAPHIC DESIGN Category Snow Load'3 sec gust pnet30 per,pullout load) Fastener Type spacing along CRITERIA Pg mph ASCE7, psf' Ib. j rails, in. / CONTRACTOR A # 20 130 # 468 5/16" x 6" Stainless Steel Roof Section — i 64" g # TYP. TYP. # TYP. Lag Bolts I TABLE R301.2(1) (C) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SOLAR UNIVERSE T470 SOUND AVE GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN / ---- MATTITUCK, NY 11952 SNOW igpeed°Topographic Special wind Wind-borne DESIGN Weathering',Frost line Termite` DESIGN UNDERLAYMENT HAZARDSO FREEZING ANNUAL - LICENSE # 43889 H LOAD° effects" re bn debris zone"' CATEGORY' 1 depth' TEMP.' REQUIRED° INDEX' TEMP! Ibs/I mph of of 20 130 YES NO YES B SEVERE 3'-0" MODERATE 11 YES NO 452 52.7 (H " PROJECT NAME 1 mile ' TO HEAVY For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. (K) W) a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code.The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as i Q Lfl determined from Figure R301.2(3).The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 W Q b.C 652. (, O b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill in the frost line depth column with ROOF FRAMING DETAIL the minimum depth of footing below finish grade. Z M C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local SCALE: 1/2" = 1'-0" L— W J Z subterranean termite damage. Q J d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A).Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. W Y e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the (, International Plumbing Code.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience Q as determined by the building official. Q f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and MODULE MOUNTING CLIP Z W Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a Y �- minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community, SOLAR MODULE O Q as amended or revised with: STAINLESS STEEL 3ie" N i.The accompanying Flood Insurance Rate Map(FIRM), BOLT AND NUT ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting data along with any revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1.R905.7.3.1 and R905.8.3.1,where there has been a history of ALUMINUM'L"BRACKET SHEET NAME local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." 1. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the , UMINUM FLASHING STRUCTURAL 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 2xIO RAFTER j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32'F)." 5i16"x 6"STAINLESS BOLT WITH k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic 2 1E zL LAG THREAD wind speed-up effects,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the i PENETRATION SEALED DRAWING SCALE WITH GEOCEL 4500 table. AS NOTED I. In accordance with Figure R3012(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this ASPHALT SHINGLE ROOF--� part of the table with"YES"and m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. In. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to SHEET NUMBER 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 Ibs/ft2 for every 100 feet ^` ( above 1000 feet. - r v*) See Figure R301.2(4)B. MOUNTING DETAIL —1 1 SCALE: 1 1/2" = 1'-W ---