Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-119.-1-6.1
OFFICE LOCATION: SO MAILING ADDRESS: Town Hall Annex h P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � �pQ Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 COU�m,��' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, LWRP Coordinator Date January 22, 2018 Re: LWRP Coastal Consistency Review for ZBA File Ref PETER NEGRI AND ELIZABETH KAYE NEGRI #7128 SCTM#1000-119-1-6.1. PETER NEGRI AND ELIZABETH KAYE NEGRI #7128 — ,Request for a Variance from Article XXII, Section 280-116; and the Building Inspector's October 10, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling at; 1) less than the code required 100 feet from the top of the bluff, located at: 9775 Nassau Point Road (Adj. to Little Peconic Bay), Cutchogue, NY. SCTM#1000-119-1-6.1. 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 I is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with the LWRP. Due to a recent restoration project of the bluff face and construction of shoreline hardening structures (Wetlands Permit 7978) the bluff is vegetated and currently stable. However, it is likely that the stability of the shoreline structures and integrity of the bluff will suffer damage from repeated storm events and tidal surge over time is moderate. File photos taken in November of 2012 show that the bulkhead and area behind the bulkhead suffered significant damage. Superstorm Sandy affected this coastline in October of 2012 Portions of the property located seaward of the retaining wall are located within the FEMA VE (velocity hazard) flood zone: Policy 4.1. Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are recommended. specifically A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. ,r 5. Manage development in floodplains outside of coastal hazard areas so as to reduce adverse environmental effects, minimize the need for future structural flood protection measures, or expansion of existing protection measures and to meet federal flood insurance program standards. The pool is proposed to be located within 51' from the top of bluff which could result in loss of the features due to storm events with a tidal surge capable of damaging shoreline hardening structures, eroding the toe of the bluff resulting in slope failure; and resulting in property loss. It is recommended that the Board relocate the pool patio landward from the top of bluff to the furthest point practicable to meet this policy and reduce the risk of property loss from potential erosion in the future. 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 ®F sour Southold Town Hall Leslie Kanes Weisman,Chairperson ��' y® 53095 Main Road•P.O.Box 1179 �O !® Southold,NY 11971-0959 Patricia Acamporac Office Location: Eric Dantes c/? Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 54375 Main Road aue Nicholas PlanamentoC®UN Southold, 177"C F http://southoldtownny.gov N O V O Z 017 ZONING BOARD OF APPEALS Southold vjn TOWN OF SOUTHOLD Planning Board Tel.(631)765-1809•Fax(631)765-9064 November 9, 2017 Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref.No. # 7128 NEGRI, Peter Dear Mark: We have received an application for additions and alterations to an existing single family dwelling. 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 Chairperrsson B C.- �(", Y a b \\ 9 ma IVA e LITTLE IV �. ',3AN, 1 Ib PECONIC \\ 142 37A(C) 0 \ A O '\ \, 141 0 44A !O BAY O .1 I0Xviw"m! COUNTY OF SUFFOLI -- semuann Lhr --m,-- Hleae 9.en uro --H-- x+snwwomYs�o vlmPEmlEs NOTICE THE roLLON+ STPIClS 9 wo- NN D MAINTENANCE ILLTERAT ON SALE T Real Property TaxService NNE29 HYDRANT DISTRIBUTION Of ANY PORTION OF THECOuflty C@DT@T RIV@fy2ad.NY1190 4A vnvER SUFFOLK COUNTY TNI MAP IS PROHIBITED —LE IN FEET99 WTHOUTWUTTENPERMISSION OFTHE �REAL PROPERTY TM SEWICEAGENCY ---� Snw Gwln LM 9 FORM NO. 3 7/ TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 10, 2017 TO: EN Consultants (Negri) 1319 North Sea Road Southampton, NY 11968 Please take notice that your application dated September 28, 2017 For a permit to construct additions and alterations to an existing single family dwelling at Location of property 9775 Nassau Point Road, Cuctho ug_e NY County Tax Map No. 1000 - Section 119 Block 1 Lot 6.1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states,• "All buildings located on lots adjacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than one hundred (100) feet from the top of such bluff or bank." The ction 7setf 51 feet from the top of bluff, at its closest point. Authorized S' atur 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. SOUTHOLD TOWN ZONING BOARD OF APPEALS OFFICE CHECK LIST Please submit the following in EIGHT Sets(or NINE sets for waterfront or freshwater wetland or commercial parcels) collated into separate packets,with ORIGINAL signed set and Check for filing fee clipped on top: CURRENT NOTICE OF DISAPPROVAL(for area variance, use variance,and waiver of lot merger applications) Note: Special Exception Permit applications come directly to the ZBA and do not require a Notice of Disapproval) 1.Application (2 pages) Included w/3 attached pages 2. Project description Form Included 3. Questionnaire Included 4. Pre-CO's, CO's Included 5.AG Data Form Included 6.Short EAF Form(4 pgs) Included Included 7. Owner's Consent 8.Transactional Owner and Agent Included 9. LWRP Form Included plus addendum 10. Photos Included 11. New Survey Included 12. Building Plans Included 13.Town Property Card Included *"CHECK is payable to TOWN OF SOUTHOLD: Fee Schedule from Code is attached, or call 765-1809 Fee. $ Filed By Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 9775 Street Nassau Point Road Hamlet Cutchogue SCTM 1000 Section 119 Block 1 Lot(s)__6-1 Lot Size 87,485 sf Zone R-40 I (WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: 10/10/17 BASED ON SURVEY/SITE PLAN DATED 9/20/17 Applicant(s)/Owner(s): Peter Negri&Elizabeth Kaye Negri Mailing Address: 100 Hilton Avenue,Garden City,NY 11530 Telephone: 516-459-3133 Fax: N/A Email: pnegri@jamaicabearings.com NOTE: In addition to the above,please completed below if applicant is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: En-Consultants for(X)Owner ( )Other: Address: 1319 North Sea Road,Southampton,NY 11968 Telephone: 631-283-6360 Fax: 631-283-6136 Email:rhenmann@enconsultants com Please check box to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X) Authorized Representative,( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 9/20/17 and DENIED AN APPLICATION DATED 9/28/17 FOR: ( ) Building 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 and paragraph of Zoning Ordinance by numbers. Do not quote the code. Article xx11 Section 280- 116 Subsection(A)(1) Article Section 280- Subsection Type of Appeal. An Appeal is made for: ( )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 (Ahas, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). 2165 Year(s). 7/22/76 (Ple47se be sure to research before completing this question or call our once for 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 neighborhood or a detriment to nearby properties if granted,because: See attached. (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: See attached. (3) The amount of relief requested is not substantial because: See attached. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached. (5) Has the alleged difficulty been self-created? WYes, or { }No. See attached. Are there any Covenants and Restrictions concerning this land: {X}No { }Yes(please famish 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 w are of the community. Signature of ppellant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 1st Robert E.Herrmann da o ovember 2017 Coastal Management Specialist J i ~ota `Pu tc KA H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 201 N REASONS FOR APPEAL ADDENDUM for PETER NEGRI & ELIZABETH KAYE NEGRI 9775 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-119-1-6.1 1) The granting of the requested relief from §280-116(A)(1) for the proposed swimming pool, raised patio, and dwelling alteration located less than 100 feet from the top of bluff will not have an undesirable impact on the character of the neighborhood because the surrounding developed shoreline community along Nassau Point Road is characterized by dwellings and accessory structures located substantially less than 100 feet from the bluff. Specifically, in addition to the applicants' dwelling, which is located 44 feet from the top of bluff, it appears that every developed shoreline property located within roughly one- half mile of the subject property is improved with dwellings located less than 100 feet from the bluff. And five of those properties contain swimming pools, three of which are located on the waterside of the dwelling and set back apparent distances from the bluff ranging from 15 to 40 feet. The now preexisting nonconforming neighborhood character is the result of the shoreline community having been developed (and redeveloped) long prior to the code changes that expanded the intent of the 100' bluff setback set forth in Section 280-116(A)(1) to apply to bay bluffs in addition to sound bluffs, changes which were made only recently in December 2015 and May 2017. In fact, due to the very recent nature of the code changes, I could identify only one bay bluff setback variance request for a nearby property, which resulted in the approval of a reconstructed dwelling located less than 35 feet from the bluff crest at 7325 Nassau Point Road, twenty properties to the north of the subject parcel (Case No. 7003, December 2016). The proposed 51' setback between the applicants' proposed pool and the bluff is therefore consistent with and in fact exceeds both that ZBA-approved bluff setback and the preexisting bluff setbacks associated with the pools noted above. The addition of the pool and raised patio would also maintain the character of the bluff setbacks on the subject property itself since the 51' minimum bluff setback associated with the new structures exceeds the 44' and 35' minimum bluff setbacks associated with the existing dwelling and on-grade masonry patio, respectively. As far as the project's impact on the nearest immediately adjacent property to the south is concerned, the swimming pool and associated raised pool patio not only exceed the 15' minimum side yard setback required for principal structures, the pool exceeds the minimum 25' side yard setback required for swimming pools on a parcel of this size if the pool were not"attached"to the dwelling by the raised patio. Furthermore, the view of the Robert E. Herrmann Sworn to before me this 1 st day of Nbvember, 2017. Ne blic KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20,�-) proposed pool and patio from the property to the south will remain well screened by extensive vegetation present on both sides of the shared property line. Although essentially unaffected by the project, the view of the pool from the property to the north will similarly remain screened from view by existing vegetation and by the subject dwelling itself. Thus, for the reasons outlined above, the project will not produce an undesirable change to the character of the neighborhood or a detriment to nearby properties. 2) Due to the preexisting nonconforming location of the existing dwelling approximately 44 feet from the top of bluff, the benefit sought by the applicants, i.e., the recreational use of a waterside swimming pool, cannot be achieved without the benefit of an area variance because a pool cannot be situated 100 feet from the bluff crest on the waterside of the dwelling. In addition to being significantly less practical and desirable for a large waterfront property, the pool's potential placement on the landward side of the house would require demolition, relocation, and reconfiguration of the existing driveway and the significant disturbance and removal of existing vegetation, as nearly all of the front portion of the property that is not currently improved with the existing driveway and entrance walkways is heavily vegetated. Whereas installing the pool and patio where proposed requires no clearing of vegetation since the waterside of the house has long been cleared and improved with structures, lawn, and landscaping. Nevertheless, recognizing the sensitivity of the newly required bluff setback, the project is designed to seek the minimum variance relief practicably achievable by proposing to construct the pool and patio partially in place of the most seaward 14 feet of the existing 21' deep, 16' wide attached greenhouse to be removed, thus maximizing the bluff setback and avoiding any further encroachment on the existing bluff setback. 3) The 49 feet of setback relief required to construct the proposed swimming pool is mathematically substantial, but the proposed 51' bluff setback represents a greater bluff setback than is currently established by the dwelling and waterside patio (located minimum distances of 44 and 35 feet from the bluff, respectively) and therefore creates no decrease in the existing bluff setbacks. 4) The project has been designed and mitigated to effectively eliminate any possible adverse effects on the physical and environmental conditions of the subject property and surrounding natural resources. Construction of the pool and patio where proposed, for example, will require no clearing of existing natural vegetation since the developed portion of the property between the dwelling and bluff has long been cleared and ij�,— Obert E. Herrmann Sworn to before me this lst day of November, 2017. ublic KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO , 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 10L;!'/ improved with structures, lawn, and landscaping. Moreover, the proposed swimming pool and patio will be constructed partially in place of portions of the existing dwelling and patios to be removed such that they can be located more than 50 feet from the top of the bluff and 100 feet from the surface waters and tidal wetlands of Little Peconic Bay. And the bluff separating the developed portion of the property from the bay is well vegetated, stable, and protected from erosion at its toe by a bulkhead (and secondary retaining wall) that was recently reconstructed in 2013 (see Town Wetlands Permit No. 7978). The pool will also be located farther from the bluff than the legally preexisting dwelling and on-grade patio, which are located minimum distances of 44 and 35 feet from the bluff, respectively. Due to the site elevation, the pool will be elevated well above the groundwater table, and backwash will be directed into a designated pool drywell located 120 feet from the top of bluff. As mitigation for the additional site coverage and to provide additional protection for the bluff against potential runoff and erosion, the project proposes to enhance the existing vegetation landward of the bluff crest through establishment of a 10' wide, approximately 2,100 square-foot non-turf buffer adjacent to the bluff crest, which will help to capture and absorb surface water runoff before it reaches the bluff. The buffer will also provide the benefits of acting as a sink for potential contaminants (e.g., lawn fertilizers and pesticides) contained in surface water runoff and will enhance the natural character of the top of the bluff. During construction, a temporary project limiting siltation fence will be set in place no less than 30 feet from the top of bluff to control and contain site disturbance, which will enable the project to comport with recent recommendations made by the Suffolk County Soil and Water Conservation District that no equipment be operated or stored within 25 feet of the bluff. Together, the careful design and associated mitigation measures to be employed both during and after construction will ensure that no significant adverse impacts are caused to the quality of groundwater or surface water or to the naturally protective bluff feature as a result of increased runoff, contamination, or erosion. 5) The difficulty is self-created because the applicants purchased the property after Section 280-116(A)(1) was revised so that variance relief is needed to place a swimming pool on the waterside of the dwelling and therefore are presumed to have had actual or constructive knowledge of the limitation created by this code revision. Robert E. Herrmann Sworn to before me this 1 S` day of ovember, 2017. c, ary Public KIM H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 1 . 70a/ APPLICANT'S PROJECT DESCRIPTION Applicant:Peter Negri&Elizabeth Kaye Negri Date Prepared: November 1,2017 I. For Demolition of Existing Building Areas Please describe areas being removed: The walls,roof,and floor of existing 21'x 16'attached greenhouse will be completely demolished and removed;the foundation of the most seaward 14'x 16'section of greenhouse will be removed,with the remaining Tx 16'portion field verified for code compliance and viability for use with proposed Tx 16'one-story addition in its place. II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: T-1"x 15'-10"extension of habitable first floor plus T-11"x 10'-6"attached Dimensions of new second floor: N/A unconditioned/exterior storage shed Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 13'-1 1/2" Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: N/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: 1-story 16'x 21'attached unconditioned greenhouse with glass and steel frame roof;glass and steel frame/concrete and brick walls and floor of brick paving set 7m pea gravel base. Concrete foundation/footings. Number of Floors and Changes WITH Alterations: 1-story 16'x 7'attached,conditioned pool cabana(in place of greenhouse)with wood framing; azek exterior cladding;copper roofing;concrete slab and foundation/footing,including half bath and laundry closet. IV. Calculations of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: 5,376 sf Proposed increase of building coverage: 1,640 sf(total=7,016 sf) Square footage of your lot: 74,977(buildable land) Percentage of coverage of your lot by building area: +/-9.4% V. Purpose of New Construction•New inground swimming pool and patio;and replacement of existing unconditioned,attached greenhouse with smaller conditioned,attached pool cabana. 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): There exists on the waterside of the existing dwelling a bulkheaded slope,which only became defined as a"bluff' pursuant to zoning code in December 2015 when Section 280-116(A)(1)was first revised to expand the definition of bluff to land slopes adjoining Peconic Bay. Therefore,Cue to the preexisting nonconforming location of the dwelling,it is not possible to place a swimmmg pool on the waterside of the dwelling 100 feet from the top of bluff. Please submit eight (8) 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 1 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? Existing boulder retaining wall and No X Yes,please explain on attached sheet. raised grade behind it will be partially reconfigured to allow for p ce m ent 61 propose swim ming pool. C. 1)Are there any areas that contain sand or wetland grasses? Yes 2)Are these areas shown on the map submitted with this application? Yes 3) Is the property bulkheaded between the wetlands area and the upland building area? Yes 4)If your property contains wetlands or pond areas, have you contacted the Office of the Town Trustees for its determination of jurisdiction? No Please confirm status of your inquiry or application with the Trustees:Will be filed upon completion of varaiance review 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? Yes E. Are there any patios, concrete barriers, bulkheads or fences that exist and are not shown on the survey map that you are submitting? No 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? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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? No If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Residential,single-family dwelling and proposed use Same with alteration and swimming pool. (ex:existing single-family dwelling,proposed:same with garage, Lorother)_____, Authorizea SiNature and Date Robert E.Herrmann Coastal Management Specialist FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-27018 Date: 04/04/00 THIS CERTIFIES that the building NEW DWELLING Location of Property: 9775 NASSAU POINT RD CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 119 Block 1 Lot 6.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 21, 1998 pursuant to which Building Permit No. 25181-Z dated SEPTEMBER 17, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED GREENHOUSE & THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to CHARLES A & JANICE BOVINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0067 03/30/00 ELECTRICAL CERTIFICATE NO. N-517623 03/08/00 PLUMBERS CERTIFICATION DATED 03/30/00 PERFECTION PLUMB.&HEATING /AOhoriZed Sig ature Rev. 1/81 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM. The 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 agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Sections 239m and 239n of the General Municipal Law. 1)Name of Applicant: En-Consultants 2) Address of Applicant: 1319 North Sea Road, Southampton,NY 11968 3)Name of Land Owner(if other than applicant) Peter Negri&Elizabeth Kaye Negri 4)Address of Land Owner: 100 Hilton Avenue,Garden City,NY 11530 5)Description of Proposed Project: See attached 6)Location of Property (road and tax map number):9775 Nassau Point Road,Cutchogue;SCTM#1000-119-1-6.1 7)Is the parcel within 500 feet of a farm operation? { }Yes {X}No 8)Is this parcel actively farmed? f }Yes {X}No 9)Name and address 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 back side of page if there are additional property owners .) —i�� 11 / 1 / 2017 Signature of plicant 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.Solicitation will be made by supplying a copy of this statement. 2.Comments returned to the local board will be taken into consideration as part of 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 I-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 I 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 I-Project and Sponsor Information Name of Action or Project: Negri Swimming Pool Project Location(describe, and attach a location map): 460 North View Drive,Orient,Town of Southold, SCTM#1000-13-1-5.2;property is located on east side of Nassau Point Road,366'north of Sunrise Road,map provided. Brief Description of Proposed Action: Demolish and remove existing 16'x 21'attached greenhouse and construct in its place a 16'x 7'first-story attached pool cabana addition and 4'x 5 5' outdoor shower;construct a 20'x 40'in-ground swimming pool(partially in place of greenhouse and 87 sf of existing on-grade patio to be removed), construct an 884 sf raised masonry pool patio around swimrning pool(partially in place of greenhouse and 166 sf of existing on-grade patio to be removed)with 1'x 5'step to grade and 2'x 4 5'steps to on-grade patio;construct 124 sf expansion of on-grade masonry patio(partially in place of existing gravel patio);construct a Tx 10 5'attached exterior storage shed adjacent to dwelling;remove existing concrete pad and construct Tx 20' trellis over existing AC units;install pool enclosure fencing,remove approximately 35 cy soil matenal from behind existing boulder retaining wall and realign wall to allow for pool installation by removing 58 if of existing boulder wall and installing 91 if of boulder wall,and establish 10'wide, approximately 2,100 sf nonturf buffer along top of bluff,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated September 20,2017,and last revised October 30,2017 Name of Applicant or Sponsor: Telephone' 516-459-3133 Peter Negri&Elizabeth Kaye Negri E-Mail: pnegri@jamaicabearings.com Address: 100 Hilton Avenue City/PO. State: Zip Code: Garden City NY 11530 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 X 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: X Southold Trustees and Southold Building 3.a.Total acreage of the site of the proposed action? 87,485 sf b.Total acreage to be physically disturbed? +1-8,500 sf c Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 87,485 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(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: Name:Peconic Bay and Environs,Reason:Protect public health,water,vegetation,& TX scenic beauty,Agency: Suffolk County,Date:7-12-8 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? X 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: N/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water. N/A 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: N/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? X X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X 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 X 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? YES If Yes, a. Will storm water discharges flow to adjacent properties9 ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑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: 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: X 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: obert E.Herrmann,Coastal Mgmt. Specialist Date: November 1,2017 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 I 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 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 I 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) 1, Peter Negri residing at 100 Hilton Avenue,PH4 (Print property owner's name) (Mailing Address) Garden City,NY 11530 do hereby authorize En-Consultants (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) Peter Negri (Print Owner's Name) Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) j� Elizabeth Kaye Negri residing at 100 Hilton Avenue,PH4 (Print property owner's name) (Mailing Address) Garden City,NY 11530 do hereby authorize En-Consultants (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. q!�" &:� 0 -0-0 AL-" Cl (Owner's Signa e) Elizabeth Kaye Negri (Print Owner's Name) 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: Negri,Peter (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 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 t✓ 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 a' day of: lo 20_±Z Signature Print Name Peter Negri APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and emnlovees.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: Negri,Elizabeth Kaye (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 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 ya L �,2047 Signature Print Name Elizabeth Kaye Negri AGENT/REPRESENTATIVE 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 Herrmann,RobertE. Last name, first name,m2dle 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 Variance xxX 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 X 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) Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this1st day of November 2 17 Signature Print Name Robert E.Herrmann r 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 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. Thus, each answer must be explained in detail, listing both supporting 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# 119 - 1 _ 6.1 PROJECT NAME Peter Negri&Elizabeth Kaye Negri The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees ❑ 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: Demolish and remove existing 16'x 21'attached greenhouse and construct in its place a 16'x 7'first-story attached pool cabana addition and 4'x 5.5'outdoor shower;construct a 20'x 40'in-ground swimming pool(partially in place of greenhouse and 87 sf of existmg on-grade patio to be removed);construct an 884 sf raised masonry pool patio around swimming pool(partially in place of greenhouse and 166 sf of existing on-grade patio to be removed)with 1'x 5'step to grade and 2'x 4.5'steps to on-grade patio;construct 124 sf expansion of on-grade masonry patio(partially in place of existing gravel patio);construct a 7'x 10.5'attached exterior storage shed adjacent to dwelling;remove existing concrete pad and construct 7'x 20'trellis over existing AC units;install pool enclosure fencing; remove approximately 35 cy soil material from behind existing boulder retaining wall and realign wall to allow for pool installation by removing 581f of existing boulder wall and installing 91 if of boulder wall;and establish 10'wide,approximately 2,100 sf nonturf buffer along top of bluff,all as depicted on the site plan prepared by Marshall Paetzel Landscape Architecture,dated September 20, 2017,and last revised October 30,2017. J Location of action:9775 Nassau Point Road,Cutchogue Site acreage: 87,485 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 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:Peter Negri&Elizabeth Kaye Negri (b) Mailing address: 100 Hilton Avenue Garden City,NY 11530 (c) Telephone number: Area Code 516-459-3133 (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? 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. 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 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 i/ LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR PETER NEGRI &a ELIZABETH KAYE NEGRI 9775 NASSAU POINT ROAD CUTCHOGUE, NY SCTM#1000-119-1-6.1 Policy 4 Construction of the pool and patio will require no clearing of existing natural vegetation; and the structures will be constructed partially in place of portions of the existing dwelling and patios to be removed such that they can be located more than 50 feet from the top of the bluff and 100 feet from the surface waters of Little Peconic Bay. The bluff separating the proposed structures from the bay is well vegetated, stable,and protected from erosion at its toe by a bulkhead(and secondary retaining wall)that was recently reconstructed in 2013 (see Town Wetlands Permit No. 7978). The pool will also be located farther from the bluff than the legally preexisting dwelling and on-grade patio, which are located minimum distances of 44 and 35 feet from the bluff,respectively; and backwash will be directed into a designated pool drywell located 120 feet from the top of bluff. As mitigation for the additional site coverage and to provide additional protection for the bluff against potential runoff and erosion,the project proposes to enhance the existing vegetation landward of the bluff crest through establishment of a 10'wide approximately 2,100 square-foot non-turf buffer adjacent to the top of bluff, which will help to capture and absorb surface water runoff before it reaches the bluff. And during construction, a temporary project limiting siltation fence will be set in place no less than 30 feet from the top of bluff to control and contain site disturbance,which will enable the project to comport with recent recommendations made by the Suffolk County Soil and Water Conservation District that no equipment be operated or stored within 25 feet of the bluff. For these reasons, the project will be consistent with Policy 4. Policy6 The project has been designed to effectively eliminate any possible adverse effects on the surrounding ecosystem and natural habitats, including the adjacent bluff, beach, and tidal waters/wetlands associated with Little Peconic Bay. Construction of the pool and patio will require no clearing of existing natural vegetation; and they will be constructed partially in place of portions of the existing dwelling and patios to be removed such that they can be located more than 50 feet from the top of the bluff and 100 feet from the surface waters and tidal wetlands of Little Peconic Bay,thus less than the required bluff setback but twice the required wetlands setback for swimming pools required by Chapter 275. The bluff separating the structures from the bay is well vegetated, stable,and protected from erosion at its toe by a bulkhead(and secondary retaining wall)that was recently reconstructed in 2013 (see Town Wetlands Permit No. 7978). Due to the site elevation,the pool will be elevated well above the groundwater table; and backwash will be directed into a designated pool drywell located 120 feet from the top of bluff. As mitigation for the additional site coverage and to provide additional protection for the bluff against potential runoff and erosion, the project proposes to enhance the existing vegetation landward of the bluff crest through establishment of a 10'wide, approximately 2,100 square-foot non-turf buffer adjacent to the top of bluff, which will help capture and absorb surface water runoff before it reaches the bluff. The buffer will also act as a sink for potential contaminants(e.g., lawn fertilizers and pesticides) contained in surface water runoff. A temporary project limiting siltation fence will be set in place no less than 30 feet from the top of bluff to control and contain site disturbance during construction. The project is located outside the tidal wetlands jurisdiction of the New York State Department of Environmental Conservation. For the above reasons,the project will be consistent with Policy 6. 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 ❑ No ❑ Not Applicable The project adds structural area to the presently developed property but no closer to the bluff and Little Peconic Bay than the existing dwelling and masonry patio. And the enhancement of the existing vegetation landward of the well vegetated bluff through establishment of a non-turf buffer will protect and enhance the scenic quality of the site adjacent to the bluff as it would be viewed from the bay and beach. Therefore,by maintaining the visual buffer between the developed portion of the property and the bay,the project is consistent with Policy 3. 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 ®Yes ❑ No ❑ Not Applicable See attached. 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 ®Yes ❑ No ❑ Not Applicable Due to the site elevation,the pool will be elevated well above the groundwater table;a permanent,dedicated drywell located 120 feet from the top of bluff will be installed to contain pool backwash;and a 10'wide,approximately 2,100 sf non-turf buffer will be established adjacent to the top of bluff,which can serve both as a sink and filter for stormwater runoff and contaminants. By thus reducing lawn areas and increasing the setback of lawn areas from the bluff and surface waters of Little Peconic Bay,the potential quantity of site runoff reaching surface waters will be decreased;and the quality of runoff will be improved through a reduced concentration of potential fertilizers,pesticides,and insecticides. The project is thus consistent with the Policy 5 objectives of protecting and improving water quality. 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. ®Yes ❑ No ❑ Not Applicable See attached. 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® Not Applicable 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 1:1No ® 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. F1Yes 1:1No® Not Applicable 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 56 for evaluation criteria. ❑ Yes ❑ No ® Not 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 LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable 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. 1:1 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 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BYTITLECoastal Management specialist DATE 11/1/17 Rob E. errmann Amended on 811105 TOWN OF SOUTHOLD, NEW YORK DATE July 2 2, 1976 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2165 Dated July 7, 1976 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Janet Buschman Appellant Nassau Point Road Cutchogue, NY 11935 at a meeting of the Zoning Board of Appeals on July 2 2,' 19 7 6 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance �{X) Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .......... ... Section .................... Subsection .... . .... paragraph ............... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 7:50 P.M. (E.D.S.T.) upon application of Janet Buschman, Nassau Point Road, Cutchogue, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-32 for permission to construct an accessory building in front yard area. Location of property: east side Nassau Point Road, Lot #77, Map of Nassau Point Properties, Nassau Point Road, Cutchogue, New York. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE �V FI) ZONING BOARD OF APPEAIB FORM ZB4 Chas ap Baar -o -- AAea After investigation and inspection the Board finds that the applicant requests permission to construct accessory building in front yard area, east side Nassau Point Road, Cutchogue, New York. The findings of the Board are that the applicant's rear yard is severly restricted by the lots to the east. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by. all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Janet Buschman, Nassau Point Road, Cutchogue, New York be GRANTED permission to construct accessory building in front yard area, Lot #77, Map of Nassau Point Properties, Nassau Point Road, Cutchogue, New York, as applied for, subject to the following conditions: The paddle tennis court shall be no closer than 60' from Nassau Point Road, no closer than 20' from the southerly side yard, and no closer than 15' from the northerly side yard. Vote of the Board: Ayes: - Messrs: 'Gillispie, Bergen, Hulse, Doyen. RECEIVED AND FILED BY THE, SCUTS-COLD TOVIN CLEF DATE�.�/7lv HOUR 9'd r4i 4 ,gg�t,Q, Town Clark, Town of Souti c::l t i PETER NEGRI& ELIZABETH KAYE NEGRI,9775 NASSAU POINT ROAD,CUTCHOGUE Vy. 7 1 {J, A.LA, r i GoogLe earth Figure 1. Aerial view of subject property and surrounding developed shoreline on May 11,2016. Photo by Google Earth. 77 it- �y Figure 2. Looking west from top of'bluf f at existing greenhouse to be demolished and partially replaced with one-story attached pool cabana;and at location of proposed swimming pool and patio. PETER NEGRI&ELIZABETH KAYE NEGRI,9775 NASSAU POINT ROAD,CUTCHOGUE r, _ a �� is•f K, w{.`..Cu `�' �l. a 4L .�' * 1 Figure 3. Looking north along top of bluff and location of proposed non-turf buffer;existing greenhouse to be partially replaced with one-story attached pool cabana;and location of proposed swimming pool and patio. k r_ r A Figure 4. Looking southwest at existing greenhouse to be removed and at staked locations of corners of proposed swimming pool. PETER NEGRI& ELIZABETH KAYE NEGRI,9775 NASSAU POINT ROAD,CUTCHOGUE r a _ Figure S. Looking south over location of proposed swimming pool at existing boulder retaining wall to be partially reconfigured to allow room for installation of the pool and patio. i a z ; Figure 6. Looking east toward bluff and Little Peconic Bay over proposed location of swimming pool and patio(staking flag reflects corner of proposed swimming pool). f. w vi s„ o , -''"., �':.•- AFS/ , i l.�� M'� y. „j'Y� � .�*� � �� $ ,Y•r•1 � \ Al Ift ir 14 If Wit i It Iwk AV co f•, � �,� "�'a� � •is -:. '��"i.. a .�,� ..� � - � r' ,. �'-_, r,�� �dry'`, '►.+' .'� ^�• a .... ie1:' n -onlor +! \ r. ' LO TOOF SO� IOl ® JRD CARD - 3 m OWNER STREET VILLAGE - W _] 5 DISTR[CT SUB, LOT °-! �iQr" - :•amu r r FORMER OWNER r 4r-fe R, N E _ -4 c2hIC e Z . i'hd ACREAGE •Z, �S S W TYPE OF BUILDING RES,01 1� SEAS. VL. FARM comm. I f1�iD. CB. MISC.(n - T o LAND IMP. TOTAL DATE REMARKS Ai 101072 06 t,414 � GQ4 in to �� L�, ''ll3 2 -?A / a v G'A '-0 x'3 - 6� too J lv oG d�, 7'6R, P7y7 Z UrLD �'Ra�cc IFN C 3a O / �-/;�-/1 6,L 1111,7,lq 7- 6PAF- 2--Y q.frl hI�S a ►�i C �� oo hyo Z) � G � jas - LJlg - ✓r � . _ 2-9 o it a o a ,/ �s q 9 — rr� z r _ AGE BUIl.DING a9afcON ITION 9 �7 c� l_- 16 w� BELOW OVI� o 1 d �" a a • _: Ftp AreYAye r Ac i QIWO Til able 3 Lo Tillable 2 LD m Tillable. 3 WoodfaEnd LO u' Swampland rz._ m - B rush[Qrl N House Plot m m Tota I NMI 1110.1flam, 'FAME ■■■■t■�i■Ii■■�I■i�©w1�IL�:� ■■■���n■w■■■�lir�■:�a■ ■■■■i■■■■Ill■■OEM■OMEN No Ill Ill Has allIME ■■■■■■Malmo■i`iimen mom Mlllapppnm� SMAN 11111111111110111 NOON ■�Or■N ,. . ■■■■E■■■■■Mi■■n■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■i■■�n■■■■■�■■ ■■■■■■■■a■■■■■■■■■■ ■■■■■E■!■■■ Interior Finish Rooms 2nd Floor 1 �f- �, fo�> , _ _ - g01iVN O� ®I�T�OLD P OPERTY RECORD, CARD Al- - m CS) OWNER STREET VILLAGE �� DISTRICT SUB. LOT 7. W Q.Y , �.� R- IL FORMER OWNER N E ACREAGE c� S W TYPE OF BUILDING RES..W SEAS. VL. FARM COMAM. IND. I CB. f mise. LAND IMP. TOTAL DATE REMARKS ryry /1 0 o� O /LO a d —�.�{ - u v Cie✓ nt�-#�'-'��OIaO-o�oc o 0 � 7 6 � r744 �V / Cn AGE BUILDING CONDITION NEW NORMAL ' BELOW ABOVE Farm Acre Value Per Acre Value TWalafe 3 Lo - m Tillable 2 LO Tilfabfe 3 LO Woodland LD Swampland r- Brushland r- House Plot m N m - m Total LO �A co - LSI ( Q a_ r(o,nan lad a 60�a Sx3a ' -Y'A aoo u IJ P Z sEuoo"d 01lod �CoMazaaa J00H is E swoo'l yoaod oily qoaod U) 0 f �`^Z 1�a a� aaold alit uoIsua;x u� w ��S ysiuid jozja4ul a cn '� S1EoM UGISUa;X o QsaooE j 4uawasof uoisua x r1 �t ,,�. � g4og %1 �� uDgopuno� �P19 'V T 0 cn Lo ' ! C., 'n D D D ' n D ' 9 y 9 9 -i r- .R J , rr M■.■■EM.■SE■M■■E■E■.■■■E■ Y Y' -•Y r:�, r t !.Y -,fz � ,zW& mom k:-. �`r . .r. ;. ii��■1�■■t� : �iiii©,■�i■■■iii - •y-s ' �••� - j • : _ _ ��■■�1■■ia■■il��F�'��ii■�►r�I��Eri�'iri�i M'■■■■fiiiM■■i/■ih['-2AMEM23 ., .. . . , �iBl'��E�''�?�Jl�i�ii■i■iili!�r��■i■ W. IM - ■■iiiiii�iii■i■■ii■!■■■��:�i�J� - -- ■■■iii■■■■■■■■■■■■■■i■■■■■■■■■■■ • -• eta► i • • InteriorFinish - •-�♦ Woodstove ■ Driveway Rooms 2nd FlooryI rA e , SURVEY OF LOTS 77 & 78 AMENDED MAP `A " OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 119-01 -6. 1 1 493'26 SCALE 1 "=20' ?ate CO C M N Ln OCTOBER 2, 1998 24 m W NOVEMBER 27, 1998 FOUNDATION LOCATION JANUARY 31 , 2000 FINAL SURVEY \ \ \ Bw \ 1 0 JULY 1 , 2013 UPDATE SURVEY m JUNE 19, 2017 UPDATE SURVEY `fir \ 30.4 7 4 BW D.L. \ / R�p1NING 1 AUGUST 18, 2017 ADD TOPOGRAPHICAL SURVEY FENCE 5.0 / / CDNC. CONC. M CHAIN UN \ \31.7 X WAIL ' \ \ \\ \ \ \ 1 1 J _ _ 1 � AREA = 87,485 sq. ft. 35.2 \ _ _ - - \ \ \ \ 1 1 (TO HIGH WATER) 2.008 ac. M�pl FENCE / CONC CERTIFIED TO: FENCE / 1 1 1 I I o 11I 36.4 PETER NEGRI w0III9iR0 0 $m? 1 1 1 1 1 1 1 1 I I m x �1 ELIZABETH KAYE NEGRI CROSS COUNTRY ABSTRACT, LLC 3B.17' N N I I I I I I I I I � >� �` WESTCOR LAND TITLE INSURANCE COMPANY pQQ F vj. m m CQyc o90s / X-37-736.74 11 I I I I I I 1 I ' mm MON, 7.2' �3 / X 36.5 x 37.7 CDNC. W X15.5 N 0O fc� .t1 ti� to oav 7af \ o WNDDW _35.3` O c ' N r �� � i E37.4 T I I I 1 I 1 _� �� f� y�P...' 36.8 I I I s E 16 �+ N 7g°42 �O 134. t`�• x p ,... 38\ \ Z 37.2 I L I I I I I I I I Im �1 $ 8° CoNC. MON' / BELGIAN BLOCK CURB ST O• ZO \ ' I I I 1 I / 1 0 FEN SE O.L.E./N 141I1 1 I 1 4 DRAIN y' aGRATE ° /.:. �}-I DOL1N O m A. a e / P WINDOW v r�° 38.2 X 1/ 18"I 0 I I I 1 I > I1 v WELL GJ�O �O O �SEIC 8 g' 1 OO POMP ea 'e LjzI � TAN. a S, GENERATOR ON-,, 3T d �\ t O I I I 1 I I CONC. PAD / da a G + a, a 'd A: a �E•W:.:.....: U> m \ 1 I 1 1 n Wp ° S 1 GF a a a.° 10 a a 5� N I 11 1 1 1 1 F STEPS d NPS e e a a a a ° e 51A1EO�g d° c a N I \ \ \ 1 LOCUST a l d d e . ..a d Tj a Ilka e e �� � a da � O�C 6 f< < NCO ODmZNp 1 a a N / 5 DI m + W TPS ma w t ° .a. c° AFCGZF 21 / c ada a as PLF?y a STF( 143 17.3' 38 15❑1apN0 37.4 \ �� m 1 d ,c'GFO ���oyc ° a 'a e 9�„ a ..d. ,. a •8 - 3 - 1$\-lE I{ a c A 90 8` 37.2 I 11 ' 1 1 11 9L G 4CWELL a a ' d a s e. a / LAMP �� I 3"IOAK I I ' 1 1 1 1� ao A e<q d'a 'Z / •O• v 1 ° - a a °. O`TJ•c.� d°, a a !t," ° a' a a 4 ��O / yOG X 38.5 C '� da a •a ° mm Q a, ..A. �_.] a _c, a d e ° a b. ? Cb X 38.9 \ N I I I I I I I I �a Cs. 1 LO 7• 1 37.0 1 .4 a a Q 4 a a a y� . � =Pa - - 1 V I BW 37.8 \ 1 1 1 1 1 11 a a / S 38.4 aATe 6/ W BW \ I ° a. ead d ? .:.�' GO2oC� X TW 6 1 a / J• STONE WALL .a ° a. ° G�'GJ�O ' -= = \ \ 38.4 y� 1 \ 9 a e OO d 0�0 / \ \ ` 0.9'14• 38.1 T�y / 50 \ TB _ BW 8.8 \ \\ 1 1 1 1 1 I 1� e �`C`�� K CURB q d /54 BLS ° /��(3cj FON4N 4 C N MON\ \\ W\ `\O O 1A N o �0 O o / 4J•y \ ,p W W ,%.a 00 CON • MON O 47.8 = ° a a ASPHALT DRIVENAI 4 ° a / 40- d -_ / A a I / / O O O a ba ° as .e c d, a, d / /42.9 CONC. ML}N d a d e LINK FENCE / a .a d a a CHAINI b d 0� b a'.4 bq .e.d 222.46 NOTES: a 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a EXISTING ELEVATIONS ARE SHOWN THUS: xx.x 4.e4 EXISTING CONTOUR LINES ARE SHOWN THUS: xX- - e.. S � G.FL. a' FENCE / �O 0.4114• - IR T FLOOR - GARAGE FLOOR TB - TOP OF BULKHEAD �� / BB - BOTTOM OF BULKHEAD a. °Qtic 7$.54'50 W TW - TOP OF WALL BW - BOTTOM OF WALL 5 ° 4a. e / a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FORSASSOCIAE BY THE NEW YORK STATE LAND TITLE1 y / �I N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SUNRISE R 0 AD EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-154A NEGRI P RESIDENCE 9775 Nassau Point Road MAR 2 7 2018 Cutchogue, New York SOL)'old 10"n B ar of ru5 c APPROVED BY . ' EXISTING �. BOARD OF TRUSTEES N 78°4ri°•a CHAIN LINK FENCE � � � �� 134.16' \ z` \ a9a2s• TOWN OF SOUTHOLD `'- '�'T 8005 117 43' Marshallpoetzel EXISTING CONCRETE � WALL TO REMAIN DATE APF�L 5- 201 EXISTING $ LANDSCAPE ARCHITECTURE �' _ 1 I METAL FENCE z NORTH FORK HAMPTONS 5175 Route 48 PO Box 1397 I _ ! r , Mattituck,NY 11952 530 Montauk Hwy,#203 PROPOSED Ama9 ansett,NY 11930 POOL FENCE 631 209-2410 EXISTING AC UNITS ON f'•. `u I Phone: I CONCRETE PAD PROPOSED 4'W. a y SIN SELF- L fax: I631 315-5000 b 1 I O SELF-LATCHING I email: mail@mplastudio.com POOL GATE EXISTING O i GENERATOR O NON-TURF BUFFER PROPOSED 15' � I oc I I SURVEYOR: (�Py EXISTING OF CLEARING I j l T �P� - . j I I I I � Nathan Taft Corwin II WW TOP OF BLUFF I I j j 1586 Main Road VEGETATED AS PER NATHAN I TAFT CORWIN 11 I I I Jamesport, NY 1 1947 AREA SURVEY DATED ; J I I Office: (631) 727-2090 AUGUST 18,2017 1' ' EXISTING EXISTING j SEPTICWW RESIDENCE 35.3' I I SYSTEM 1709 S.F.OF ` EXISTING �. ON-GRADE MASONRY WELL N PATIO PLANTING BIED TO REMAIN LAS I I TO REMAIN I I I �i I EXISTING 1 1 WALKWAY 144 S.F.OF EXISTING PROPOSED 2'-0"X 4'-6" GRAVEL PAD MASONRY STEPS TO REMAIN r n 87 S.F.OF EXISTING MASONRY EXISTING EDG 1I ! I v - PATIO TO BE REMOVED OF ON-GRADE ' 166 S.F.OF EXISTING MASONRY 1 1 I I I ON-GRADE MASONRY PATIO PATIO TO BE TO BE REPLACED REMOVED ! i ti WITH RAISED MASONRY PATIOEXISTING PROPOSED 1 I I I DRIVEWAY GREENHOUSE TO E EXPANSION OF I DECK WOOD STEPS+ EXISTING 124 S.F. I 1 BULKHEAD EXISTING z GDEMOLISHED+REMOVED MASONRY I LANDINGS TO PROPOSED 884 S.F.RAISED ! WATER APPROXIMATE PATIO '•i i I, EDGE OF CLEARING MASONRY POOL PATIO -__ I EXISTING I I I - EXISTING /� PROPOSED 16'-0"X T-0" -= STEPPING ! . .' . EXISTING �/ ` 1-STORY ADDITION(ATTACHED _, _,__, DECK WOOD STEPS STONES POOL CABANA)IN PLACE OF --------- ---- TO REMAIN I EXISTING O GREENHOUSE TO BE REMOVED 1 ' PROPOSED 4'-0"X 5'-6" �1R BULKHEADS T OUTDOOR SHOWER _- - I W SITE DATA: PROPOSED SW.STEPPING \\� _____ 751 PROPOSED ____ ;�. �, I I = SCTM#: 1000-119-01-6.1 STONE WALKWAY \, ATTACHED STORAGE SHED > Lot Area:87,485 SF (or 2.008 acres) PROPOSED 4'W.SELF-CLOSING, PROPOSED V-O"X 5--a- SELF-LATCHING POOL GATE ( MASONRY STEP �` ^�O PROPOSED / D PROPOSED PROP.T-0"X 20'-0" PROPOSED PROJECT I r„ \ J POOL FENCE TRELLIS OVER � / / I I I v 20'X 40' LIMITING FENCE ;. � 1 � I I I� PROPOSED POOL DRYWELL EX.Ai UNITS POOL 58 L.F.OF EXISTING I I 40 j II (SEE DETAIL 2) / BOULDER WALL 1 � O TO BE REMOVED ! y PROPOSED 91 L.F.OF �' _ '� r .` REALIGNED I �1 / \ BOULDER WALL N PROPOSED POOL "pp o EQUIPMENT PAD NOTES: VEGETATED EXISTING \ \ t 59 L.F.OF EXISTING ' AREA BOULDER RETAINING d 50 BOULDER RETAINING I 1. Base map information based on survey O WALL TO REMAIN EXISTING WALL TO REMAIN I I updated by Nathan Taft Corwin II on f O w CONCRETE PAD EXISTING EDGE I A August 18,2017. as TO BE REMOVED - I' g 00 '° � OF CLEARING l ! I 2. This drawing is for the purpose of a a APPROX.35 CY SOIL MATERIAL TO BE `r , � I / ' l ! i I REMOVED FROM APPROX.215 S.F. t fy0. j / I I obtaining permits only. NOT FOR AREA BEHIND EXISTING NpO i CONSTRUCTION. 22zae BOULDER RETAINING WALL "a a61 CONSTRUCTION.3. Unauthorized alteration of this plan is a S78°�a�5°�W x.26• - 35.75• I, I, I ; �, I I I SB�sF violation of NYS Education Law. 385.2:! REVISIONS DATE DESCRIPTION 10.30.17 CORRECT SCTM#AND LOT COVERAGE CALCULATIONS. 03.21.18 UPDATE NON-TURF BUFFER TO BE 15'W s e a I COVERAGE CALCULATIONS L E G E N D 18'-0"MAX. C.to C. PRECAST TRAFFIC Lot Area to Top of Bluff 74,977 SF -.� ,P:{< ,/"_.,; .•:f,-' ,,� " fie m EARING CONCRETE — — PROPERTY LINE 1 PD 1 PROPOSED POOL DRYWELL O SDR 3 PVC INLET PIPE SE LL DOME OR SLAB TOP Allawed Coverage(20.0) x SPLANFOR PIPE SIZE 14,995 SF r Z LU co _ U- GRADE EXISTING COVERAGE CALCULATIONS "-•-"----- TOP OF BLUFF EXISTING BOULDER WALL I t r 2'-0"MAX TO BE REMOVED �y Y 'F nI aF TOP OF DRYWELL —� SDR 35 PVC OVERFLOW ❑ ❑ Q ❑ ❑ SEE PLAN FOR Existing House 4,868 SF .i✓ �'; �;r PIPE SEE PLAN FOR PIPE ❑ p = ❑ ❑ ELEVATION) Existin Greenhouse 383 SF 5,376 SF _——— PROPOSED/REALIGNED BOULDER WALL SIZE g EXISTING EDGE OF CLEARING PROPOSED BOULDER WALL TO REMAIN PERSPECTIVE VIEW S ❑ ❑ O ❑ED\0 BACKFILL 3'-0"MINIMUM Existing Deck 125 SF AROUND DRYWELL WITH EXISTING EDGE OF ON-GRADE GEOTEXTILE 1 1 APPROXIMATE EDGE OF CLEARING ••••••••••••••••••••••••••••• MASONRY PATIO TO BE REMOVED TITLE: TIED TO WIRE FENCING ❑ ❑ 0 ❑ 1 "-1 "MEDIUM COARSE PROPOSED COVERAGE CALCULATIONS MIRE FENCE 2"x4"OPENINGS1110 = (:I [] [:- SAND/GRAVEL 48"FENCE POST ❑ ❑ 0 ❑ ❑ Existing House 4,868 SF EXISTING MASONRY PATIO EXISTING COMPACTED SOIL 8'O.C. ❑ ❑ O PRECAST CONCRETE EXIS;ting Deck 125 SF 4,993 SF HIGH WATER MARK I L TO BE REMOVED STORM DRAIN RING GRAD GEOTEXTILE 2'-0"MIN HEIGHT AND DIAMETER TO BE BURIED GROUND WATER LINEmmiffifflAS INDICATED ON PLAN EXISTING MASONRY PATIO TO BE SITE PLAN PROPOSED PROJECT LIMITING FENCE ]IN GROUND, NON-RATEABLE SOIL NOTES: Proposed Pool 800 SF REPLACED WITH RAISED MASONRY PATIO AS SHOWN PE Proposed 1-Story Addition 112 SF -1Ti =moi 6'-0"MIN DRYWELL TO BE INSTALLED 5 EXISTING CONTOUR ~ SAND AND GRAVEL-RATEABLE SOIL AS PER STATE AND LOCAL Proposed Raised Masonry Patio 897 5F 2,022.5 SF 5 PROPOSED CONTOUR PROPOSED RAISED MASONRY PATIO CLEAN MEDIUM CLEAN MEDIUM COARSE BACKFILL CODES Proposed Attached Storage Shed 73.5 SF NOTE: COARSE FILL IP g MAXIMUM DRAINAGE AREA SEE PLAN FOR WIDTH Proposed Trellis 140 SF — "-"-"7 PROPOSED =___=======- 5" 1/2 ACRE / 100 LINEAR FEET AND DEPTH p = x - ,F Y J REVISIONS&ISSUES # DATE NAME ROOF VENT a ZONING CALCULATIONS 1 10/20/17 ZBA SUBMIT 1 2 04/09/18 BDEPT SUBMIT 1 011 ROOF 9775 NASSAU POINT ROAD � w ❑ r F , _ CUTCHOGUE, ��';.`�� �� �� - E NY 11935 kt -. _. . I TOWN OF SOUTHOLD c SCTM#: 1000-119-01-05+06 IJ I Il T _ - .. ,_. _..: F.A.I. Z I SINK EXISTING LOT AREA: 87,485 SF (OR 2.008 ACRES) _. - ( fi ::. M WC OUT 2 TO REMAIN ,r,u ..., =ice SHOWER '. _ ._ TY(0 E) ;�._ ;. m R--40 RESIDENTIAL LOW DENSITY NE-ACR - -- -� -1 r � - _ _J -' CREQUIREMENTS FOR 1 DETACHED DWELLING PROPOSED - ❑ I ;` O• 2" �3- 2 MIN REQU FAMILY DE CH LLI EXISTING - - r.s PROVIDE STEEL 4n LOT SIZE 40,000SF 87 48 5SF DIAMOND PLANE LOT WIDTH " 150 200-9 -- „ - r , ,_ � -- .-� M COVER OVER HOUSE LOT DEPTH 175' --`.~�...� �_..� Y..:. l . _ � � 385'-3"S;493-3" N MATT HUXARCH ITECTURE 4„ TRAP " , 4 FRONT YARD 50 187.0 NO CHANGE 104 10TH STREET �-_ .. -p- - _� -- 1_. ( NRIC , , GARDEN CITY, NY 11530 `tet= _.. -. _ SIDE YARD 15 35.1 NO CHANGE 314.402.4269 LP S 4"HCI BOTH SIDE YARDS 35' 70.2' NO CHANGE MHUX@OUTLOOK.COM HC REAR YARD 50' 113.6' NO CHANGE WWW.MATTHUX.COM N EG RI CABANA LEACHING POOL SEPTIC LIVABLE FLOOR AREA 850 SF/DWELLING UNIT 1,440 SF 1,462 SF E <=� TIE INTO EXISTING SEPTIC SYSTEM MAX. PERMITTED DIM HOUSETRAP LOT COVERAGE 20% 6.15% 8.01% C 9775 NASSAU POINT ROAD PLUMBING RISER DIAGRAM (COMPLETE COVERAGE CALCULATIONS ON SHEET A1 -SITE PLAN) 6Y CUTCHOGUE, NY 11935 LL SCALE: NTS BUILDING HEIGHT 35' 35' 13'-1 1/2" (ADDITION) UX TOWN OF SOUTHOLD �_«h "° �r o #OF STORIES 2-1/2 2 1 (ADDITION) ;c SCTM#: 1000-119-01-05+06 2 CLIMATE & GEOGRAPHIC DESIGN CRITERIA NATHAN MAP INFORMATION BASED ON SURVEY UPDATED BY ntI'4(1'+I �.I(`� �OMa° ",.S NATHAN TAFT CORWIN II ON AUGUST 18, 2017. LOT AREA: 87,485 SF (OR 2.008 ACRES) nwllr=ork cWt try Cwf��. � subject to damage from ground wind speed seismic weathering frost line termite decay winter ice sheild flood Q D RAW I N G LIST o snow loads mph design cat. depth design temp. underlay req't hazards z e 9775N'.00wfbm;Flo�� 45 120 C SEVERE 3'0" MIN. MODERATE SLIGHT TO 15 YE G-0 GENERAL NOTES ;.��=.�,r.�r.°� r � S VE- Q uwS a'.,;,az Va,v tii ffrl6 I G-1 STANDARD DETAILS TO HEAVY MODERATE 09/25/09 m A-1 SITE PLAN note: design criteria as per wfcm for one&two family dwellings U A-2 EXISTING CONDITIONS KEY PLAN D A-3 DEMOLITION/FOUNDATON PLANS A-4 FLOOR PLANS/ELEVATIONS SCALE: NTS GENERAL NOTES CL A-5 SECTIONS/INT ELEVATIONS/SCHEDULES 1.ALL WORK SHALL BE DONE IN COMPLIANCE WITH LOCAL 11.CONTRACTOR IS TO COORDINATE AND WORK WITH B.SHOULD ANY DEFECTS DEVELOP IN AFOREMENTIONED 3.SHORE AND BRACE EXCAVATION AS REQUIRED WHERE 6.1 ROUGH CARPENTRY ' 9.1 TILE CODES,ORDINANCES,RULES AND REGULATIONS. CABINETMAKER IN INSTALLATION OF ALL CABINETS. WORK WITHIN THE GUARANTEE PERIOD DUE TO FAULTY SUITABLE SLOPED OVERCUT IS NOT POSSIBLE BECAUSE OF W A-6 MEP PLAN/COMPLIANCE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CONTRACTOR TO SUPPLY ELECTRIC AND PLUMBING MATERIAL OF WORKMANSHIP,THE CONTRACTOR SHAL DO, SPACE RESTRICTIONS OR STABILITY OF THE MATERIALS 1.ALL FRAMING SHALL BE AS PER NEW YORK STATE 1.MARBLE SADDLES WILL BE USED AT TOILET/BATH z CERTIFICATE OF OCCUPANCY. HOOKUPS TO ALL CABINETS AS REQUIRED.CONTRACTOR OR CAUSE TO BE IDONE,NECESSARY REPAIRS OR BEING EXCAVATED, BUILDING CODE.JOISTS,BEAMS,RAFTERS AND ENTRANCES. TO WIRE BUILT-INS AS REQUIRED AND COORDINATE WIRING CORRECTIVE WORK WITHOUT EXTRA COST TO THE OWNER. STRUCTURAL LUMBER TO BE HEM FIR WITH 1200 PSI FIBER �2.NO WORK SHALL BE STARTED UNTIL PLANS HAVE BEEN WITH ELECTRICIAN AND CABINETMAKER. THE ENTIRE COST TO BE BORNE BY THE CONTRACTOR.THE 4.IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS TAKE STRESS IN BENDING,WITH A MODULOUS ELASTICITY OF 1.2 2.NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE APPROVED BY THE COMMISSIONER OF BUILDINGS AND ALL REQUIRED REPAIRS AND CORRECTIVE WORK SHALL BE CARE NOT TO DISTURB BOTTOM OF EXCAVATION. MILLION PSF. INSTALLED AS PER LATEST SUGGESTED METHOD OF THE OTHER AGENCIES HAVING JURISDICTION. 12.ALTERNATES:IF THE CONTRACTOR FEELS THAT AN COMMENCED WITHIN FIVE(5)DAYS AFTER WRITTEN NOTICE HANDBOOK FOR CERAMIC TILE INSTALLATION.MUD BASE ALTERNATE MATERIAL OR METHOD WOULD RESULT IN A TO THE CONTRACTOR BY THE OWNER.IF THIS WORK HAS A)EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST 2.ALL NEW GIRDERS,BEAMS,AND HEADERS SHALL BE FOR FLOORING MUD BASE/THIN SET WALLS. LEGEND ,,. 3.NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' TIME OR COST SAVING,HE SHOULD SUBMIT NOT BEEN COMMENCED WITHIN 5 DAYS,THE OWNER SHALL BEFORE CONCRETE IS PLACE. FRAMED FLUSH WITH CEILING CONSTRUCTION UNLESS COMPENSATION INSURANCE AND DISABILITY BENEFITS SPECIFICATIONS AND CATALOGUE CUTS TO THE ARCHITECT HAVE THE RIGHT TO EMPLOY HIS OWN CORRECTIVE OTHERWISE NOTED. 9.2 GYPSUM WALL BOARD COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220 FOR HIS APPROVAL BEFORE PROCEEDING WITH ANY MEASURES AND BACKCHARGE THE GENERAL CONTRACTOR. B)TRIM BOTTOM TO REQUIRED LINES AND GRADES TO ROOM `- SUBD.8 OF WORKERS'COMPENSATION LAW NYS. SUBSTITUTION.SUBSTITUTIONS MUST BE OF LIKE QUALITY LEAVE SOLID BASE TO RECEIVE CONCRETE. 3.ALL STRUCTURAL LUMBER SHALL COMPLY WITH AND BE 1.INTERIOR WALLS AND CEILINGS SHALL BE 5/8"GWB, DESCRIPTION ROOM DESCRIPTION &NUMBER ' TO ITEM SPECIFIED AND WILL BE ALLOWED ONLY WITH THE 16.ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ERECTED IN ACCORDANCE WITH THE NATIONAL FOREST TAPED AND GIVEN THREE COATS OF SPACKLE,LEFT IN N0. 4.CONTRACTOR SHALL PROVIDE PROTECTION FOR APPROVAL OF THE ARCHITECT. ARE TO BE EITHER SKILLED CRAFTSMEN IN THE RESPECTIVE C)EXCAVATE TO DEPTH REQUIRED FOR ADEQUATE SOIL PRODUCTS ASSOCIATION'S NATIONAL DESIGN POLISHED CONDITION TO BE INSPECTED BY THE ARCHITECT EXISTING WORK.EXISTING FINISHES AFFECTED ARE TO BE TRADES OR WORN(UNDER THE CONTINUOUS DIRECT BEARING. SPECIFICATION FOR WOOD CONSTRUCTION,LATEST BEFORE AND AFTER FIRST COAT OF PAINT.ALL EXPOSED PATCHED AND MATCHED AS BEFORE WORK STARTED. 13.DISCREPANCIES: SUPERVISION OF,SUCH SKILLED CRAFTSMEN SO THAT ALL EDITION.ALL LUMBER SHALL BE GRADE MARKED. WALL SURFACES TO HAVE GWB UNLESS OTHERWISE �- SPOT ELEVATION WORK INSTALLED,SHALL BE TO THE HIGHEST STANDARD D)FOOTING BOTTOMS ARE TO BE INSPECTED BY BUILDING SPECIFIED.EXISTING PALTER MUST BE REMOVED AND 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY A,WHEREVER THERE ARE DISCREPANCIES BETWEEN THE FREE OF DEFECTS DUE TO WORKMANSHIP. INSPECTOR PRIOR TO POURING OF FOOTINGS. 4.ALL PLYWOOD SHALL BE GRADE MARKED AND MEET THE REPLACED WITH NEW GWB.ALL GWB JOINTS TO BE n.F� F BRACING AND PROTECTING ALL WORK DURING DRAWINGS OR THE DRAWINGS AND SPECIFICATIONS,THE STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION STAGGERED.ALL EXPOSED JOINTS TO BE TAPED AND E�E�. 0_a- ELEVATION HT ABOVE FINISHED FLOOR CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE, CONTRACTOR SHALL CONTRACT FOR,PROVIDE AND 17,ALL MATERIALS INSTALLED BY THE CONTRACTOR ARE 3.1 CONCRETE (APA). COVERED SMOOTH WITH JOINT COMPOUND.PROVIDE ALL C DISTORTION AND MISALIGNMENT,ACCORDING TO INSTALL THE BETTER QUALITY OR GREATER QUANTITY OF TO BE SUITABLE FOR THE INTENDED APPLICATION. NECESSARY CORNER BEADS,STOPS,EDGE TRIM,CASING SECTION APPLICABLE CODES,STANDARDS AND GOOD MATERIAL OR WORK CALLED FOR UNLESS OTHERWISE 1.DESIGN THE MIX TO OBTAIN A COMPRESSIVE STRENGTH 5.DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS BEADS,AND SIMILAR TRIM AS ALL WALLBOARD SURFACES, CONSTRUCTION PRACTICE. ORDERED IN WRITING. 18.IF THERE ARE ANY MATERIALS CALLED FOR ON THE AT 3000 PSI AFTER 28 DAYS FOR FOOTINGS AND (VERIFY). NEW AND EXISTING,SHALL HAVE DEPRESSION,FILLED A UPPER: INDICATES LOCATION WITHIN SHEET DRAWINGS AND SPECIFICATIONS THAT IN THE JUDGEMENT FOUNDATIONS. SEAMS,SMOOTH OPENINGS AND HOLES PATCHED FLUSH, LOWER: INDICATES SHEET NUMBER 6.ONLY WRITTEN DIMENSIONS AND NEVER SCALED B.WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED OF THE CONTRACTOR WILL NOT YIELD SATISFACTORY 6.JOISTS SHALL BE DOUBLED AROUND ALL OPENINGS, SPACKLED AND SANDED AND OTHERWISE LEFT READY AND DIMENSIONS FROM ARCHITECTURAL DRAWING WILL BE DIMENSIONS. RESULTS IN THE INTENDED APPLICATION,CONTRACTOR 2.ALL FOOTINGS TO REST ON UNDISTURBED 2 TON SOIL UNDER ALL PARALLEL WALLS AND PARTITIONS. ACCEPTABLE FOR PAINTING AND FINISHING. EXTERIOR ELEVATION RECOGNIZED AS VALID,IF THERE ARE ANY MISSING SHALL NOTIFY THE ARCHITECT OF SAME PRIOR TO AWARD AND EXTEND TO MINIMUM 4'-0"BELOW GRADE. ' UPPER: INDICATES LOCATION WITHIN SHEET DIMENSIONS CONTACT ARCHITECT FOR DIMENSION PRIOR OF THE CONSTRUCTION CONTRACT,FOR ARCHITECTS 7.PROVIDE JOIST HANGERS FOR ALL FLUSH FRAMED 2.APPLY WALLBOARD WITH THE LONG DIMENSIONS A TO PROCEEDING WITH WORK. 14.OMISSIONS: DECISION. 3.AVOID FREEZING BEFORE INITIAL SET OF THE CONCRETE. CONDITIONS,AS MANUFACTURED BY SIMPSON,TECO,OR PERPENDICULAR TO THE FRAMING MEMBERS, LOWER: INDICATES SHEET NUMBER DO NOT PLACE CONCRETE AT TEMPERATURES OF LESS EQUAL.INSTALL IN ACCORDANCE WITH MANUFACTURER'S 7.THE AIA GENERAL CONDITIONS OR MOST CURRENT A.THE DRAWINGS AND SPECIFICATIONS AND INTENDED TO 19.ANY CONTRACTOR INSTALLING ANY WORK SHALL THAN 40 DEGREES F,NOR WHEN FREEZING CONDITIONS INSTRUCTIONS. 3.ALL FINISHED SHALL HAVE A CLASS A FIRE RATING.ALL INTERIOR ELEVATION SUPPLEMENTS WHETHER ATTACHED HERETO OR NOT COORDINATE.ANYTHING FOUND ON THE DRAWINGS AND EXAMINE THE EXISTING CONDITIONS INCLUDING ANY NEW ARE EXPECTED IN LESS THAN 24 HOURS. CARPETING SHALL HAVE A CLASS 1 FIRE RATING.TENANT SHALL FORM A PART OF THIS CONTRACT. NOT MENTIONED IN THE SPECIFICATIONS,AND VICE VERSA, WORK ALREADY INSTALLED IN PLACE,PRIOR TO 8.ALL FLOOR JOINTS SHALL BE BRIDGED AT MIDSPAN OR AT SHALL BE RESPONSIBLE FOR SELECTING ALL HVAC, A-> > INNER: INDICATES SHEET NUMBER OR ANYTHING NOT EXPRESSLY SET FORTH IN EITHER,BUT COMMENCING HIS INSTALLATION.COMMENCEMENT OF HIS 4.DO NOT PLACE ONE DENSITY RANGE OF CONCRETE INTERVALS NOT TO EXCEED 8 FEEL.METAL,SOLID WOOD PLUMBING&ELECTRICAL FIXTURES TO CODE,SURFACES, 8.CLEAN UP:EACH TRADE SHALL DO ALL CLEANING OF ITS WHICH IS REASONABLY IMPLIED SHALL BE FURNISHED AS INSTALLATION SHALL BE CONSTRUED TO MEAN AGAINST ANOTHER WHILE BOTH ARE STILL PLASTIC.DO NOT BLOCKING AND 2 514"X 3"BRIDGING IS ACCEPTABLE. COLORS TRIM MOULDING DOORS HARDWARE ETC. OUTER: INICATES LOCATION WITHIN SHEET � ( ) � r OWN WORK AND ALL OTHER TRADES WHERE SUCH WORK IS THOUGH SPECIFICALLY SHOWN AND MENTIONED IN BOTH, ACCEPTANCE BY SUCH CONTRACTOR OF THE CONDITION POUR COLD JOINTS. �ARC SOILED DUE TO ITS OPERATION.THE GENERAL WITHOUT EXTRA CHARGE. OF THE SUBSTRATE AS PROPER AND ADEQUATE FOR THE 9.ALL WOOD SHALL BE SOUND,FIAT,STRAIGHT,WELL 15.1 MECHANICAL �5 NEW ' WINDOW CONTRACTOR IS RESPONSIBLE TO LEAVE THE PROJECT IN A INSTALLATION OF HIS OWN WORK. 5.ALL MUDSILLS TO BE PRESSURE TREATED LUMBER, SEASONED,THOROUGHLY DRY AND FREE FROM ALL O �� �' y o. BROOM CLEAN CONDITION. 15.GUARANTEE: WOLMANIZED OR EQUAL.TREATED WOOD SILLS SHALL BE DEFECTS.WARPED OR TWISTED WOOD SHALL NOT BE 1.ALL HEATING VENTILATING AND AIR CONDITIONING �:� n Ln e UPPER: INDICATES WINDOW# LOWER: INDICATES WINDOW SIZE IN. 20.IF,IN THE COURSE OF CONSTRUCTION,A CONDITION ANCHORED WITH 112"DIAMETER STEEL BOLTS HOOKED USED. SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE = ( ) 9.CONTRACTOR IS RESPONSIBLE FOR STORAGE OF A.EXCEPT WHERE LONGER GUARANTEE PERIODS ARE EXISTS WHICH DIFFERS FROM THAT AS INDICATED ON THE TYPE B"MINIMUM EMBEDMENT,V-0"ON CENTER,MIN.2'-0" WITH CHAPTERS 13 THROUGH 24 OF THE RESCODE OF NEW A MATERIALS D SHALL ARRANGE WITH BUILDING FOR SPECIFICALLY REQUIRED IN THE SPECIFICATIONS,EACH FROM COR AN PLANS,THE CONTRACTOR SHALL STOP ALL RELATED WORK FR ALL CORNERS. 10.PROVIDE APPROPRIATE BLOCKING BETWEEN FRAMING YORK STATE,ALL LOCAL RULES AND REGULATIONS AND AS DOOR STORAGE OF MATERIALS SO THE SITE IS KEPT ORDERLY CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND NOTIFY THE ARCHTECT.SHOULD HE FAIL TO FOLLOW MEMBERS AS REQUIRED TO RECEIVE TOILET ROOM SPECIFIED BY THE LATEST EDITION OF THE NATIONAL FIRE AND MATERIALS ARE PROPERLY PROTECTED AGAINST AND MATERIALS USED BY HIM UNDER THIS CONTRACT THESE PROCEDURES AND CONTINUE WITH THE WORK HE 6.ALL CONCRETE MASONRY UNITS SHALL BE GRADE A, ACCESSORIES AND OTHER SIMILAR ITEMS AS REQUIRED. PROTECTION ASSOCIATION B ,° UPPER: INDICATES DOOR# DAMAGE AND THEFT. AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING WITH TYPE M MORTAR.PROVIDE DUROWALL HORIZONTAL LOWER: INDICATES DOOR SIZE (IN.) DATE OF COMPLETION AS EVIDENCED BY THE DATE OF THE THEREFROM. TRUSS REINFORCEMENT EVERY OTHER BLOCK COURSE. 11.PROVIDE A MINIMUM OF DOUBLE STUDDING AT DOORS, 2.ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES 10,REMOVAL OF DEBRIS,PROCUREMENT OF DUMPSTER FINAL CERTIFICATE OF PAYMENT. PROVIDE(2)#8 BARS @ V-0"VERTICALLY IN NEW CONCRETE WINDOWS,AND UNDER HEADERS IN PARTITIONS. ETC.MUST BE LISTED AND LABELED AND INSTALLED IN A71 APPLIANCE NUMBER AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE 2.5 EXCAVATING MASONRY UNIT WALL(TYPICAL) ACCORDANCE WITH THE MANUFACTURER'S ❑ GENERAL CONTRACTOR.LOCATION OF DUMPSTER SHALL 12."DRILLING AND NOTCHING OF EXTERIOR WALLS AND SPECIFICATIONS,LISTING/LABEL AND THE CODE. PROPOSED POOL CABANA FOR: BE BY MUTUAL AGREEMENT BETWEEN OWNER AND 1.PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL 7•"NO FOOTING PLACED OR DRYWELLS COVERED UNTIL BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6. F� FIXTURE NUMBER GENERAL CONTRACTOR. ENCOUNTERED WITHIN THE LIMITS OF THE WORK TO THE APPROVED BY INSPECTOR" DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY 3.ALL FUEL,GAS SPACE HEATING APPLIANCES IN ELIZABETH KAYE LINES,GRADES,AND ELEVATIONS INDICATED AND WITH SECTION R602.6.1." RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME & PETER N EGRI SPECIFIED HEREIN. 8."FOUNDATION SURVEY SHALL BE SUBMITTED AND SAFEGUARD DEVICE,WHICH WILL SHUT OFF THE FUEL CABINET ELEVATION NUMBER APPROVED BY THE BUILDING INSPECTOR PRIOR TO 14."WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 9775 NASSAU POINT ROAD 2•INCLUDE EXCAVATION OF ANY MATERIALS THAT ARE FRAMING." DRILLED,NOTCHED OR ALTERED IN ANY MANNER EXCEPT IS EXTINGUISHED. CUTCHOGUE, NY 11935 PARTITION TYPE UNSATISFACTORY FOR BEARING OF SLABS AND FOOTINGS AS PROVIDED IN SECTION R602.6(1)AND R602.6(2)." AND REPLACEMENT BY SATISFACTORY MATERIALS AS PART 4•ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH OF THE WORK OF THIS SECTION. 7.2 INSULATION TABLE N1103.7 OF THE CODE. 0 REVISION NUMBER GENERAL 1.ALL HOT AND COLD WATER PIPES TO BE WRAPPED WITH 5.ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE NOTES PIPE INSULATION TUBES. WITH SECTION N1103.3. CEILING HEIGHT ROOM NAME ROOM # `-� PLUMBING NOTES -"A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED -"THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DRAWING CONTENT: 11 MSTR. BED 1-0° WITH A RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE -"SEPTIC SYSTEM TO COMPLY WITH NASSAU COUNTY HEALTH DEFT FR BE WL CN CG PT -"THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURES FITTING PIPE PASSING THROUGH." -"SEPTIC SYSTEM AND DRYWELLS SHALL BE CERTIFIED BY OWNER'S RA./P.E.UPON COMPLETION OF THE WORK." 1 1 1 1 1 1 SHALL BE IN ACCORDANCE WITH TABLE P2701.1." DATE: DRAWN BY: •"BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH A -"PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOIL AND CONTINUOUS BEARING."STANDARDS" -"ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM SECTION P2902.4.1.THROUGH P2902.4.5." A FLOOR �_� -"DRAIN,WASTE AND VENT PIPING AND FITTING MATERIAL SHALL COMPLY WITH TABLE P3002.1,' -"ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP,ATMOSPHERIC TYPE VACUUM BREAKER, APRIL 2017 NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(6')ABOVE THE FLOOR:' BASE TYPE -"BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY TABLE P3002.2." PRESSURE TYPE VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. WALL FINISH -"SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE -"THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACKFLOW PREVENTER." =DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS AS PER SECTION N1103.4 SCALE: FILE NAME: CROWN TYPE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT -"THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK." AND N1104.2 AS APPLICABLE. LAs NOTED CEILING FINISH STOPS. PAINT -"SEPARATE SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN." 17-08 G-1 PROJECT#: PAGE#: 1 3 4 5 6 7 8 9 REVISIONS&ISSUES # DATE NAME 1 10/20/17 ZBA SUBMIT 1 CENTER LINE 2T" END OF RIDGE & STRAP 2 04/06/18 BDEPT SUBMIT 1 DISTANCE NON-SHADED AREAS ARE FIELED AREAS. FIELD AREAS ° ARE TO BE NAILED 0 12' F O.C. (NOT INCLUDING ° a RHANGS). ALL CHARTS ARE FROM THE WFCM -2001 EDITION-GUIDE TO WOOD TABLE 4 - ANCHOR BOLT SPACING CONSTRUCTION IN HIGH WIND AREAS FOR ONE AND TWO FAMILY STEMWALL FOUNDATIONS TABLE 10 - PERCENTAGE OF FULL HT SHEATHING IN DWELLINGS 110 MPH EXPOSURE B GUIDE RAISED -FLOOR 1.00 1 125 1.50 11.75 12.00T2.25 2.5 2.75 1 3.00 MINIMUM BUILDING DIMENSION (W) FOUNDATION SLAB ON GRADE SUPPORTING: a FOUNDATIONS WOOD STRUCTURAL PANEL FIBERBOARD 2 RIDGE STRAP "f21 ANCHOR BOLT SPACING(inches) �_ EXTERIOR SHEATHING SHEATHING ROOF, CEILING SHEATHING TYPE SHADED AREAS ARE EDGE ARE ED TABLE 1 - BUILDING ASPECT RATIO (L/W) & 1 FLOOR 72 71 59 51 44 39 35 32 30 24 / 26 74 %2" AREAS ARE TO BE NAILED 0 6" 0. . MAXIMUAA BUILDING LENGTHS FOR PERMITTED BLDG ASPECT RATIOS S-D 8-D 8-D 8-D 8-D 4'-0" IN FROM EDGE. OVERHANGS TO 8 ROOF, CEILING NAIL TYPE COMMON COMMON COMMON ROOFING ROOFING NAILED 0 6" O.C. IN BOTH EDGE AND 1.00 125 1.50 1.75 2.00 2.25 2.5 2.75 3.00 & 2 FLOORS 56 45 38 32 28 25 23 21 19 24 FIELD AREAS. EDGE NAIL SPACING 6"' OC 4" OC 3" OC 3" OC 3" OC BLDG WIDTH MAXIMUM BUILDING LENGTH(L-FT) (W-FT) THE ANCHOR BOLT SPACING IN THE MAXIMUM BUILDING DIMENSTION (L) NEED NOT BE LESS THAN THAN TABULATED FIELD NAIL SPACING 12"' OC 12" OC 12" OC 6" OC 6" OC n SHEATHING NAILING DIAGRAM SPACING FOR L/W=1.00 12 12 15 18 21 24 27 30 33 36 BOTTOM PLATE TO FRAME 436 PLF 590 PLF 730 PLF 225 PLF 275 PLF I FASTENERS TO 16 16 20 24 28 32 36 40 44 48 TABLE 5 - EXTERIOR WALLS -WOOD STUDS SHEAR CONNECTION - 16D (3,/FT) (3/FT) (4/FT) (2/FT) (2/FT) c RAFTER MATT HUX ARCHITECTURE FASTENERS S 104 10TH STREET 20 20 25 30 35 40 45 50 55 60 2X4 2 X 6 2 X 8 HOLD DOWN CAPACITY 4360 LB 5900LB 7300 LB 2250 L8 2750 LB FASTENERS TO ROOF RAFTER " GARDEN CITY, NY 11530 24 24 30 36 42 48 54 60 66 72 PERCENT FULL HT SHEATHING ON EACH EXTERIOR WALL 314.402.4269 28 28 35 42 49 56 63 70 77 80 #2 STUD #2 STUD #2 STUD BUILDING ASPECT RATIO LINE STUD e< M H UX@OUTLOOK.COM 32 32 40 48 56 64 72 80 80 EXTERIOR STUDS SPACING 1.00 313% 25% 21% 55% 48% WWW.MATTHUX.COM MAXIMUM STUD LENGTH 36 36 45 54 63 72 80 1.25 319% 31% 26% 65% 56% FASTENERS TO 12"OC 12'-8' 11'-3" 19'-9" 1T-0" 19'-9" 19'-9" FAST ROOF RIDGE FASTENERS TO E 40 40 50 60 70 80 NON LOAD BEARING 16"oc 1r-s s'-6^ 16'-5" 1a's^ 1s'a^ 16'-s" 1.50 24"CC s'-1r T-s• 1ss^ it-6" 1s'-s^ 15'-1" 4.6% 36% 0% 73% 64% PLATE & STUDS SIMPSON STRONG- E 50 50 62 75 80 LOADBEARING SUPPORTING 12"OC s'-s• 9'-9" 9J-9. 9,-9, SHEAR WALL 1.75 41% 34% H2 (®EACH RAFTER 5i1% 80% 71% SIMPSON STRONG-TIE ,6"OC BENEATH LSSU210 60 60 75 80 ROOF & CLG ONLY 24"OC s s" i=s" ROOF AND CEILING 2.00 57% 45% 38% 87% 77% 70 70 80 LOADBEARING SUPPORTING 17 OC s'-9' 9'-9' 9'-9" 9'-9" 3 RAFTER TO RIDGE q- RAFTER TO TOP PLATE 16"OC 9'-9. V-9. 2.25 i . . . 80 8p ROOF, CLG & 1 FLOOR 24"OC NOT ONLY PERMITTED 2,50 6 6% 53% 46% 98% 88% 2.75 7'0% 57% 49% NP 93% lux TABLE 2 GENERAL NAILING SCHEDULE TABLE 7- WALL CONNECTIONS AT LOAD BEARING WALLS 3.00 1.00 6i3% 51% 43% 95% 85% 12• JOINT DESCRIPTION NO. OF NO. OF NAIL SPACING ROOF FRAMING SPAN MINL�T ROOF FRAMING COMMON NAILS BOX NAILS NO OF 16 D 1.25 7�3% 60% 52% NP 97% 1 12 16 20 24 28 32 36 COMMON NAILS 00 BLOCKING TO RAFTER (TOE-NAILED) 2-BD 2-10D EACH END STUD SPACING END NAILED SHEAR WALL 1.50 62% 68% 59% NP NP UPLIFT (LBS) 65%, NP NP t RIM BOARD TO RAFTEfR(END-NAILED) 2-16D 3-16D EACH END BENEATH 1.75 839% 75% I saPnN 12" OC 67 92 117 142 167 192 217 2 ROOF , CEILING 71% NP NP 1 ° WALL FRAMING & 1 FLOOR 2.00 9)6% 81% a o t I o zTOP PLATE TO TOP PLATTE(FACE-NAILED) a-i6D 5-16D AT JOINTS 16" OC 90 123 156 189 223 256 290 2 2.25 NP 87% 77% NP NP 6-tod FASTENERS o 1 ° I �. STUD TO STUD 2-16D 2-1'D 24. OC HEADER TO HEADER FAICE NAILED 16D 16D 16" OC ALONG EDGES " 0 1° ( ) 24 OC 135 184 234 284 334 384 434 2 2.50 MIP 92% 82% NP NP IN EACH END 1 • t ° 1 M FLOOR FRAMINIG 2.75 NP 97% 87% NP NP ° I _�I JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10D PER JOIST BLACKING TO JOIST(TOE NAILED) 2-8D 2-1 OD EACH END 3.00 NP NP 91% NP NP SIMPSON STRONG-TIE BLOCKING TO SIL OR TOOP PLATE(TOE NAILED) 3-16D 4-16D PER BLOCK TABLE B- WALL HEIGHT (FEET) SP4 18-Bd FASTENERS TOTAL LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8D 3-10D PER JOIST QUAL NUMBER OF SPECIFIED NAILS IN SIMPSON STRONG-TIE 8 10 12 14 1s 18 20 STUD TO WINDOW cszo (,s• D.C.) BAND JOIST TO JOIST(rND NAILED) 2-16D 4-16D PER 6D 3-16D PER GIST ACH N BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) D STUD SPACING UPLIFT (LBS) PLATE TO STUD - n SILL / TOP PLATE n MULTIPLE FLOOR TIEry ROOF SHEATHIING ( ) NO OF 16D COMMON NAILS 0 END NAILED TABLE 11 - PERCENTAGE OF FULL HT SHEATHING IN �NT.S. .. rrnn RAFTERSWOOD UCTURAL PANELS OR rRu5S S SPACED UP TO 16. OC 8-0 10-D 6'EDGE/6' FIELD 12" OC 127 2 2 2 2 2 2 2 MAXIMUM BUILDING DIMENSION ( L) 4-8dx1 1/2 V -RAFTER OR TRUSSES SPACED OVER 16' OC 8-D 10-D 4'EDGE/4• FIELD FASTENERS TO PLATE -GABLE END WALL RAKE OR RAKE TRUSS W/0 GABLE B`EDGE/6" FIELD OVERHANG ERHANENDWALL RAKE OR RAKE TRUSS W/ B-D 10-D 16" OC 169 2 2 2 2 2 2 2 WOOD STRUCTURAL PANEL FIBERBOARD SP4 SIMPSON (N6SO.C.)-TIE 6•EDGE/6• FIELD EXTERIOR SHEATHING SHEATHING SIMPSON STRONG-TIERSP4 z SE END RA RAKE O RR a-D 10-0 4"EDGE/4` FIELD 24" OC 253 2 2 2 3 3 3 4 -GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT SHEATHING TYPE vv r� �-, BLOCKS 718 /2 2%2" 0 I of CEILING SHEATHIING 8-D 8-D 8-D 8-D 8-D 0 io° I NAIL TYPE COMMON COMMON COMMON ROOFING ROOFING o I I IN EACH END p00p GYPSUM WALLBOARD 5d COOLERS 7' EDGE 10" FIELD TABLE 12- RAFTER CONNECTIONS AT LOAD BEARING WALLS 0 1 1 6-10d FASTENERS WALL SHEATHING EDGE NAIL SPACING 6`'' OC 4" OC 3" OC 3" OC 3" OC o 1 °' WOOD STRUCTURAL PANIELS ROOF FRAMING SPAN STUDS SPACED UP TO 24"OC 8-D 6' EDGE/12' FIELD TRUS, I-JT OR RAFTER 12 16 20 24 28 32 36 LATERAL SHEAR FIELD NAIL SPACING 12" OC 12" OC 12" OC 6" OC 6" OC I I DOUBLE TOP PLATE Xi• AND Z`FIBERBOARD PANELS 8-D 3' EDGE/6' FIELD LBS LBS BOTTOM PLATE TO FRAME 436 PLF 590 PLF 730 PLF 225 PLF 275 PLF 1 I �� 4-8dx1 1/2 sD cOOLERs SPACING UPLIFT LBS t FASTENERS TO STUD "GYPSUM WALL BOARD 7" EDGE/10' FIELD (LBS) SHEAR CONNECTION - 16D (31/FT) (3/FT) (4/FT) (2/FT) (2/FT) FLOOR SHEATHIING 12" OC 127 152 177 202 227 252 277 132 58 HOLD DOWN CAPACITY 4360 LB 5900 LB 7300 LB 2250 LB 2750 LB I WALL STUD WOOD STRUCTURAL PANELS PERCENT FULL HT SHEATHING ON EACH EXTERIOR WALL ® STUD TO DOUBLE TOP PLATE 1"OR LESS 8d 6' EDGE/12" FIELD 16" OC 170 203 236 323 303 336 370 176 77 BUILDING ASPECT RATIO LINE GREATER THAN 1' 10d 6"EDGE/6• FIELD 24" OC 255 304 354 404 454 504 554 264 116 100 33% 25% 21% 55% 48% STUD TO SILL PLATE 1.25 27% 21% 17% 47% 40% N.T.S. TABLE 3 - FOUNDATION ANCHORAGE LOADS 1.50 3% % 15% 41% % STEMWALL FOUNDATIONS SHEAR WALL 1.00 125 1.50 1.75 2.00 2.25 2.5 2.75 3.00 TABLE 13 - RIDGE STRAP CONNECTORS BENEATH 1'75 20% t5% 13% 3s% 30% C RAISED -FLOOR ROOF AND CEILING 2.00 18% 14% 11% 32% 27% SLAB ON GRADE ROOF PITCH 3:12 4:12 5:12 6:12 7:12-12:12 FOUNDATION LUPLIFT LATERAL SHEAR(PLF) FOUNDATIONS 2.25 169 SUPPORTING: ((PLF) (ELF) 2% °� °� 4 ROOF SPAN RIDGE STRAP CONNECTION REQUIREMENT 2.50 15% 11% 09% 27% 22% Late ROOF, CEILING 217 132 201 252 302 352 403 453 503 553 604 730 & 1 FLOOR 2.75 13% 6-tOd FASTENERS 12 176 145 114 103 97 10% 08% 24 20% ON EACH SIDE ROOF, CEILING 138 130 3.00 & 2 FLOORS 157 132 316 395 474 553 663 712 791 872 949 730 16 235 193 152 3-16d FASTENERS 20 294 242 190 172 162 1.00 63% 51% 43% 95% 85% 2" MIN. ON EACH SIDE ° SIDECOVER 6 24 353 290 228 207 194 1.25 54% 43% 36% 84 74% 28 412 338 265 241 227 1.50 47% 37% 31% 75 66 e` a 32 471 387 303 276 259 SHEAR WALL 68 59 BENEATH 1.75 42% 33% 27% 36 529 435 341 310 292 ROOF CEILING T" DIA. ANCHOR & 1 FLOOR 2.00 38% 29% 24% 62 54 r-:. SIMPSON STRONG-TIE 2.25 34% 26% 22% 57 49 2.50 31% 24% 20% 53 45 ASIIMPSON STRONG-TIE 2.75 29% 22% 18% 49 42% POST CAP �,�' � �, 3.00 Z�7% @ POST BASE 20% 17% 46 39 1 T� N 03 825 y4�' B REQ'D CONNECTION F,a,,.,., 0 TOP & 007TOM Top Fee Strelyrt SI CRIPPLES SIMPSON STRONG-TIE Rib MTs rxa e-ioa rind x 1 LSTA12 Festenera a Te Rehm To Ma Iht6d e-ed x 1 VE a-ad X, SW 24x8 PROPOSED POOL CABANA FOR: (2ND FLR.) 6;d x I M ELIZABETH KAYE REQ'D CONNECTION & PETER NEGRI 0 TOP & BOTTOM REQ'D OF WALL STUDS CONNECTION 0 LTre 1' ,4 ' EACH END OF e=tmr< 9775 NASSAU POINT ROAD 9, `; \ = SIMPSON STRON TIE REQ'D CONNECTION 0 10-10d FASTENERS LFTA M;:tAM , ■ LST- 12 BOTTOM OF HDR. STUDS Futen t6IOd FL°*+ `1 f( yj1 U TFT 5 TO EACH MEMBER Ie loa 6-16d 6-x0d " i'1t ' N oV SIMPSON STRON HOLD DOWN I R GH CUTCHOGUE NY 11935 111 TI SIMPSON STRONG-PE NAL TH OU (zl 0'D WINDOW FLANGE SEISMIC AND HURRICANE TIES FOR JOISTS L PLATES LSTA12 NO, I, L USING S[MPSON TIES M/FASTENERS Contr6ctor's Choice STANDARD , J I IN ACCORDANCE WITH PUBLISHED (N,Md.d; MANUF. RECOMMENDATIONS. A93F use R Rd"1 ' ' "•' "" ` n UPLIFT CONNECTIONS FOR OPENINGSn HEADER TO STUD DETAILS I I�� WINDOW TO WALL ANCHORING �ea x 4 x a x 6's I�; ,\ CS16 Fastin y Fut 'y) as-ed 1 1/2 x Second Floor Anchor using sw 4 1d fit, DRAWING CONTENT: Simpson Strong-Ties I �I � _ S DATE: DRAWN BY: y s"� HILL APRIL 2017 A R / SCALE: FILE NAME: .4 vl. SW 24x9 ,'`•'� I' " �' •�r `0" d AS NOTED (1ST FLR.) SILL �L Simpson Anchoring System .• . ', •r 11 STF�ONG WALL SHEAR WALL e TYPICAL MUDSILL ANCHORING USING SkVson-Ties Use type th6t •%� 41ost Common In orso. adJa.ca:sd.. 17-08 G-2 PROJECT#: PAGE#: 1 2 3 4 5 6 7 8 9