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HomeMy WebLinkAboutTR-8910A *OF SO(/ry Michael J.Domino,President h�� Ol0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 _ Charles J.Sanders @ Southold,New York 11971 Glenn Goldsmith Telephone(631) 765-1892 A.Nicholas Krupski l�'COUN n�� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1318C Date: March 22, 2017 TRIS CERTIFIES that the existing+/-30.5'x48' marina accessory building to repair the northeast corner of the building by replacing the existing support posts as well as one midwa Tyon the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls; At 650 First Street,New Suffolk Suffolk County Tax Map#1000-117-8-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 20, 2016 pursuant to which Trustees Administrative Permit#8910A Dated November 16, 2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the the existing+/-30.5'x48' marina accessory building to repair the northeast corner of the building by replacing the existing_soport posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existingholesin the exterior walls. The certificate is issued to NEW SUFFOLK WATERFRONT FUND, INC. owner of the aforesaid property. Authorized Signature SOF SO(/p Michael J.Domino,President �0� y®�O Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Charles J.Sanders CM Southold,New York 11971 Glenn Goldsmith ® yQ Telephone(631) 765-1892 A.Nicholas Krupski �lif'Cou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: ��/17 Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain, 1 st day of construction Y2 constructed Project complete,-compliance inspection. INSPECTED BY: COMMENTS: — 5,146- yywcpj �-x CERTIFICATE OF COMPLIANCE: John M.Bredemeyer III,President OF S0yO Town Hall Annex Michael J.Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® Telephone(631) 765-1892 Charles J.Sanders OCOUN y Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay.bale line/silt boom/silt curtain 1 st day of construction 9 Y2 constructed Project complete, compliance inspection John M.Bredemeyer III,President O��QF SoUryOl Town Hall Annex Michael J.Domino,Vice-President 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Charles J. Sanders O Fax(631) 765-6641 �yCOUN N BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8910A Date of Receipt of Application: October 20, 2016 Applicant: New Suffolk Waterfront Fund, Inc. SCTM#: 1000-117-18-18.1 Project Location: 650 First Street, New Suffolk Date of Resolution/Issuance: November 16, 2016 Date of Expiration: November 16, 2018 Reviewed by: A. Nicholas Krupski, Trustee Project Description: For the'existing +/-30.5'x48' marina accessory building; to repair the northeast corner of the building by replacing the existing support posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Mark K. Schwartz, AIA, dated September 29, 2016, and stamped approved on November 16, 2016. Special Conditions: Any further work on structure/building will require a full Wetland permit. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Y_ 9V_k &""7ee?_M John M. Bredemeyer, III President Board of Trustees John M. Bredemeyer III, Presides y' dl�Oc,�Ff01,���`�, ; Town Hall Annex o Michael J. Domino, Vice-President' (:SS' 54375 Route 25 Glenn Goldsmith oil a ` P.O. Box 1179 A. Nicholas Krupskio �, Southold, NY 11971 Charles J. Sanders � ��f Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: `'If� . tabs Completed in field by: NEW SUFFOLK WATERFRONT FUND, INC. requests an Administrative Permit for the existing +/-30.5'x48' marina accessory building; to repair the northeast corner of the building by replacing the existing support posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls. Located: 650 First Street, New Suffolk. SCTM# 1000-117-18- 18.1 CH. 2754 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 v Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: _ wr�1k �S off• , k)a l�sl' �Vw w'tw seder Present were: J. Bredemeyer M. Domino G. Goldsmith N. Krupsk i C. Sanders Other Page 1 of 2 John M. Bredemeyer III, Presidei �oCOFF01 o Town Hall Annex Michael J. Domino, Vice-Presiderii �o �y� 54375 Route 25 Glenn Goldsmith o '` P.O. Box 1179 A. Nicholas Krupski o Southold, NY 11971 Charles J. Sanders y o�� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: NEW SUFFOLK WATERFRONT FUND, INC. requests an Administrative Permit for the existing +/-30.5'x48' marina accessory building; to repair the northeast corner of the building by replacing the existing support posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls. Located: 650 First Street, New Suffolk. SCTM#.1000-117-18- 18.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 lol� 3rollP� / F , k , s � sr i 3� flp�fiyt� r t €s � S� 1 e /v 1,6 1 Ir+4 g tl,� OFFICE LOCATION: ®�*®f S®(/ryOl MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 • �pQ Telephone: 631 765-1938 O Fax: 631 765-3136 coupm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM E- C� C' � E NOV 1 4 2016 To: John Bredemeyer, President i Town of Southold Board of Trustees souf�i•:J Town Board of Trustees From: Mark Terry, LWRP Coordinator Date: November 14, 2016 Re: LWRP Coastal Consistency Review for NEW SUFFOLK WATERFRONT FUND, INC. SCTM# 1000-117- 8-18.1 NEW SUFFOLK WATERFRONT FUND, INC. requests an Administrative Permit for the existing +/- 30.5'x48' marina accessory building; to repair the northeast corner of the building by replacing the existing support posts as well as one midway on the north side; and to remove some of the shingles in order to install plywood to cover any existing holes in the exterior walls. Located: 650 First Street, New Suffolk. SCTM# 1000-117- 8-18.1 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, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. �J so John M.Bredemeyer III,President ��, Town Hall Annex Michael J.Domino,Vice-President `' l::� 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee + q Telephone (631) 765-1892 Charles J.Sanders,Trustee /Owl' Fax(631) 765-6641 EOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _Coastal Erosion Permit Application Wetland Permit Application 7 Administrative Permit / —Amendment/Transfer/Extension ` D E V1. Received Application: 1 01 204 Received Fee:$ fDO,00— k Completed Application 1�� , CT 2 2016 ,Incomplete: _SEQRA Classificati n: Southold Town Type I Type II V Unlisted Ba f Coordination:(date sent): LWRP Consistency Assessment Form: `t CAC Referral Sent: Date of Inspection: /it _Receipt of CAC Report: _Lead Agency Determination: Technical Review: Public Hearing Held: < < Resolution: Name of Applicant: /V Pic,/ l'1 I dt-L Mailing Address: PdP)ox 1716 /V aJ 54� �� 10 Z/ Phone Number: �17 —.373 r0 Q© Suffolk County Tax Map Number: 1000-/7-- Q 7- 1$,r 10 st ( S, Property Location:_ I t5 (provide LILCO Pole 4, distance to cross streets, and location) AGENT: At M"214 P1°- (If applicable) Address: P0 BOX G 3Ca_ A v S -�l yg �� Phone: 3l '2,3 Y-S 63 ' r Board of Trustees Applic ion GENERAL.DATA Land Area(in square feet): __ U 3Y Area Zoning:, Previous use of property: Intended use of property: Covenants and Restrictions on property? Yes ____,>'CNo If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes", be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X _No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure(s)on property have a valid Certificate of Occupancy? Yes A No Prior permits/approvals for site improvements: Agency Date SBS- I�7hcs �.�— b�S��i to/a�, /,let -�- U No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?No Yes If yes,provide explanation: Project Description(use attachments if necessary): �� Cd r�� `' ' a ,� acces s d TJ !d b /5)/✓�o, dS�S v � Q `� P J 'PA e_, A ..( h to �- o`��`fin eacr� -�ar,�� �� f� � to! /V we)eql Ga �n� 13,61-s t Board of Trustees Applii_, WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: C7001 Jr019-"A 14 C e-D r-4 Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: /4- feet Closest distance between nearest proposed structure and upland edge of wetlands: n!Q, feet Does the project involve excavation or filling? No Yes If yes,how much material will be excavated? cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): 617.20 Appendix B Short Environmental Assessment Forret 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 l 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 /UW& TI,U11 l k U Name of Action or Project: - - Project Locatio (describe,and attach a location map): 1 pOC7 j/ — O$—Wfed crsf S� �vW sd� l lc, /�Y/ 2s� � �} �'�/wrt d K� Brief Description of Proposed Action: o C ez r Ax,, PaZI �JjLe� ply®o� Name of Applicant or Spons/orr:. Cj- Telephone: �l�_3 73-d O D tom✓ SGt�'>�j fly 1)1 r B-Mail: s uitGtt� rpt/mss h Address: rV 0 City/PO: State: Zip Code: X)ew S'u� IVY !l 6 Al fl fs-)o 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, N67YES- administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Q 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 permit or approval: 56a_1)La0-_r_dW-M &��; b 3.a.Total acreage of the site of the proposed action? �, Na acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned // or controlled by the applicant or project sponsor? Y),/4--acres 4. Check all land uses that occur on,adjoining and near the proposed motion. ❑Urban ❑Rural(non-agriculture) ❑Industrial DOCommercial Residential(suburban) ❑Forest ❑Agriculture El 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? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action'consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 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: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES( b.Are public transportation service(s)available at or near the site of the proposed action? ® I' M c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? KI M 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: M F1 10. Wil)the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: US 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: a 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? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO I YES wetlands or other waterbodies regulated by a federal,state or local agency? E1 - ' b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? El 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 ❑ Wetland ❑Urban ❑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? � E 16.Is the project site located in the 100 year flood plain? NO YES 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? ❑NO F]YES ❑ b.Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes,briefly describe: INNO ❑YES 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:__ 1K El 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: 1—=� 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,descri e: 007 Q.? _ _ D el cr 57 'e •n Colo /id o,— e COrt!G La.► D I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE 1q1Applicant/sponsor name: yiti, /'� Date: 1.;191,6 Signature: —ti ��' zTC 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 targe 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? LL❑JJ 'T 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ establishment of a Critical Environmental Area(CEA)? S. 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? J__] 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: T�I` a.public/private water supplies? U b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? I�1 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ri 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? U 11. Will the proposed action create a hazard to environmental resources or human health? Q 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. ElCheck 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 imp ttss.. Town of Southold-Board of Trustees ��' /V Name of Lead Agency Date J fi Vt _ �„�/ President Print or Type Name of sible fficer in Lead Agency Title of Responsible Officer SignatVespdsitflp,Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Applic'. ion AFFIDAVIT Vr-(q� BEING DULY SWORN DEPOSES AND AFFIRMS HAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORD WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner SWORN TO BEFORE ME THIS ,0C�'- '1 _ DAY OF ® 20J (0 Notary Public CONNIE C.BUNCH Notary Public,State of New York No.01 BU6185050 QuaFified in Suffolk County Commission Expires April 14,2 ® APPLICANUAGENUREPRESENTATIVL TRANSACTIONAL,DISCLOSURE FORM ,The wn.o S thld's Code ofFthias rohib'ts,,'nfli " df'nt r°' t . tod'ilart ofto n'`ffice is an d'em p-loveLs,'-T-h g,nu M osd o thi form is to mv' a intor tian wl'ic "n.ale e. wo o ib conllicfs of inficres id a11' it'ta taka whate ti'u is necessary to avoid samBe�.P.ta) YOURNAMEt _ /I/ �J� `^ I�V(�ttlr° �un�i - -n.� (Last name,first name,#iiddle 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,) NAME OF APPLICATION: (Check all that apply.) ' Tax grievance Building Variance Trustee ° Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"Other",name the activity.) - 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,rntarriage,or business interest°"Btisiness interest"means a business, including a partnership,in which the town officer or employee has even a partial.owncrshiip of(or employment by)a coq)oratiott 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 than 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 this1 day of 2006 Signature IiF G Print Name a, recta MC- w ( ,P-- Form TS l Town of Southold ` LWRP CONSISTENCY ASSESSMENT FORINT 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" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. `Thies, each answer-niust be;explained in-detail,'listing both srtnmortin and-non- supporting facts. 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# PROJECT NAME CD I-el P.k ,:VL4 ,4 &C'eSSo The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ 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 a ent of action: alt. A/LC Co rru, . /�a2% e GeSSd `ezzA . Location of action: ) �ct Site acreage: v1� l 702 Present land use: /)? - o, V64LC Present zoning classification: 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: Ale-U s� b &4 Fu (b) Mailing address: 100 /�_ � . o)C��� yid �y 1�i 7 S6 (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�4 If yes,which state or federaUagertcy'. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Poster 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. Q,Yes ❑ No ® Not Applicable 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 Not Applicable 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 Yes,n No Not applicable 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 S through 16 for evaluation criteria Yes No ❑ Not.Applicable co 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 F] Yes I No IgNot Applicable 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. F1 a, Yes No Noi-Haplicable 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 0 No , Not Applicable Attach additionat 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 evaluatiop criteria. Yes 1:1 No K"KJ Not Applicable 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.1-1 Yel=-�-1(� No Not Applicable Attach additional sheets if necessary r i VV® NG OAST POLIUES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LMW Section III—Policies; Pages 47 through 56 for evaluation criteria. .l Yes ❑. No TSNot Applicable 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 LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ElYes F No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section III — Policies; Pages 62 through 65 for-evaluation criteria. E`Yes El No Not Applicable 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 63 for evaluation criteria. ❑ Yes ❑1 No Lo Not Applicable PREPARED BY TITLE U) DATE MIN 401,6 REVISIONS 2O'-0,. REMOVE EXISTING SHINGLES AND SHEATHING AND REPLACE EXTERIOR WALL SHEATHING w/3/4"PT PLYWOOD � r r r 0 � Lu ° o°VO V 5 uj O REPLACE EXISTING POSTS: O O 6X6 ON 12"dta CONC.PIER, ¢ w/(4)#5 VERT.REBAR w/ N „` STIRUPS,30"X30"X12"FTG. uj Z° WITH(4)#5 REBAR ew W 0 -IS LLI _ F-r--7- --T o LJ Cle ul LLLL- � �o „ c�w r ��. ;H r � ( CJ 1-1 ciWVLn z _ d0 "W>WQ C uj cc ceLuWcO - - - - - - - - - - - - - - - - - FLOOR PLAN SCALE: 1/4" = V W �UZ W � �i1"SCyDRAWN: MH/MS SCALE: 1/4 1-0JOB#: e tember 29,2016 TNSHEE UM ER• - B<� r�• . - "�z ( •^ P f, d { V' "b v: t. rF iiW"l.s.'-K®rwrG.'Lma.�ts644G__�w•!✓.�.. .i..a'uVf* �. r ` �� odt%.u/..�r.3�awi�['=,sYT�i.•`.e-.-�at�4�:rt_ 'ai4R.oxN.e:�a3.,1..taoSi.1.' _.. —'•Xk? �'�)a -ra r•:v/ _ Y'Y rq JL .. >LYvaa�e`' a•C�,rrs. .,,,a, d. ...�..Y <...,_..,.,x...,.a ,�.., ..•..... ..a.a,..°1::1',.»..a r. �c:...,.,�a'.-t .. ..,...:7:.:a.�.. ..., ._ -.....,.__._..__....,.__.._.... _..,.._w.._ � � .` !C REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE + RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL L—i- RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATON USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE e i ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH �I BLOCKING 024"OC THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 15210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER H M U n WALL STUD THROUGH-ROOF EXHAUST \ a D �- VENTS SELECTED AND LOCATED BY CONTRACTOR �� w METAL STRAP U y Z ao o � RIM BOARD RAFTER VENTILATION CHANNEL O M AS REQUIRED ( ) RAFTERS MAINTAIN SILL PLATES , VENTILATION WOOD JOIST }` U BLOCKING FOUNDATION ' • I I „ TOP PLATE 2x4 LEDGER BLOCKING 0 STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUMNETFREE VETILATI G AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF 1/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE i 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS CONNECT TO rh� �. ' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWRJ ANCHOR EACH RAFTER ON ALL OPENINGS / ��• PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND y OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� EACH RAFTER ION ALL OPENINGS • i� 2ND. FLO i 1M�1 RAFTER WOOD JOIST TOP PLATE n F•- GIRDER/HEADER WOOD JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC r AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD �.�/1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION �j V) INSTALL 4'0" O.C. O 4" — B" LSTA35 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION U ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS W ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ►+� DBL. SILL PLATE TERMITE SHIELD I r� SILL GASKET 1 ` TYP. CONC. FOUNDATION • I ^ CONC. SLAB '`� 1 C 6 MIL. POLY Wy I DAMPPROOF EXTERIOR GRANULAR FILL , • % I 6MIL POLY ON EXTERIOR V _ \•D • V 'a STEEL COLUMN 1 •, e CONC. SLAB I D • r v ANCHOR BOLT EMBEDMENT: m•• /1 1'D POURED CONCRETE: 7. " ,% V 1 COMPACT FILL ie • BLOCK WALL: KEYWAY FOOTING e V ^ • C R ° , L)'O a O L1 CONC. FTG. O d•O L s USE 1AVITH 3x3 SQUARE WASHERS O ` ~ • :O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) � >'"W 0 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT _ '• ' DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING I i SILL PLATE TO FOUNDATION 1 STORY 72" OC Z CRAWL SPACE OR FOUNDATION) TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 $TORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION co WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC �j O T- SLAR- N- RADE OM =)SUBFLOOR LL QO (n CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE O_JOIST W COMPACT FILL 1 DOOR USE 2X8 STEEL BEAM cn Z FOR BLOCKOUT ^` 4" SLAB ` W/ 6X6 WMM \ SLOPE • P.T. PLATE //' W 4"DRIVEWAY --� NOTCH JOIST AND ADJUST HEIGHT ' • ��'' �� < 1 +• °•� •D •• °• ' •• • TO BE APROX.ING 1/2OR HIGHER THAN •7 PLATE 2" c. ,O y • • STEEL BEAM TO ALLOW FOR SHRINKAGE • ��_ �1__ Q n D A s 0 • •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Fn f t .D �•+ 6X6 W.W.M. -'O -'O- ' • •s i p4 °e' • ys � �G DRAWN: MH/MS= •z d '^ a� Q6QAASCALE: 1/4"=P- 0" MINalt ° •• A REINFORCING BAR = s ••> > "'..n "5- JOB#: •Q ► REINFORCING BAR �. O• s ,:. Fa'�t DRAIN TILE 1+11 ►I ° • G L1' O. O ° - STE SEAM P`' 1� 12" September 29,2016 �•.a PL, "I (B TE S< _` t� ;k SHEET NUMBER: C-s w TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. " " " ir REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �� 4Q �0 GARAGE DOOR BLOCKOUT Az REVISIONS WIND FRAMING NOTES NAILING SCHEDULE GENERAL NOTES PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: NOTES BUILDING USE RESIDENTIAL DWELLING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in fine with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CONSTRUCTION MANUALCEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC IAP NAIL EXT.BALCONIES 60 �6 0� meets current federal,state,county and local codes,ordinances and regulations,etc. Wail studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL 40 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/o STORAGE 10 3).Dimensions shall take precedent over scaled drawings. accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ATTICS w/STORAGE 20 NAIL ROOMS RIM BOARD ROOF (GROUND SNOW LOAD) 20 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON END EACH END (LIVE LOADS PSF) TO RAFTER (OTHER THAN SLEEPING) 40 L ROOMS(SLEEPING) : 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 0 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAIIS ANY DIRECTION r~ precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING 200 N specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR CAT.C) d+ anchor bolts are to be spaced between 6-12 inches from the end of a sill late and all TOP PLATE 2 16d COMMONSEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. P FOOT SEE NOTE:1 LOAD PATH TOP PLATES AT JOINTS FACE ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMONEA.SIDE NAIL ��, 6}.The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALLCONNECTIONS- NAILING SCHEDULE SEE GENERAL NOTE PAGE 2 panel on the exterior 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE >; ry or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural P STUD TO 2U t m attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION Sym" SEE FLOOR PLANS M such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER lbd COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS in table 3.15a-b. 8).Wind load requirements shall be taken into account during construction. TOP OR BOTTOM 2-16d COMMONN PER 2x4 STUD END TRUSS DESIGN A-STANDARD STICK FRAME CONSTRUCTION U M PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL � � 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS RESCHECK m FOUNDATION NOTES: Type ti exterior shearwalis shall meet the requirements of table 3. 5a times the appropriate BOTTOM PLATE TO: PER FACE NAILo 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished floor(s)above typical grade. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3�, MODERATE SLIGHT TO 3).Provide 1/2"expansion joint material between concrete slabs and abutting PER TOE TO HEAVY MODERATE 11 YES concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO: 4-8d COMMON - 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 •8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted,all stabs on grade to be 2500 p.s.i..Concrete to be BLOCKING 2-8d COMMON EACH TOE ^ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3-16d COMMONINTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) g BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD W 6).Crawl spaces to be provided with r minimum.of access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 (� 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL @ TTS^ LEvj Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: DGER 3 -8d COMMON PER TOE NOTES TO BEAM JOIST ON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O I...� O the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gatvinized or stainless steel. - END 316d COMMON TO JOIST JOIST NAIL 0 r-r 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, E"i 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w ^ U 2-l6d COMMON P g FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 U into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. i).All framing techniques and methods as prescriptive design of 2006 SBC High Wind For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION A0 HW NAIL NAIL Z Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM where needed. QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d MON @ 12 COM "O.C. SEE NOTES:1,3(BOTH FIELDS) Bearing wall headers to have(2)jack studs and( full length studs each side of all 5d COOL7" O.C.EDGE ERS 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studss on each side of 6).Concrete piers shall be a minimum 6"above grade. NOTE:2 FOR PANEL FIELD ( WALLBOARD openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported WALL SHEATHING: NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire ) f pported with hangers and anchors.Each Ioist shall also be anchored NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5).All flush beams/headers to be installed with heavydu 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 duty gatvinized hangers and PANELS Bd COMMON WFCM-SBC 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with H Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Y on plans. r_ WALLBOARD 5d COOLERS 10"O.0.FIELD other access openings unless otherwise noted(typical). FLOOQ � 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,gatvinized box nails shall be permitted to be substituted for common nails. �+ �-- R SHEATHING: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, W > 8).Dormers runningu roof rafters are to be supported provide adequate JOINT DESCRIPTION NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W > p pported by double rafters on either side t quote bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. w � W where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. E_ F- Z 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD Y under all bearing walls. Section R602.8-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) (n requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. M needed. Q LL 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. C) M 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor w CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Rt 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed W 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. Z p ywobe subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to Floor joists.Finished floor to be installed ELECTRICAL NOTES' over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, w 1).All electrical to be installed as per N.Y.S.Residential Construction Code, such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and ` 0 ceilings and over furnace to have 5/8"thick p g 2).When wall sheathing is continuous over connected s� r tyape sheetrock.All other arts of building 2).All electrical work shall be approved by a qualified Underwriter. 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced to]-16d nail per foot. .� (�A�d DRAWN: MH/MS approved All roof with a pitch less than 4:12 shall be installed with as Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ,$f esd r ,� .M SCALE: 1/4"_F-0" approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM SOIL COMPACTION: �. flame and products of combustion. :,; JOB#: tort down type material over. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001. .N.Y.S. oSeptember 29,201616Residential Code. � i 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to -+ + ��' be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. Ij SHEET NUMBER:, 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTORNOTE: *.m j., ::02339 •�0 s�DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE ,OF NS SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY3 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS 20'-0° REMOVE EXISTING SHINGLES AND SHEATHING AND REPLACE EXTERIOR WALL SHEATHING w/3/4"PT PLYWOOD c aV w V 4 REPLACE EXISTING POSTS: 00 6X6 ON 12'dia CONC.PIER, w/(4)#5 VERT. REBAR w/ STIRUPS,30"X30"XI2"FTG. WITH (4)#5 REBAR ew Lu O i.. ,—} za It F- a N = t— O w l - -` O LLQ n z d' w O � , U :E / z 31 V R, Q 6 W I^�1 Vl a O - - - - - - - - - - - - - - - - - FLOOR -FLOOR FLAN SCALE: 1/4" = V zY O w ._ W w Q '�. I- LL Lo 0 411 p s ' w00 U) w .. � W Z � WJ I kk' "f rv'J/i SCiS'4y DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: =''" h♦ o IM lNeptember 29,2016 w ' SHEET NUMBER: .� A- 1 WALL EDGE OF PAVEMENT OH OVERHEAD WIRES E ELECTRIC:UNE W w w w w w w w - W WATER MAIN -X-X- CHAIN LINK FENCE 3 -o-0 FENCE OTHER FIRST STREETRIM A 19 3.99 3.41 RIM 3.23 2.79 2.49® RIM 2.88 RIM 3.38 >- GUY WIRE 2.41 3.37 N 06"5430" E 272.54' _ 9 wooD POSTS 3.s i CONCRETE . 9 5.0 FE FEWOOD POSTS 1.IN E 3 STAKE 32,20' S SANITARY UNE 1.3'E FOUND Q DRAINAGE INLET Io a SIGN SIGN I x .� J b Bo -� a `� UTILITY POLE 4.3A`EL x -f W O BOLLARD PROPOSED NYS OPRHP °2 � a EASEMENT AREArlLP3�jk-,74 +•2 3 I � QS STRUCTURE - SANITARY LL caRDEN I o n O a Q STRUCTURE - DRAINAGE APPARX779 BF Tt7 THE GARDEN £NT HIGH WA 7E'R LINE X 1- 51,993 SF. 70 HIGH x caTE x x Q W O W ELECTRIC CONTROL BOX WWATER LINE DESCRIBED I W I 3 s : fr ® WATER VALVE /N L 12646 P. 869) 4.3 4.5 X ' m O Q O x xx ++ - X' F-� +5.43 SPOT ELEVATION ,-, „., r� r1LP4ETE s,l 4c,1 k.ed 4ed r43 k.•d k.s,I0O ® WATER METER pL- r' `r � d '� r� a0 b">d fs"� b�""sd bfiii b"�rl appp ( y Z �,JLJLJLL iJ Jr"��1 �tt r�nj r� �tt �, r� 4.3 E0 t) �40 �.4f1 9.43 T l .43 lS.3d ' Z iZ§i ipi tpi ipi ij§i i `®ri Q `� `� I,=fou RIM RIMr�J � i r 3 ' J I 3j 31. .41 x ' I klr�2 N y3AWARY LOCATION TICSRim RIM FE 8.37 6.24 My H B.2 4.6 w It) O` ,1'44 w 0.5'N 4.6 IM �6 ` 8.7 RAMP ; 7.90 1.78' SANITARY ! Wl STRUCTURE BUILDING CORNER •; 1 ST 5 h RIM 5.1 I = :;�:• X I RIMS, 6.90 / Q A i3 .�, 6.63 � GT 20.5' 58.5' 8.94 24 ��t3T fi, mQ X10' DECK 11' RIM 4'3 I Q • ST 39' .45. 6.7 R O 6.89 7.11 �V �r• 7.1 0 MH1 38.5 60 •'•`:�.•:•: I :.B 50.7 rn 5• x ed F.F. EL 8.93 133'A MH2 51 44 I � o �, 1 1 2 STORY a 4.2 0 22.o BUILDING m < m x W 41 v:� _ "r:., i 4 MI-13 65' 36' 4' �.' ' im � ' O I RIDGE EL 30.85 ! I i 11 1 �.^T�tl ' i i LPI 51' 76' '• : : ON PILES o�.� LP2 82' 46' j 00: �%►w• 78 T 22.0' a 2nd FL EL. i8.71 M 13.9' 66 m f•fss11 rl� �"LL W 0673 00: .E x N 50.6 6•n .42 O` T 49.$Q�': : : : OUo .0 8.93 DECK 8.93 1O.^ ; 3.9 >r N OCT 2 0 2016 LP3 too' 7T G, t tU pN FE 4.0 pva 81 o w X 4 LP4 82.5' 98' O�J .1 4.7 oa'w I L o � y � GT = GREASE TRAP / ��RO ce RR ER o�ode:1 X 5.5 5.5 Scat;f ST - SEPTIC TANK OP�00� $ ♦ GeP��E o P° I 5.3 CONC. .6 RAMP +.z W �-_Pard,i?�E s"^1 __.� __ _..1 MH MANHOLE O V ti ° �` +6., x ' LP = LEACHING POOL G P '� Net. c�OST� I COVER �O � ' o�g� ,cP� ♦ `�� x LAWN $ n MARINA LG •Q� srAKE CONC.AAD I Oct ACCESSORY n FOUND POLE x H : (MONUMENT) 48.1 zzr 5.4 4 t% 5., 3 6 S 93'43'00' E NOTE ' X p 123.328' I. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE. AND IS NOT 1.1 PROPOSED NYS OPRHP I 5.92 S 00'4707" E INTENDED TO BE USED FOR A TRANSFER "OF TITLE OR ANY FINANCIAL RWFOUAR \ EASEMENT AREA AD .�" E 1217 PURPOSE. xI 5.1 . E S19• o "WALKWAY 2•pZ44• W � S 027.2'54' E 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND •tteem� 5. THE EXISTENCE OF ANY COVENANTS. RESTRICTIONS. ?� d •\'�o wDOD '1d•25~ E ,��' + �• THEREFORE. S 03 EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT 5.97 E 4. SHOWN OR ADDRESSED. S32-S 2 o S♦ \ ( S � W 1rVr j g 3.PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS r{ $ SURVEY. ' `'� �'��� o • h 4.SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS PART OF T141S SURVEY. 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE CIIJTCH®GUE HARBORPROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES. .e�+ d RETAINING WALLS, POOLS. PATIOS PLANTING AREAS ADDITIONS 3 6? S 32'15'54' E BUILDINGS OR ANY OTHER CONSTRUCTION: TIONS TO ��� ♦ 9'18' D 8.LOT AREA - 93.588 SQUARE FEET OR 2.148 ACRES. S 22'f 294' E TAX LOT 22 do 23 a 9.ELEVATIONS SHOWN HEREON REFER TO NAVD. 1988. N 289'51'06" E � �• Fi LAND NOW OR FORMERLY OF 10. BUILDING OFFSETS ARE SHOWN TO FOUNDATION. . 14.64 TOWN OF SOUTHOLD Q tib "BOAT BASIN" Q � WS &"757' E d 10.90' 00 gm o - m DateBy Revision lO 6 i br R.B. by: A.V.R. Ctle& by: C.W. 40 � a ° y o Barrett n. o Bonacci & � a W ! n rot e�k"KN�PD � V.N ® Van V 1 el Pc W I d �0 � � II i Civil Engineers 175A Commerce Drive 3 : H Hauppauge, NY 11788 P $urveyorS r 631.435.1111 3 s�i e 2,£ o 6Planners F 631.435.1022 www.bbvpc.com I 6 � a G�'( Tax Map DSTRICT 1000 ON 117 BLOCK 8 LOT 18.1 a • G CAMPICO"M tndicoted hereon*Y*f#K*Ibis plat ° WA/ �here&of P made in PROPERTY o �� o o land Saveyvrs adopted by the New York Sidle Association is 0+for� StiUATE c I Q O and is nd certification Sold Nile,zoning or freedom N S u F FO LK of encumbronoes. Said oertifioallons shofl nx, Qo only to the persons and/or mom&s+ed he eon 8 0 4 0 .E and am sunotb b°tet'°"°' °"''em TOWN OF somm LD SUFFOLK COUW,N.Y. o6�o0 5 � FINAL O f° lhralAl+orized oheralbn or to State Education law SURVEY is o violation of Section 7209 of New York a V copies of this suwey map not bowing the kid o surveyorr s embossed seal and sign 4a not be considered to be o true and valid copy c 2016 BBV PC N LM: FINALDcde 5 Scale VIEW: FINAL Of FEBRUARY 2,2016 1" = 30' AlM27M Of Y