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HomeMy WebLinkAbout1000-90.-3-13 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 l�L [ Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �Q Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date December 18, 2018 Re: LWRP Coastal Consistency Review for ZBA File Ref MICHAEL MCCARRICK REAL ESTATE, INC #7231 SCTM# 1000-90-3-13. MICHAEL MCCARRICK REAL ESTATE, INC. #7231 -Request for a Variance from Article III, Section 280-15; and the Building Inspector's August 1, 2018,Notice of Disapproval based on an application for a building permit to construct an accessory garage; at; 1) located less than the code required minimum front yard setback of 35 feet; at: 415 Lakeside Drive, (Adj. to Pleasant Inlet), Southold,NY. SCTM#1000-90-3-13. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CEHA. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®�xoF sourly®l® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes u, Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®lij'COUNT`l Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS 22� TOWN OF SOUTHOLD E Tel.(631)765-1809•Fax(631)765-9064 �� �f U AUI� 3 � 20}g S,outsold+±otivn August 31, 2018 L::Planning Board Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. #7231 McCarrick, Michael Real Estate, Inc. Dear Mark: We have received an application to construct an accessory garage. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By. U&kWVUL�— Encl. Survey/site plan: Kenneth M. Woychuk Land Surveying, PLLC, dated April 20, 2018 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2018 TO: Michael Kimack (Adler) PO Box 1047 Southold,NY 11971 Please take notice that your application dated July 24, 2018: For permit to construct an accessory garage at: Location of property: 415 Lakeside Drive, Southold,NY County Tax Map No. 1000—Section 90 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this nonconforming 16,647.19 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III Section 280-15 which states; "In the case of a waterfront parcel accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard principal setback requirements as set forth by this Code, and the side yard setback requirements for accessory buildings in Subsection B above." The required front yard setback is 35 feet. The survey shows the front yard setback at 5 feet. /A - Auth gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.f5g�� Street Z gA6f, TJI� V,5 SO,Hamlet ,sD L1 77-161-P SCTM 1000 Section_Y0 Block� Lot(s) Lot Size q Zone.Q-40 I(WE)APPEAL THE RITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED / BASED ON SURVEY/SITE PLAN DATED Owner(s): CRA621 HC' CA, klC& 960L 9ST.47 Mailing Address: P OX .53;_A9 f F0 416Y Z I—,V_Z 4 Al.V. j/77-6 If Telephone: Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:y/C/,1,QWC .4L e/t9.4 W for(kj Owner( )Other: Address: R d. & Me 16 47, .yt/ Vc Lp, Al-� Telephone• 66586967 Fax: Email: JV--e,7— Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), K Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUI DING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: B ilding Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) p� Article: r-/f Section: 9060 Subsection: Type of Appeal. An Appeal is made for: (4 A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, X)has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our officefor assistance) Name of Owner. ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized)_ 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to rearb•,r properties if granted,because: ?71LC ele0 POSCO p.-0—r14 ,f� /S /N k55 c��v&- ,� CJGtJ�LC!NG AA/9 �.� C�4,e� 71nR t5F 2 The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: Ty,'F � IS 0Ve.Y 0AA5 ��i4�.�✓�' 0Ch770AI fO,C' PRLOP01,d I7,ETi4OAy4-, 3.The amount of relief requested is not substantial because: 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 7;rl /'r /A/ 1-2V,--,PVY- YC4G C'OA01r/0Z5 11✓ 7*95 N'e5-'6 PA'ORI-l0a10' 5.Has the alleged difficulty been self-created? {4 Yes,or { }No Why: Are there any Covenants or Restrictions concerning this land? X No { ) Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Sign ture of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Swo to before me thi� day of X"146+_,20 M . NJ ci CONNIE D. BUNCH �U l(►ti`"� ��� Notary Public,State of NCH yo& Notary Public No.01 BU6185050 Qualified in SU" Commission Expires ApC 14, g rnao APPLICANT'S PROJECT DESCRIPTION APPLICANT: R /CI AZZ A. k-'IAIACK DATE PREPARED: //P 1. For Demolition of Existing Building Areas Please describe areas being removed: A10 Al,� Il.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: AIIA Dimensions of new second floor: f1 Dimensions of floor above second level: Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: Al A III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: A1QA1.A' Number of Floors and Changes WITH Alterations: M Oitl&e - IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Q84 S-r OW CD AZZTL1 9V ON) Proposed increase of building coverage: ( S' Square footage of your lot: 160 Percentage of coverage of your lot by building area: V.Purpose of New Construction: 0 "0,2 CQA1V,=W1,e 1/CA 0,5 pw&642 y'd CO Iwo 7-2:�c7-v,,giags VI.Please describe the land contours(flat,slope %, heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): /A/ jPWogtET _JS�//�/iL t3tJ�Cf�, &Ng5 I Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction, and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? _Z( Yes No B. Are there any proposals to change or alter land contours? _X_No Yes please explain on attached sheet. C. 1.) Are there areas that contain sand or wetland grasses? Yds 2.) Are those areas shown on the survey submitted with this application? y.6S 3.) Is the property bulk headed between the wetlands area and the upland building area? u 0 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?Please confirm status of your inquiry or application with the Trustees: 1?J5A0 AX9 and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? A/O E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? Al 0 Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? )JE.3 If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: C-N4$kl1G790N Or2fx4d� TLU 17 Ja"4AV JMCml /IOL6.� 6u/ >S 1112 0 A Y-M C1440 A50e G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? /,/0 If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel,Q�p,��{/,�AL Jy/V fi;401LY and the proposed use Z5VML_y . (ex: existing single family,proposed: same with garage,pool or other) 2w &/� &///� Authorized signature and Date TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE dol � mac? 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#: 42704 Date: 5/21/2018 Permission is hereby granted to: Adler, Fred C/O Adrien Adler, Admin 49 Micmac Dr Dartmouth NS, B2X 21-14 To: construct a new single family dwelling as applied for per DEC, Trustees, and SCHD approvals. At premises located at: 415 Lakeside Dr., Southold SCTM # 473889 Sec/Block/Lot# 90.-3-13 Pursuant to application dated 4/19/2018 and approved by the Building Inspector. To expire on 11/20/2019. Fees: SINGLE FAMILY DWELLING-ADD TERATION $1,496.00 CO -NEW ELLING $50.00 Tot $1,546.00 Building Inspector AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: i flC",64 `!C G.M&M RZ44 j=%ZZ //IC 2. Address of Applicant: f?O e 0 X f�g9, R OCkY eO/,Q T,Ny a77 ' 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: 6. Location of Property: (road and Tax map number) 4/3-L Z"I,—f7b.ze- 'OR. rour,1. -ro&-M6 D 7. Is the parcel within 500 feet of a farm operation? { } Yes to<No 8. Is this parcel actively farmed? { } Yes X No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) _? / / 1 ,e0s8 Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: M/CY6L f?C CAPZ1= R544Z C. Project Location(describe,and attach a location map). 4 / VEI V8 JV TX7WW&W Brief Description of Proposed Action: C,Mv zzoCT Z 4 '� �4 7-wv CAe &A)e4l 61W5 G� 18 it:T /A/ Vo5J&1-A7_ Name of Applicant or Sponsor: Telephone�- 166y 1�8 0 7 C Q -M '1 VA&Z&V./t/,� Address: !' 047 City/PO: State: Zip Code: AN / J 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and ermit or appr val: 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0,38 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial KResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? x 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: A6CW1 C &W 0AI CL uD>IVG 7 811 MV,.4S1 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? I( 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: - 'to ow.0 G!_'Z'4 ,5 NOT A6C&T . �C 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? J� 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional `id Wetland ❑Urban 16 Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? gNO❑YES X b.Will stonn water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO MrYES Page 2 of 4 18 Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: /C L /'lC,k Date:OP//S Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3 Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) .L!`"1Q P/ iding at (Print property owner's name) (Mailing Address) do hereby authorize ZV QMC—Z 14 (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's na (Print Owner's Name) /CIIAOe5l HC CA /of �.�S APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: /IC (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Y Variance X Trustee Permit Change of Zone' Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of 920 Sig Print Name R/C L C C AGENT/REPRESENTATIVE TRANSACTIONALIDISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: IQRAC,e— HI C14A51- (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit DC Variance 1C Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO K If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this—day of,4UC�lff`,20� Signature wa &Oyw^G Print Name &CAJia&-.4. 9"06 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# The Application has been submitted to (check appropriate response): Town Board D Planning Dept. [E Building Dept. X Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval, license, certification: Nature and extent of action: AR O&-AT IN M-r-,16 Location of action: 4IL .T`>L PE? !'oUT�S�. 1'DUTNOL,U Site acreage:_ Q. 38 Present land use: 77AL 17N 64 �Xf1/GY Present zoning classification: 9-4o 2. -If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: HI(}J� MC CAEPJCJ—I- RA41- A5I7A,9 SNC. (b) Mailing address: p. BOX �9. R d c%y Po1N7-. N.Y ,L/778 (c) Telephone number: Area Code( ) (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable ,eOML1W_ r-0 roNJ'T�VC7- cJ�.pC�Rrts�G� /N .c�JrVG WARACM—Z C71-FAR-64 Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No X Not Applicable J7>�saw"AG AfMgjc AAA Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria KZ Yes No Not Applicable Azoro—Wr, oA-R-4&.c vyIzz N er'AtfP-4ci yi M4 ©V140#Y —OF Me J—VECOMAy IA16, AMP /A/ fpr AV.&&" 0010 Jj`",/-" D,5 V.,P'L oP A9.E,NT. .l7� IV 9-AQWi6 CPZ;VA,e M ZV Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria NZ �F Yes 0 No Not Applicable TO 8 '-Q?A1-r7k1Ucr,=P ./A/ Alov x Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Jn Yes E No 0 Not Applicable Beopw� EZOT2�cr .f7JJ2�A' 0, GlJf�pZA�S /h6,D Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 54 Yes [] No F-� Not Applicable 1/yP/l Fj&A7rnI& 7-0 X120)POLW &ARA66 iV1nWQMP Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No>4 Not Applicable Nor �p�L/cA,BI.� To D o c/CY 7 Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No IRW Not Applicable ANO7' A4p1'Ll CA948 W ?041 Cy 8 PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ( ❑ Yes[:] No lel Not Applicable Na r A PAZZ CA231,86 rV poU C 9 Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through S6 for evaluation criteria. 0 Yes ❑ No ® Not Applicable AZ a r RPR-/j CA,645 70 poli cY /0 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable n/e7 ABJI C'ABL.O— TO P6 U cY /> Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applicable A/0 A6, 4,4,Vns oN X1lam 0/2 GU17VIN -f-00 Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No JZ Not Applicable Created on 512510511:20 AM 411—i .1 Sr'a ,y W I o o .0..41 + r. ;ih�}`7 X'a� � sy'f,�w�>,A'A ,t, ,.r ,. h kF•'-t.�tt r'yy}}4» - . - nd >„ t4 � •• . • • .• ti tai. 'Cr a C tom, t' ,#J' row,'3 7 x j ' 'tip }'i+ �► +. ♦sa}( d � �T � 7a } y�"'�.�, �rt ��� ;.� � �='•"�'$,,irk,' *b� . x{ �e�'' �, a� .,� t� 3f�f`�hF�yZ,t+ •..'�^�,�$� `��r� + ` 4 > k Y h �""�ftS 'tih a . �1,_'nt ��'+,,.•;,`Z`� - v-'t t rJeK . r s v 4tt X r Yi a•. yl 6�I' •s c '�r�''Y.`5 r•1 F C.� Aj ''It?, •. GO yst,�K l# trr �j. zji�nys�S4'n' 1rA r F} r 9 r�y, '1+Ky It _"•,_'• �`F '-"r 4. 7 4a } '� w _ 21 I t1 r�' � ��rxt`•r �����f,� � � a fit..; �^t � ���'rp rt • `k X k r ;. a ti r l jT µ ;a {w -.��w,�„� ri1:�.t> §w� �l ,'�,.s1�`k� v'w�•�• a fi•�t-,,� �Xl+.� � r� ._$ �1. x >�i' ': W ,• yY j 7' ti .7. �• . i�-% •,S T '�f i �:� ty,����,� Y t � .r f�tii� � - aa ,• 4..:• ati •� ����'#~> i S .�.t�,�'s., ��I`ik f. �- ,tN! �•,.� a...Myya. � i�h4r t��3`��” +1�� y�, _uy, � r.,..��tt �.�+��?"� a. -� M .,r ���v f� fw� , tQy�Q/7ta Y ��i •: -r�`` y r.ty�,r.rJ� '� �,�"y��i".i'$'ti.0:._ �4��t5""L2�{C@S�dE��f.S •'R >ws', �,• �I � ��,?. ,r :_ p •r rt JRA- '�F<-�'�Iv "'lR )aK..0 '��_'"' 5 �, .' '�"' lt�� x �� ,}a1 '+t r_ t a� Tye♦ P r ,fF -t,. ';��+•. .y fA t�7{ �'u. { ,r�,,, .. __.i +��� JY Vr i 1 ♦.aGg .$x;t .{: -�t�,,. j}. .-r s•. '„�7>. 1.. � ��1 -'•'r 3 k '+ "`t s y t, 1'4't y+� �` "vi f!' i 4 �; ��,�� �"r fir- � t�'�-r p,• �' ""�r ' 333���✓✓.r ate- {7• ' J�: �.3,`g*' Yi."'G .• ' th �.+k°«.�T,,` I`�• r '}� ��i�' jt it 91r. c�n r MON.;* •� ,�+ r3 � � eS t M r � "�j,. t •twat l .�-+y'�t�'1 -#a.�'a� a-.. ` r i } .�• o oij •U" .9.lie': ,-......».,....... .-vi ?.t+''".'y1€? � 1 a? ," `'�,,; ' .' 1 .t..."R" it• 7i— 2Y.,.e-« �i t'X' :•, Y'ktd."`t'�.''t�, t�1b� + :'?t k9 .�••�_ ;>�=',� - fir,. wig C _ TOWN OF SOUTHOLD PROPERTY RECORD CARD ` OWNER STREET VILLAGE DIST. SUB. LOTS pts S-? r 'Ode c�- ORME 0 E - ,_ N E AC S W TYPE OF BUILDING ;ES. SEAS. VL. 3// , - / FARM COMM. CB. MISC. Mkt. Value W LAND IMP. TOTAL DATE REMARKS 7 AGE BUILDING CONDITION ��' ,'� •,� Sa 2Gc/ /7 . NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre 7JA3 A -- � -r /7�je1 -illable 1 IM "illable 2 Ij 'illable 3 Voodland wamP Land FRONTAGE ON WATER f� FRONTAGE ON ROAD 2 rushland " louse Plot DEPTH BULKHEAD 'ota I DOC< t I 12 12 12 12 m I 3 - m. 8 8 8 D - � 6 D � IAC BRACED HALL PANEL 4'-0" I 1I7'-O" I 4'-0" PER PIAN BRACED WALL LINE 1.1 1-2 14 1.8 TASLERBOt104ppwle5 BRACING METHOD cs-" CSWSP CS-WSP GS•wsP r1l — — — — — — — — — — —— — — —1 CS-WSP •T ASPHALT SHINGLES-match existing - BRACE WALL LINE SPACING(Fr) 16 16 16 I6 TASLERIZLIISp 187 MOGMUM PANEL LENGTH(Y1NIea) 2P2r N 2.' 3rnTABLE R6m-107(1)Ppe 160 REOUetED BRACING LENGTH(FT) &4 &4 &4 &. C7VTABLE R6MIO-r2)Par 181 W%DADIUSMENrFACTORS �.�.�.--._._. —%--EXTERIOR SIDING 1 EXPOSURE CATEGORY , 1 + I \ASPHALT SHINGLES-match existing ILI TO MATCH HOUSE •\ / i I 2 ROOF EAVE TO RIDGE HEIGHT 7 7 ] 7 &WALL HEIGHT 91 91 91 91 l I ,\ /• l 1 \ / .NUMBER OF BWL PER DIRECTI23'-5" ON 1 1 1 I � l - I \ l s. ADDITIONAL HOLooWms e GYPSUMSOARD OMITTED 1. 14 14 1A I 2x8 (AFTERS(M 16'oc \ 2x8 RAFTERS 16"oc l 0 0 I 2X8 CEILI G JOISTS `, L F 7 GYPSUM BOARD FASTENING @ 16'oc •X 2X6 CEILING JOIST 16'oc 2X4 COLLAR TIES @ 48'OC / •\2x4 COLLAR TIES 48'oc l N -A—— — —— — — — — — — — — — — — — — — — — — —— RESULT REQUIRED BRACED WNL LENGTH(FTI 3 3 ] 7 — — — — — — + TABLER60 M5P.0w187 ADJUSTEDLn,9m+5,_W(a) I I /• •\ ' 1 - REAR ELEVATION 1 I RIGHT ELEVATION „ , „ PER PLAN BRACING LENGTH PROVIDED OFT) 6 6 6 e l / \ I Q SCALE: 1/4"= 1'-0" SCALE 1/4 = 1-0COMPLIANCE YESINO Y Y Y Y IL -------/------ ------- ---- I w / ;\ i.. l W REWIRED SPACING LENGTH RADA)STMENT FACTORS-REQUIRED BRACING LENGTH(FEET) ABBREVIATIONS BWL-SRACFDWAULME, • IBWL1-2SW-BRACEDWALL. —.CS-WSP-CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL •�— ---•CSIPF-CONIINVOUSLYSHEATHEOPORTN-FRAMECONSTRUCnON la .—_—.— IDQ 0W 8 12 8 8 12 8 BRACING METHOD e A=or W II NOTES IL) I 2-2x12 2-2x12 i '\ UI W V D D CS.WSP CONT'NUOU9 SHEATHING REFER TO DETAILS ON OWG-2 Z WOOD STRUCTURAL PANEL FOR HOLDOWNS,STRAPPING.BRACED Z l,l,J DETAIL'ION DWG-2 WALL DIAGRAMSANDUWG-1 CS-WSP e(• — — T — — — — — — — — — — — — — ,y CS-WSP U FOR"LNG SCHEDULE ALL BRACED WALL PANELS SHALL BE FUUHEIGHT 108X84-3 PANEL 108X84-3 PAN�L '^ CSP F CANi1N0005 SHEATHING SECTIONS OF WNL VRTH NO VERTICAL v/W <AIPHALTIHINGLEI-matdlexishng PORTAL AILL, ORHORQONrALOFFSETS DETAIL 2 W 0Z 91-0" 121-0.- 91-0" 2,-0- Q in EXTERIOR SIDING 24'-W WWLLJ C)❑O TO MATCH HOUSE 1313®® ®13®M o 1ST FLOOR PLAN a a-Y,� ®1313® 13®1113 SCALE: 1/4" = I'-O" a a g 0 MO®® MEMO 00 ®ME® ®®MM F _ r concrete pad outside 24'-0" rl I 1 of door I Q Bottom of `- - - -- - -- - - - -- - - •,- -- - - - - - - - - -. 07 Footingto el be tin below Grade Minimum ----------------- FRONT ELEVATION LEFT ELEVATION ------------77----------7 -- R90&13 ICE BARRIERS. I -'"'-""'-----'-"'-'----------• I SCALE: 1/4"= V-0" BITUMEN TUSEDIIN LAC OF " L " NO R AL SHEERLAYME PLACE OF SCALE: 114 = 1 -O NORMAL RON17H LOWEST E ALL ROOF FROMTHELOWESTEDGEST ' ALLLLS THAN2 INCHES TO IDE TH NOT - EXTERIONNINLINE INSIDE THE EXTERIOR WALL LINES QUALTHE BUMMM ORGRE I ON ROOFS WITH SLOPE EQUAL ORGREATER _ THAN 8n2,THE ICE BARRIER SHALL ALSO BE TYPICAL ROOF CONSTRUCTION m - APPLIED NOT LESS THAN 36'MEASURED ALONG ROOF THE ROOF SLOPE FROM THE EAVE EDGE OF THE Class AAsphalt Roof Shingles W/ O W HEIGFIT 18'-0' MGM _-_-_-_-_-- N r x —• ._._._._.—._.—._ _._. .—.—.—. fasteners per manufacturers specification and IRC 2015. r z ¢ ' Ice&Water barrier as per IRC section R9051.2 > m on Framing As per plans with 1/2"extenor grade ¢ ¢ w z 12 2x4 CT @ 48'oc 1P span rated structural plywood Sheathing, - 0 4 m ' D Nail to framing in accordance Fastener - d. LU ¢ - 8 8 Schedules&Strapping per detail sheet(s) ' UNEXCAVATED N u N rOD of o TABLE RM.51(9) Flashing per IRC R905 2 8 TYPICAL GARAGE SLAB , RAFIEfl HEEL CONNECTION .•CAST.IN.PIACE SLAB 6.10 COMMON NHLs W16X8 W4 0 x W4 0 W WM EACH RAFTER EACH 610E TYPICAL SOFFIT CONSTRUCTION, PITCI1 SLAB-1N•FT To U) 12'overhangs4ypical GARAGE DOORS o TOP OF PLATE - 6"Wood fascia&6'Wood rake boards. - Z •— Two in aluminum or use'azek'or equal (, c° Vented Vinyl - Metal drip edge per IRC R905 2 8 5 - (7 Soffits Fully Vented Vinyl Soffits = N rn Simpson H2A @ Each _ (,Z)AN BOLTS n TYPICAL EXTERIOR WALL drop top of concrete w EACH PORTAL WALL N < 2 CAR GARAGE rafter to stud connect on < 2 x 4 Doug-Fir Wood Studs @ 16'oc. as required for garage �ETKK+� VJ lQ 4 see detail rafters DWG-1 Double top Plate and Single Sole Plate doors DU�7°N PG2 I--' d} iD Typall reftersboth sides 1/2'exteriorGrade-SPanRated :_ --------------__--_-__- Continuous Structural plywood Sheathing. TYPICAL FOUNDATION v < Fastened per Fastener schedule. IN ACCORDANCE WITH IRC CHAPTER --- ---------------------------- --- ---------- ---------------------- : Q >LO TYP CARACAS sue ec House Wrap ore ual. Tor,oFFouNwnoN PITCl/TOD00RS hN P q TABLER404.1.2(8). 9Pi)eANCHOR iALwA11 �'a—P—,th •— Vinyl or Wood Skiing as per clients selection 8'CAST-IN-PLACE WALL SECTION-SEE = cp - Installed per manuf specs and IRC code ON 16'x 8'CAST-IN-PLACE CONT.WALL FOOTING, DETAIL 3ON PG 2 W (, v c CD o z Cont load path strapping Installed in accordance 2 x 4 ACQ SILL PLATE,COPPER TERMITE m =•p °• with drawings Provide Fire Blodun In accordance 2'-0" 9'-0" 2'-0" 9'-0- 0 IX o re Bottom of i,.) n9 9- I SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND Footin to with IRC R30211&R302.11.1 and TO VIRGIN SOIL be 36'below Draftstopping per R302.12&R302.12 1 sD I?p Grade Minimum j TYPICAL ANCHOR BOLT-IRC R403.1.6 24'0" J yiT TYPICAL FOUNDATION CONSTRUCTION i MAXIMUM SPACING:112"@ 72'O.C. T cio0 ^ Refer to Foundation Plan ¢ L EMBEDMENT OF WITH NUT 8 WASHER FOUNDATION PLAN SECTION — ROOF,WALL AND FOUNDATION INTERIOR WALL FINISH 2 BOLTS PER PLATE AND HOLD AT LEAST STRAPPING DETAILS Provide 1/2"Gypsum Wall Board on ceilings ONE BOLT-12'MAX AND 3.1/2'MIN OFF SCALE: 1/411= 11-011 - 1 REFER TO DWG 1 and walls ENDS OF PLATES. D1eD+o L SCALE: 1/4 = 1'-011 OFNE� FASTENING SCHEDULE BASED ON TABLE R602 3(1)IRC 2015 GENERAL CONSTRUCTION NOTES NAILING SCHEDULE DESCRIPTION FASTENER LOCATION AN OF FASTENER LOCATION I AB construction shall conform to the 2015 International Residential Code with 2017 New York State amendments ROOF FRAMING 2 Written Dimensions take precedence over scaled dimensons 1 BLOCKING BETWEEN CERING JOISTS OR RAFTERS TO TOP PLATE 4341d COMMON a4 BOX p-ern OR EACH RAPIER TOENAIL 3 The contractor prior to the start of CoRStNdlon shall VBnty,all 2 CEILING JOISTS T(1 TOP PLATE 44d BOX(2-1T OR EACH JOIST,TOENAIL dimensons.Bxeding or new and be responsible for field f4 3 CEILING R�EFLJ`APSS�RR PAADGTII�TO PARALLEL TABLE R80L51(9) EACH LAP 4 Median, systems,electrical systems. 4 CE RAFTERG JOISTS ATTACHED TO PARALLEL TABLERl02s.1(9) EACH LAP COM .hal be msWled in accordance under latest State appmVed Building Codes. COt1.1R nE5 4 nm Box(rl GR AS systems are to be designed,Installed.8 shed by the general contractors.HVAC. 5 oa 1nN•X20 RIDGE STRAP 3 COMMON FACE NUL TO EACH RAFTER eledncal or plumbing.Bacontradors 6 RAFTERTOTOPPLATE J-tinCOMMON DR ZTOE MALS ON OtE 601E IND Electrical cBrllfifRiteB are l0 be preVded the elecmcal Contractor 4-101 BOX 1 TOE NAILS ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS 5 All New Footings shag bear on Virgin,undisturbed sad vnN an assumed bearing Capacity d 2000 pounds per square Fool.Ali Footings shall be 36'below grade Minimum It shall 7 ROOF RAFTERS TO RIDGE.VALLEY OR HIP }tpm4 COUOkM.XCON TOE MAIL be are responsihdny of the general contractor to Verdythe depth o/all existing(mbrigs disturbed by con•midion 2-tin BCOMMON I END NAIL LL Where the building official determines that in-place sots with an allowable bearing Capacity WALL FRAMING W of less than 1.500 psi are likely 10 be present at the site,the allowable bearing Capacity shall be determined by a sods mwsbgaboo B STUDTO STUD(NOT AT BRACED WALL PANELS) 1fiy-x, Q COMMON 2e0 G FACE NAR ANTTIG AT � 6 Cast-in-place condete Shari be au enbentrained.ed,5%<7%total air content by Volume OABUNSTUDS 164 X lume and have g INTERSEC TING WALLCORNERS AT BRAC®WALL PANELS /R'i O 1 16'O.C.FACE NUL LL an ultimate compresswe strength at 28 days of 3000 pa Except exposed slabs, 01 Q garage slabs and steps shall be 3500 psL All work shall be m accordance with the 2015 10 BUILTi P HEADER (yid•i g+ 16'O G FACE NULALONG EDGES ''rn1 International building code and NYS amendments 11 CONTINUOUS HEADER TO BTW �Box(z-uTX01Ir) TOE MAIL V "d COMMON W All Concrete shall Conform to the latest ACI standards 12 TOP PLATE TOTOP PLATE tin BOX(2.1?x G162) IV O G FACE NAIL U Rehdorram"t.Steel reinforcement shall comply with the requirements DOUBLE TOP RATE SPLICE SDCs"2 WITH &IM COMMON OR FACE NM ONEACHSIDEOFEND SIMPSON H2A W Z Of ASTM A 615,A 706 or A 995 13 SIESMIC BRACED WALL LINE SPACING.2S 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) at each Rafter.With W Minimum yield strength of llminforangbe in a steel shag it IRC Tao psi(grade(3). FACE NAL ON EACH SIDE OF Erin U required renlorcement shall be in accordance Lvdh IRC Table R404 72(3),R406 1 2(8) DOUBIPTOP PLATE DWNU-SPLICE SOCs NG WITH tz-tsa(2.trrio 1J57 (5)8(I x 1-1/2 nails m Rafter 0 aeswc eRArJ=OwALL LINE SPAcwG>2s JOIST)MIN 24'LAP SPLICE LENGTH) (2)gdx 1-1/2"nails to plate CUT W}' Location re of Reinforcement The center of vertical mforcomenl In basement walls shag be M BOTTOM PLATETOJOIST.FJOIST,SAND JOIST 101COMMCO (1+fr)OR IVOC. CE FANAR (5)8d x 1-1/2"nails In Stud - LENGTH � located at the centergne of the Wall determined from tables R404 12(2)through R404 1.2(7) 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(1101) Ir O G FACE NAR W W Z Verbal reinforcement in basement walls delermmed fmm table R404122 a shall be located Uplift=5751bs 12"Min Q () 15 OFIBLO PLATE ATBRACEDWALLPANELID JOIST 2.164 BOX J EACH IT 0 C.FACE NAR. ^ ^ ^ to provide a riianflhem rover O(t-114 indhe6 from the mstde face oR BLDC1aND 1 ATBRACED Will PANELS) titin COMMON 2 EACH 1T O G FACE NAR Q IJ tJ tJ Concate basement foundabons shall haw horizontal reinforcement as follows 16 TOP OR BOTTOM PLATE,STUD b 54 Box xdNON END NAL 1-1/4'x 20 Gage Metal Cog W W W J Based on R4041,2(1)•(Includes basement entrances and window wells) Strap with(5HW common nails PS — Q O B'Wall Height One R 4 bar within 12 inches of the top of wan and 2.101 BOX 17 Top MTES,LMSATCORNERS AND INTEHBECTIONS 2-t�� ON FACE ineachr catch der. (L 0-W 2 One p 4 bar near mid-height of wail �and window or door Header. d 0_ F— x O Wall Har ne One tl i bar rotswithini 72 mcills to the top d wall and 2.8e eo% Use 1-1/4'Metal W One 114 bar near the third poems m the wall story 18 1'BRACE TO EACH SND AND 1MA7E 2,�CpHMpH FACE NUL Typical each side and ALL Windows and doors Coll Strap 20 Gage with :s 7 Base design Value for Visually graded dimensional lumber Joists,studs Raters and All 1 T Mm in A Common nods a a J fn Framing lumber shag be DOUG-Fir R2 or better.E=1 6 X 10 SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND In EACH END et Mm.Fb for dimensional lumber=850 psi PARTICLE BOARD WALL SHEATHING TO FRAMING JRAFTER-TO-STUDKSTUDS TO H CONNECTOR 8 EACH Stud. JACK STUDS TO HEADER TIE 8 ALL EXTERIOR LUMBER Shall be ACO requiring the following DESCRIPTION OF SPACING a FAsrENFJ1s N T.S v NUMBER AND TYP y a) .fAli Fasteners shall be Hol Dipped Galvanized-ASTM A 153 class D BUILIDNG ELEMENTS OF FASTENER PANELEDGES 1ST PP'R�Ts� oAeLEapw uLFR"GG NOTE;Bd COMMON NAILS ARE WALL TO WALL STRAP c co orstainles66tee1 b)Use Copper flashing Only against ACO Lumber Sill Plates 64 COMMON(SU6FLODR WALL) A 2-1/2"LONG e o e 02 t G)All Structural connectors l e stmpsonstrong-Tiecr USP•6ete 30 3/8'-72' Bd COMMON(ROOF) 72' G mm o LI m shelf be Hot-Dipped GaM4naed or Stainless SteilA a a z 31 19rJ2'-1' m COMMON6' 12' 6' 0 c Ti o n In y 9 All Engineered Wood Products such as"Trus Joists,MmmLam•ele'Shall be $a m ca mstalled m acmrdance.vn01 the manufacturers latest nsWlaeon details. EXTERIOR WALL WOOD STRUCTURAL PANELS m m e?v m Y Framing connectors,Allowable Hole dugrams,6pecifxations,etc. TO RESIST WIND PRESSURES Imspon hurricane - S y c YAHQ?Lam" Design stress E=1 9,Fb=2,600 pa,Fv=285 psi Tie @ each rafter 1-1/4'galv x 20 gage m o m•9 c 'Parallam PSL'Design Stress E=2 0.Fb=2,900 psi,Fv=290 psi WOOD WALL NAIL SPACING CDII strap with(4)8d common t`"w-kn S Z O 'Anthony Power Beams Design Stress,E=21,Fb=3000 psi.FV=300 psi MINIMUM NAIL MIN WOOD STRUCTURAL PANEL STUD nails In each end at each rafter �'81 m v c NAIL SUE PENETRATION STRUCTURAL THICKNESS SPACING EDGES FIELD Hg c o a c PANELSPAN RATING - - jC ,w�cEofo TABLE R4014 1 PRESUMPTIVE LOAD-BEARING VALUES m COMMON NAL 1 751NCH 24116 1/P" 16'O C 6' 72' PROVIDE @VAULTED CLGS F m n $0`d c OF FOUNDATION MATERIALS (2.sxm]1T N Each Rafter on Each side of Ridge to have a Simpson CLASS OF MATERIAL LOAD-BEARING PRESSURE INTERIOR GYPSUM WALL BOARD LSSU hanger as per 03 Crystalline bedrock 12,000 Ps( WINDOW HDR manufacturer's specification Sedimentary and totaled rock 4.�ps( GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERSSCIEWAILS W Sandy gravel willorgreVel(GW and GP) 3,000 psi THICKNESS APPLICATION ORIENTATION TO MEMBERS 7 WOOD FRAMING O Z Sand,silly sand,clayey sand,silly gravel and clayey gravel FRAMING SPACING SCREIAS (SW,SP,SM,SC,GM and GC) 2.000 PS( W Z 0 Clay,Sandy day silly day.clayey SOL silt and sandy silt 1/2' CEILING EITHER DIRECTION 7' it 6a COOLER NAILS 1-1/4'x 20 Gage Metal Coil J J Z H WALL EITHER DIRECTION 8' 16" Strapwith 5 Bd (CL,ML.MH aril CH) - 1,500b pst (} common nails 0 W— to fLOATIONS CIA, GTOP. In each end.Catch aCit studs p LU W J WALL erlACEowAu LOCAnaNsNQPLATES P j W W Z- th When abl tests ate required by Section R407 4, T T AxoaorraaLArEs and WIndOW or door Header. = Q the stowable beaAlg CapacNes of the sol shall be pat of the rewrtlmandatons IkcrAlaE Q0t'104 Typical each side and ALL =Z C7 Z~ CEILING EITHERDULECTION COOLER NAILS Windows anddde a U W_O W b Where replace Gals vnih an allowable beanng capacity or less than 1,500 per WALL EITHERomECrmN 8" 1E ('Q 0 3:0❑ are likely to be present at the site•the allowable bearing capacity shall be TYPE'%'AT 'alrLoxck4coATEDNAasal TVPCIAL ELEVATION _ determined by a sods Investigation - GARAGE CEILING PERPENDICULAR fi" 6' EQUKIALLANT p lvwWALL TO HEADER STRAPPING mcs6cTwN R}a3 ss+ 8" HABITABBLEAEROOMS Tits _ RAFTER TO RIDGE STRAP co A ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS.NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHINGTO GABLE N W ' END WALL FRAMING SHALL BE SPACED S•O C- N LU WHERETHE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMINGV SHALL BE SPACED V 0 C FOR A MINIMUM 4B'DISTANCE FROM THE FUDGES.EAVES AND GABLE END WALLS AND C ON CENTER TO a!y 0 GABLE END WALL FRAMING Gj 1 TABLE 602.10.5 1 LU Go IRC TABLE R80251(9) - r , METHOD MW TABLE R602 3(1)e LU Z aj 11 --- II 1 RAFTER/CEILING JOIST HEEL CONNECTION Ir RSozto 3(J)GYP SO FASTENING - RAFTER RAFTER GROUND SNOW 20 PSF 1 11 II I IOP AND BOTTOM PLATESEDGESAND ALLINCLUDTNG SLOPE SPACING MIN UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION OF ALLOWABLE I II 11 HORQIN ONTALJOTS BLOCED(SOTHSIDES) ROOFSPAN STRUCRIAL MEMBERS DEFLECTION 1 II II I SCREWS(I SB'TYPE W OR S) C (� 12 FT Za FT 2D FT 38 FT USE LIVE DEAD LOAD LOAD TIResishIr*QsIq-Q V-13/121 I II 1 METHOD CS-vVSP �_ rrUihed-R1,g esided to niers L"811 r 11 11 NUMBER OF ISD dowL10N NAILS Unwkatliffib editrnlhoil Muape - 10 1iRe4>waLs miO peRllona HNgp I 11 1 AS PER TAOLE RE02](3) A '^ I I E%7ERIOR SHEATHING ATTACHED V J 12 16-OC 6 0 f0 13 - U,&d,.NMbI.—Win mo gomp 20 10 1 11 I1 1 W131XZr LONG) Ls ,/... 1/760 I 11 I I A 1]7 X.ON EEG) Ilable0le arra Bemm eetvd wqi hiN SMF 30 U) I IN 6'OGON EDGE AND it OG T CV 4 12 16'OC 4 6 B 10 AOOAer sbuCwal nximbem L/J40 I 11 I1 I IN FIELD tit_ � Belmiss(eamlor)ew 4edm 40 10 I II II I BRACED WALL PANEL INTEWORFNIED ,n I, �PL � 6 12 1EOC J 5 8 B c.i...>wops lHpi Wim retch NIJ60 I II II a1ALLBE MIN VC GYP BDFA6TENED a, ;' YI .t-.— 7/2 1COG J 4 6 0 F°O Bf�" 40 ZD Etleibwa0a•WMioe4albrlme ANUhea I —— L———U——— ' WITH IRC TABLE CREWS FOBZ3.5OR ORDANf� ••• W L240 TABLER CLU IF 702.33 FU GaeadP�i4ll.titra� 201 SHEATHI 02.3(1)FOR ExrERIOR coil. EOUNOATION-SILL-STUD d} Ei4Mxrwele•Wndloe4alOmBxe M¢hss V110 2 1 11 I SHEATHING U N Z 9 iZ 16-OC J 4 4 5 I Gamab.4lmmmanaiM fie l.9 Ii 11 t� STRAPPING N 1212 IVOC ] J 4 4 puu,".weka viragos 60 L=apse letipin N-�an hNpl6 = Ii 11 -' ALL HORIZONTAL PANEL JOINTS ' U Rooms oiler Dian Yeepbq mulls 40 t0 11 1 MAI O TOOCCORMMONFRUdBNG BEARWIN./2�ONpSTUD RLLf�/ C•— BOTTOM THE OvL LE STO CACEFOR THIS SNGJOIGAT� I OR BLOCKING WTTMWITH PANEL RAFTERFACETYRCL. sr 2' OR St." 30 10 EDGE-NM TNG INACCORGANCE LOOHIGH TED ER IN THE ATTIC THE HEEL JOINT l I WITH THE IRC SECTION R602.t010 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY W 'O �O CONNECTION SHALL BE INCREASED AS FOLLOWS Stake 40 20 I SHALL BE HOT DIPPED GALVANIVED AFTER FABRICATION m N O C N Rod 20 20 I 11 OR MANUFACTURED FROM GIM ORZ450 GALVANRED STEEL. O of _N— HC/Hr - HEEL JOINT AIDUSTMENT FACTOR I II 11 2x4 BOUTOMP Ay O CI 11 I I 2)N BOTTOM PLATE � Q to�COO 1/3 1.5 1/4 1.33 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1/5 1.25 1/6 1.20 WIID DESIGN SUBJEOTTO DAMAGEFROM GROUND wND WR10 SIESMIC WINTER ICE SMELO FLOOD UR MEAN i J` , ¢�¢ SNOWSPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST DESIGN IRAERLAYAENT FAVZAARO FREEZING ANNUAL LOUT NPN) EFFECTS RWWX EGION DEBRIS CATEGORY GTAGOM WEA7HER8/G LODE TERMITE TEMP REQUIRED 1N1 % TEMP ZONE �TM FASTENING REQUIREMENTS FOR _ NOOERATE BRACED WALL PANEL AS PER n 20 LBS 5140 NO NO NO g g SEVERE 3'-0" 16 YES NO 1500 ar4cs 523 kP L , TO HEAVY TABLE R602.3(3) ptaolo N.WITHIN 1 MILE OF THE COASTAL HIGH WATER UHE WHERE THE UUMATE DESIGN WAND SPEED IS IW MRI OR GREATER OF NF•`N ' a+- ,.��• �-.�• - ,i'- — •`tri s. soft It ♦ 'J4� tz t n •� J r r,, N320182 e P 16 09 � y ZZ To- 3- IZ 40- 3 "12 �a N Ali8 � S 1. y14 .20.7 R l N9 16 fl T®- 5- 1-1 _ N Kn NL 1NDPlP61 8 d I ' a&m A � T M) R4 �E�p@ 2 a OR � , M4 6.1 1.2A(c) k` 4 6 r (.1;1 _ _________1_OA__ � 1 - II4 j B ---6 m TOWNOF. = `• m 5. SOUTHOLD�"m/ O ^�' '� 1.1A R r•e•I (1?nenlAtHNMD) ml ys N 7 m: ODD a o ff 20A(c) NAI 00 m NZ t 041 f C+RO a Ile , 19A(c) 1 Do 13.1 9 14.1 � ;ay � O ' 1 rq• m• � 1 1 w I 1 Iw. 1 I 1 w i 1 i 15 1 21 22 1 T_ :1.7A(.) 1617 18 I 19 20 • 1.2A(c) a 1 nm p 1 1 1 t,nl � Mo! I 1 1 I'M nml Pe8 nml I 8aL 1 I 1 1 "---"-- q I 1 1 4r• ��- 1 BAY N 318,282 NOTICE COUNTY OF SUFFOLK © E ole 089 TOWN OF SOUTHOLD SECTION NO M WENNICE.IILTE nONe•rFOR Real Property Tax Service Agency Y ���093 DISTW BUTTON OF/WY PORTION OFTNE County Center Rl—llead.NY 11901 090 090 BUFFOt1CCOUNTYTAX MAPIS PROHIBRED � g Sry cIN FEET100 Sw A _ WTHOIIr WLTfQI PERMISSION OF iNE fee • RFK TTX OFA[x1fC,' � DI--- 11100 .'Lanm:a.a _ fir_+ ..__-si � ___ ___ _.'^':^^'«'••--1 .. ... ..... ._.:.. ......_.. ."pR.-.P.fLOP�9�T..�! _.2Is Milli!I �. S850295?"E 71.17' MON. .S�e� •8.. GFd CIA,- -90 —� N041, " �\ \\ /04;Cipa yoR 't'F 0 6 EL 7.E 6 P/O LOT 59 alp. (an 1 EL 7.0 �\ �o ................F ps s o .. ..... 1 ..:._j.:::. o _.::.::::.::.•_:`1C EL.(8.5) m == 41. El(9.0) 9.0 -: 1+ Lor 61 m )....... =;�:: :�-.......:::'LP :\ S 8.4 LP ,d •�EL(ao) r� TRAFFICS4WAR BEARINGLP p SANITARY SYSTEM LP 6 -�0 `A 3 ��MON. -579°30'00"W `V �� EXISTING DIRT/STONE ROADWAY TO BE IMPROVED WTIH I ADDITIONAL BLUE STONE 47I0M DATUM: NAVM V STATE*EDUa47I0N"W COPIES OF THIS-WY. GUARANTEES INDICATED HEREON SHALL RUN n RA I NA r F rA I Cl 11 A TI n N S e� l� S.C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 3 LOT(S): 13 S 85°29'52"E 71.17' MON. -90 - 44k0FIVO, nF vro �\ Z4�ipN(/Rem yORE�Nf . �0 \ eOFR s rjsr o, \ EL 7.e ! Q(&5) �^ \ P/O LOT 59 rp. + gyp• �\ Q 7.0 �SOi:.• ::.. 8.5) LOT 60 \ ��• IYF .......... ... . EL(9.0) X1(9.0) .*.1.1.1.*.—1. '::::-:%.-. �&O) LOT 61 m \v Q� : :. s SDI a LP \ g d &4 LP Lp TRAFFIC BEARING EXP \ O SANffmy stsm t LPLp �0 72' UPLAND AREA: 16,648 SQ.FT. 365 7.7 S 79030'p0"W \ PROPOSED LOT COVERAGE: DWELLING & GARAGE= 1536 S.F. or 9.2% MON. = �� tna - ._•• -DR CL 6.0 LAKESIDE 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS DMNG DIRT/STONE ROADWAY To sE IMPROVED W1rH ADDITIONAL BLUE STONE AND OR DATA OBTAINED fROM OTHERS. AREA: 16,647.19 _SQ.FT. or 0.38 ACRES ELEVARON DATUM: NAVD88 UNAUTHORIZED ALTERARON oR ADDrnoN TO THIS SURVI Y lS A V10LARON OF SECRON 7209 OF THE NEW YORK STATE EDUCARON LAW. COPIES OF THIS SURVEY i DRAINAGE CALCULATIONS. MAP NOT B�AR/NG THE LAND SURVEYOR S EAlBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE RILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777URON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING/NS717U710N, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE 771EY ARE NOT/NMVDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECROM OF FENCES, ADDIRONAL STRUCTURES OR AND 07WR IMPROVEMEV7S. EASEMENTS I A) DWELLING=984 SQ.FT. AND/OR SUBSURFACE S7RU07URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE RME OF SURVEY 1, 984 x 0.166=163.34 < 164cf REQUIRED SURVEY OF: LOT 60 & P/0 LOT 59CERTIFIED T0: McCARR1CK REAL ESTATE INC_; i (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED MAP of CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; B) GARAGE=576 SQ.FT. FILED:DECEMBER 20, 7927 -No.90 576 x 0.166=95.61 < 96cf SITUATED AT: BAYVIEW (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED TowN oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE 18-37 SCALE: 1`--30' DATE.APRIL 20, 2018 PHONE (631)299-1588 FAX (691) 298-1588 N.Y.S. USC. NO. 050882 the record. of Robert L ff mews&rmaeth Y.W ychuk ;his 1r�i a� �, _.fFy ,�' '• F- d ��. 1. i 4�,� �� K i � .�` �^ � l� e• Yw�� fit. Y� • T-OR y-( lip ,y • •`• -,. is ��a"{ A -• �, � f � K f. � 1. r �: Y�� � �x-. .1.T � -^"� w F � C tx- A A �r y 1� w • 1 g ,r f ,, �� � , tit ' •.; C ix �p � Yy� �Mi • _ t - "��li" x _ .�"': ,. N -'� yr .•-.,At-i lw 4, a�