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HomeMy WebLinkAbout50922-Z hod*0 soulyo�o Town of Southold * * P.O. Box 1179 0 53095 Main Rd UN" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46409 Date: 08/18/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 130 Sunset Ln Greenvort, NY 11944 Sec/Block/Lot: 33.4-69 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/14/2024 Pursuant to which Building Permit No. 50922 and dated: 07/10/2024 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: Single-family dwelling with a partially finished basement (with bath) as applied for. The certificate is issued to: Scott Boger Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0462 8/14/2025 ELECTRICAL CERTIFICATE: 50922 6/2/2025 PLUMBERS CERTIFICATION: Certainty Plumbing 8/1 2025 Autho ' d S ature O�g�FFQ(�co TOWN OF SOUTHOLD �a BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50922 Date: 7/10/2024 Permission is hereby granted to: Boger, Scott 1625 Chablis Path PO Box 1603 Southold, NY 11971 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 130 Sunset Ln, Greenport SCTM #473889 Sec/Block/Lot# 33.-4-69 Pursuant to application dated 5/14/2024 and approved by the Building Inspector. To expire on 1/9/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,954.00 CO-NEW.DWELLING $100.00 Total: $2,054.00 Building Inspector pF SO!/Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �. • �o Jamesh ,�southoldtownny.gov Southold,NY 1 1 97 1-0959 �yCOW T`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scott Boger Address: 130 Sunset Lane city:Greenport st: New York zip: 11944 Building Permit#: 50922 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: Paul Burns Electric Electrician: Paul R. Burns License No: ME-3897 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool i New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 10 Bath Exhaust Fan 5 Service 3 ph Hot Water 30a GFCI Recpt 20 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 60 CO2 Detectors Sub Panel A/C Blower Range Recpt 1 Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 42 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 fridge,1 dishwasher,1 microwave,1 hood, 1 washer,2 mini fridges,1 electric fire placE Notes: HOUSE Inspector Signature: Date: June 2, 2025 130 sunset In house Town Hall Annex ` Telephone(631)765-1802 54375 Main Road i Fax(631)765-9502 P.O.Box 1179 . • (� Southold,NY 11971-0959 ► ® U {C U AUG 1 5 2025 BUILDING DEPARTMENT TOWN OF $OUTSOLD Bufldfng Department Town of Southold a��Pr 6C—E..R.T-1 F I:C A.:T,L4N, Building Permit No. 0 0��2- _. _ Owner. D -�d�' Z . r�,fease pnaC) .. .._. .,.._..•�.......pBlumber �,�7)�i�dy,���.���..,/Vt,���'/��� . •....� ,..�.. , ,...�.w...._ . _ ..�.w..,.._ ._...__..,_... __.. (Please.print) I certify that the solder used in the water supply system contains less than 2/10 of'1%o lead. Sworn to before me this, NANCY A SZCZOTKA day of S� 20 Z(.a NOTARY PUBLIC,STATE OF NEW YORK Registration No.01SZ6441617 Qualified in Suffolk County Commission Expires Sept.26,20 V Notary Public, \.__.-- I �' tg IFSOUIyO� J50 # TOWN, OF SOUTHOLD BUILDING DEPT. co 631=765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ .] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [fQ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: 7u5�o, S,ery GL J y DATE INSPECTOR d /' - � ii *OF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT.- coum, 631-765-1802 �IN�SPEC T ON a�v [FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL l REMARKS: (Ain oibl,< V DATE 114 t Vt Wki - INSPECTOR �arsfso yO 5 0 7 d v / U 1,cs� U OE4_ -r A\,w +i' # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTIO N [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE-RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]:.PRE C/O . [ ] RENTAL REMARKS: DATE (O o� o2J� ' INSPECTOR ` DE SOplh°�o * # TOWN OF SOUTHOLD BUILDING DEPT. QoKr+, 631-765-1802 �oe vj, INSPECTION L> [ ] FOUNDATION 1 ST/ REBAR [ ] GH PLBG. [ ] FOUNDATION 2ND [ IN ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTA REMARKS: � o�-- O � � I u-vq f��wpd DATE INSPECTOR Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 130 Sunset Lane,Greenport Test Date: 6/25/2025 Building Permit#: Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches,NY 11940 BPI ID#: 5005793 (631)325-4006 Building;Envelope Tiahtness Threshold: 2020 ECCCNYS (53.0 ACHSO) Volume Calculations: Check if: Floor Area Height Volume []Conditioned Basement Basement 629 7.8 4,906 ❑Conditioned Crawl Space 1st 1,260 8.1 10,206 ❑Sealed Attic 2nd 864 8.0 6,912 Vault/Sealed Attic 0 Total Volume: 22,024 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 825 CFM/ft2: Air Changes/Hour @ 50pa: 2.25 Code Compliance: PASS Duct Tiahtness : Rough-in Test System#1: Whole House Duct Location: Basement Floor Area: 2,753 Leakage: CFM @ 25pa: 41 CFM/100 ft2 CFA: 1.49 Code Compliance: ` PASS- System#2: Duct Location: Floor Area: Leakage: CFM @"25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Construction Code of New York State. Signature: Date: 6/25/2025 David Maschke,Integrity Home Energy Assessments IHEA 1114 FIELD INSPECTION REPORT DATE COMMENTS DATE,F_ .......------- rn FOUNDATION (1ST)(1ST) ow-------------------------------------- FOUNDATION (2ND) im—0 O ROUGH FRAMING& ---- PLUMBING INSULATION PER N. Y. STATE ENERGY CODE lam/ I v--- FINAL k� ADDITIONAL COMMENTS' 0 MIS om 0 Wo 10 v A Sqec.4- BOA s 0(der ce-r --------- ------------ ��oeFut,r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oyol ao� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.g Date Received APPLICATION FOR BUILDING PERMIT nr=11 D For Office Use Only W �A PERMIT NO. `°� Building Inspector: 6) `( 1 4 2024 Applications,and forms must be filled out in•theic entirety.Incomplete BraDU, � applications will not be accepted...Where,the Appllcant.is not the owner,an OF�0� � Ownees`Authorization form,(Page 2)shall be completed. ' '� Date:/f �l .OWNER($)OF PROPERTY: NamegsCoT �6�� SCTM#1000- Project Address: -' Du�vs T LAND _�j �!VnG/�l_aXO Y—1l f .a_ a.Phone#: Email c' -- -- csC_6 Mailing Address: oX j,p� �ou,�J 6�� �'�/ j -7 0 CONTACT PERSON Name: �__..'57 —T -0q, - - Mailing Address: Phone#: Email: DESIGN=,P.ROFES$IONAL INFORMATION., p. Name: Mailing Address: C� �✓,���7" 'Ay! Azfe--K-11 Phone#: fbs ss Email: CONTRACTOR-INFORMATION:♦ Name: 9��•77 g®� /� Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED;CONSTRUCTION ' New Structure ❑Addition '❑Alteration ❑Re air ❑ +~ . ....-w . _` ".:. ..-.. " . . ._ ":, _.•, _. l pY ` Demolition Estimated-Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY,INFORMATION Existing use of property: ' Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes*o IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design,professional is responsible for ail drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance ota,Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s).for necessary inspections,False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law: Application Submitted By(print name): eo =�cs��r2 ❑Authorized Agent Aowner Signature of Applicant: - Date: $- 2 STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c act)above named, (S)he is the �N 1^ r2--. �— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this U� �y day of_ n0 .20 Notary Pu is NAf�C1'A SZCZOTKA NOTARY PUBLIC,STATE OF NEW YOR PROPERTY OWNER AUTHORIZATION Registration No. 01SZ6441617 (Where the applicant is not the owner) Qualified in Suffolk County Commission.Expires Sept.26,20 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 coG. " TOWN OF SOUTHOLD—BUILDING DEPARTMENT gu'RL : .9� �. Town Hall Annex 54375 Main Road R. O: Box 1179 Southold;NY 11971-0959 �. oa • Tele hone 631 765-1802 Fax 631 765-9502 htt s /www.southoldtowhn ov p �... .) .. � . ) p Date Receive N FOR BUILDING PERMIT DIg �1 For office Use Only -•-. PERMIT NO. Building Inspector: q� a < , Applications ain orms must be filled'out i'n-theit1"entirety Incomplete .� :. applications will not be accepted.•Where the-Applicant is'not.the owner.an - Owner's Authoeiiatiibh form(Page 2)shall be completed. Date:February 7, 2023 OWNERS)OF PROPERTY „ v9 .a�.,..r. ". Name:Edna Acquaviva,Vincent:J.:Quatroche Jr.,Boni;D.:Fash SCTM# 10007`1000-33: 4-69- Project Address:13( 8uns6t Lane, _Greenport 11944m Phone#:-6:17-501'-1382 .Edna q Email:ac uavival @comcast:net - _ Mailing Address: 14096_.Marrian.Ave,uJupiter FL.,-33458 CONT-A T�PERSON ..-,; z Name.Martin D. Finnegran, as Agents fVlailing Address::PG :Box 1452,. Mattituck, NY1:1952 Phone#:631_-315-6070 Email:mfinxnegan @northfork.law DESIGN PROFESSIONAL INFORMATION Name:TBD Mailing Address: Phone#:. Email :.. .. . .... . . . CONTRACTOR INFORMATION .:Name:TBD:. Mailing Address: Phone#: Email: DESCRIPTION OF'PROPOSED.CONSTRUCTION., ®:New Structure DAddition ❑Alteration ❑Repair El Demolition Estimated Costof.P.r''* .. �Other.Seeking a Notice'of Disapproval fora Waiver of Merger TBD Will the lot be re-graded? Yes No Will excess fill be removed from premises?- ❑Yes ❑No ❑ ❑ 1 PROPERTY INFORMATION �.< Existing use of property:Vacant �, Intended use of property_Sin 9 le`famh�_.. home . Y--bo Zone or use district in-which premises is situated: Are there any covenants and restrictions with respect to R-,4,0 _ - this property? ❑Yes ®No IF YES, PROVIDE A'COPY. +3 h�3r kr us �� 'S x✓t.:;.1 x x ;,,.: .`; a �, ^„..,s ,i,� �r3 5a, B:Check Box After Reading The owner/contractor/design professional is responsible for all drainage and storm water issue`s as provided by Chapter.236 of the Town Coder;APPLICATION IS HEREBY MADE to the;Buddmg-Department for the"�ssuance,of a Budding Permit pursuant to the;Bwlding,Zone; Ordgiance of the Town of Southold,Suffolk,County;;New York and other applicable Laws';Ordinances or Regulatwns„forrthe construction of buildings, , y r y.. 4f additions,alterations or-for removal or demohtion;a`s herein described;The applicant agrees to comply.wlth,all applicable laws,or i il- s,`buildmg code,, housing code and regulations and to admit authorized inspectors on p"remises and in buildings)for necessary inspections.False statements made herein:are pumshable as a CCass A misdemeanor pursuant to Section 210 45 of the New York State Pena w`l La nx ,. ; Application Submitted Martin D. Finnegan I]Authoried Agent ❑Owner Signature of Applicarit: _ Date: 02/08/2023 STATE OF NEW YORK) SS: . . COUNTY OF SUFFOLK MARTIN D. FI N N EGAN being duly-sworn, deposes:and says that(s)he is the applicant (Name.of individual signing contract) above named, he is the AGENT '- (Contractor,Agent; Corporate Officer, etc.) of said owner or owners, and is,duly authorized,to perform or have performed the said work and to make and file this: application;that all statements contained in this application are;true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the-application file therewith. Sworn before me this 8th day of FEBRUARY ' .2023 01 h Notary,Public WE SCH 1TZER ANNA S LI E NOT MY PUBLIC-STATE OF.NEW YM PROPERTY.OWNER AUTHORIZATION No.oisg6w5v (Where the applicant is.not the owner) (MIRED INSUFFOLKCOUNTY W COMMISSION EXPIRES SEP 29.20 residing at do hereby authorize to apply on my.behalf to the Town.of Southold Building Department for-approvaI as described herein. Owner's Signature Date' Print Owner's Name. 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) L EDNA J. ACQUAVIVA residing at 14096 MARRIAN AVENUE (Print property owner's name) (Mailing Address) JUPITER, FL 33458 do hereby authorize MARTIN D. FINNEGAN (Agent) to apply on my behalf to the Southold Building Department. /2022 (C)wner's Si ature) (Date) EDNA J. ACQUAVIVA (Print Owner's Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, VINCENT J. QUATROCHE JR. residing at 131 W. FOURTH STREET (Print property owner's name) (Mailing Address) DUNKIRK, NY 14048 do hereby authorize MARTIN D. FINNEGAN (Agent) to apply on my behalf to the Southold Building Department. t f /2022 (Owner's Signature) (Date) VINCENT J. QUATROCHE JR. (Print Owner's Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, BONI D. FASH residing at 4408 CUSTIS DRIVE (Print property owner's name) (Mailing Address) ROCKVILLE, MD 20853 do hereby authorize MARTIN D. FINNEGAN (Agent) to apply on my behalf to the Southold Building Department. /2022 (Owner's Signature) (Date) BON I D. FASH (Print Owner's Name) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 21, 2023 TO: Martin Finnegan(Acquaviva) PO Box 1452 Mattituck,NY 11952 Please take notice that your application received February 8, 2023: For merger detennination at: Location of property: 130 Sunset Lane, Greenport,NY County Tax Map No. 1000—Section 33 Block 4 Lot 69 Is returned herewith and disapproved on the following grounds: The subject lot is merged with the adjacent lot to the south(SCTM# 1000-33-4-70) pursuant to Article II Section 280-10, which states: "Merger. A nonconfonning lot shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance.Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements." Authorized Signature CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson if SOU� 53095 Main Road-P.O.Box 1179 Patricia Acampora �® �� Southold,NY 11971-0959 Eric Dantes a ;t Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 0 �@ 54375 Main Road(at Youngs Avenue) ��.c®U Southold,NY 11971 RECEIVED hdp://souffioldtovnmy.gov jiut( [� D ZONING BOARD OF APPEALS AUG 2 1 2023 TOWN OF SOUTHOLD M AY 1 4 2024 Tel.(631)765-1809 XILO�� Southold Town Clerk BumD1NG DEFT. TOWN OF SOUTHOLD FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17,2023 ZBA Application No.#7805 Applicants/Owners: Edna J.Acquaviva,Boni D.Fash,Vincent J. Quatroche,Jr. Property Location: 130 Sunset Lane,Greenport NY SCTM: 1000-33-4-69 and.1000-33-4-70 SEORA DETERMINATION:The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The applicant provided two, individual surveys, both prepared by Kenneth M. Woychuk, Licensed Land Surveyor, dated January 12, 2023 illustrating lot dimensions and improvements, for Suffolk County Tax Map parcel 1000-33-4-69: measuring 75.00 feet along Sunset Lane, then running east, 105.00 feet along a residentially developed lot to the north,then running 75.00 feet to the south along a residentially developed lot to the east and returning 105.00 feet west to the roadway along a residentially developed lot to the south,subject of this application,known as Suffolk County Tax Map parcel, 1000-33-4-70: measuring 105.00 feet along Sutton Place, then running north 75.00 feet along Sunset Lane, then running east 105.00 feet along an undeveloped lot(subject of this application),then returning 75.00 feet to the roadway along a residentially developed lot to the east. Suffolk County Tax Map parcel 1000-334-69 is undeveloped,vacant with no structures,with a-split rail wood fence along the northern and eastern lot line and a hedge row along the road frontage. Parcel 1000-33-4-70 is developed with a one-story wood-frame single family residence with brick entry stoop,attached wood deck,bilco-style basement access doors,propane gas tanks,an asphalt driveway and entry walkway and a small shed. BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 7,875 square feet(SCTM 1000-33-4-69)from an adjacent land area of 15,750 square feet(SCTM 1000-33- 4-70), based on the Building Inspector's Notice of Disapproval pursuant to Section 280-10 determining the properties have been merged. 7 Page 2,August 17,2023 #7805,Acquaviva ' SCTM No. 1000-33-4-69 & 70 "A non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50)feet or more in distance. Non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements; located at 130 Sunset Lane, Greenport,NY. SCTM Nos. 1000-33-4-69 and 1000-33-4-70. ADDITIONAL INFORMATION: The applicant made a prior request for a Waiver of Merger under ZBA file 94428,dated November 19, 1996,shortly after the adoption of the merger law,which was denied indicating among other reasons,#5. "Common ownership of both lots has existed for 27+years" It is unknown why a prior Board would have denied this application, but it would appear that at the time, the merger law did not allow for the transfer of ownership among family and,as such,the Board may have viewed the transfer as an `arm's length' transaction versus within the same family. In 2008, Section 280-11 of the Town Code was amended to remove the hardship criteria to remedy this issue and offer relief to families that inherited properties that were unintentionally merged. The applicant provided copy of a title report prepared by Fidelity National Title, dated January 25, 2023 for the subject parcels illustrating ownership as follows: SCTM 1000-33-4-70,acquired July 25, I957 and SCTM 1000-33-4-69 acquired January 17, 1968, copy of the deed relative to the infra-family transfer of ownership and copy of the Real Property Transfer Report. The applicant provided copy of a Certificate of Occupancy,#Z-78, dated March 25, 1958 for the residence at 160 Sutton Place(SCTM: 1000-33-4-70). No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The standard for the granting of a waiver of merger are contained in Section 280-11 of the Town Code. Sections 280-11(A)and(B)require that the Board engage in a two-prong test before granting a waiver of merger. Pursuant to Section 280-11(A)the Board must determine whether the lot proposed to be recognized has been transferred to an unrelated person or entity since the time the merger was-affected. If the lot has been transferred to an unrelated person,the lot is not eligible for a waiver of merger. Pursuant to Section 280=11 (B), if the lot has not been transferred to an unrelated person,the Board must engage in a balancing test of 3 factors to determine whether the lot is eligible for a waiver of merger, namely, whether(1)the proposed waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood, (2)the lot proposed to be recognized is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation, and (3)the proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district. The Zoning Board of Appeals held a public hearing on this application on August 3, 2023, at which time written and oral evidence were presented. Pursuant to§280-11(A)the Applicant has submitted documentation,to the satisfaction of the Board that there have been no transfers of ownership of the lot outside the family since the time merger was affected. Consequently,the lot is eligible for a waiver of merger. / Page 3,August 17, 2023 #7805, Acquaviva SCTM No. 1000-33-4-69 & 70 . Pursuant to §280-11(B),the Zoning Board finds that, (1) The waiver would recognize a Iot that is comparable in size to a majority of the improved lots in the neighborhood because lot#1000-33-4-69 is comparable in size to many of the surrounding parcels,with most lots being substandard in the R-40 zoning district. Most lots along Sunset Lane are approximately .18-.20 acres as evidenced by aerial images, the Suffolk County Tax Map page and inspection by members of the Zoning Board of Appeals. (2) The waiver would recognize a lot that is vacant and has historically been,treated and maintained as a separate and independent residential lot since the date of its original creation because lot#1000-33-4-69 is unimproved, while lot#1000-33-4-70 maintains access from Sutton Place, is developed with a residence as confirmed by the Certificate of Occupancy #Z-78, and each lot has separate Suffolk County Tax Map identifiers and individual tax bills. (3)The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because there will be no perceivable adverse impacts on the physical and environmental conditions in the neighborhood or District. Unmerging Lot#69 from Lot#70 will recognize a building lot that will be consistent in size with the lots in the surrounding area. Additionally,the applicant has stated that a Code conforming home can be built on parcel#69. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law,Section 280-11,motion was offered by Member Planamento, seconded by Member Acampora,and duly carried to GRANT the waiver of merger as applied for as shown on the individual surveys prepared by Kenneth M. Woychuk,Licensed Land Surveyor,dated January 12,2023 with the following conditions: OProof that waiver of merger is affected by way of a recorded deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM: 1000-33-4-69 be provided to the ZBA within 2 years of the date of this decision.Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. When constructing a residence,the applicant is to apply for and receive a permit to install a Suffolk County Board of Health approved Innovative/Alternative Onsite Wastewater Treatment System. 3. In the event that an approval is granted subject to conditions,the approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes,LehneM Acampora,and Planamento(5-0) Leslie Kanes eisman, Chairperson Approved for filing r/l� /2023 �ogufFall,��o BUILDING DEPARTMENT-Electrical Inspector �O Gy TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy�o a0� Telephone (631) 765-1802 - FAX (631) 765-9502 1 iameshCa)-southoldtownny.gov- seandi-southoldtownny_gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 8/26/24 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Bums Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Boger Address: 130 Sunset Lane Greenport NY Cross Street: Sutton Place Phone No.: Bldg.Permit#: 50922 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install underground service,wire new house Square Footage: 117,90 Circle All That Apply: Is job ready for inspection?: ❑ YES❑✓ NO Rough In Final d8��l�ti Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Sizea1 PhC]3 Ph Size: 200 A #Meters 1 Old Meter# ❑✓ New Service[]Fire Reconnect[]Flood ReconnectElService Reconnect(]✓Underground DOverhead #Underground Laterals W1 1 02 ✓ H Frame Pole Work done on Service? 0 Y ✓ N Additional�Information:...- { PAYMENT DUE WITH APPLICATION 8_ AUG 2 C� 2024 d M—' rtc,#41onv:A "uuS-c, - BUMDING DEFT. TOWN.-OF SOUTDOL �p� OGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD ce Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # 1151 Date U G 2024 Customer Name 96clax Electrician Name?out n Address 30 % k �. Phone 3 _ 5_ '135 e-mail e-mail pA S1 Qi m Phone jLicense# 3 V ME Size W A . Phase Overhead Underground 1/� #of Meters _ Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by w`'"guFFi?l�- BUILDING DEPARTMENT-ElectricaHnspector TOWN OF SOUTHOLD o 'i' Town Hall Annex- 54375 Main Road - PO Box 1179 ' Southold New York 11971-0959 . ® Z�y' Telephone (631) 765-1802 - FAX (631) 765=9502 lameshCcDsoutholdtownny gov — seandCcDsoutholdtownny gov APPLICATIONfOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $/26/24 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elect-email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971. . JOB SITE INFORMATION (All Information Required) Name: Boger ; Address: 130 Sunset Lane Greenport NY Cross Street: Sutton Place Phone No.: Bldg.Permit#: 50922 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Install underground service,wire new house Circle All That Apply: Square Footage: r1750 Is job ready for inspection?: 0 YES 0 NO: Rough In Final � l Do you need a Temp Certificate?: R1 YES ❑NO Issued On 11rjk QfV%010Ed a= Temp Information: (All information required) Service SizeFvl1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# E New Service0 Fire Reconnect[]Flood Reconnect ElService.Reconnect0✓Underground[--]overhead #Underground Laterals ✓ 1 2 ✓ H Frame Pole Work done on Service? Y FVJ N Additional.Information:. PAYMENT DUE WITH APPLICATION �d A U G 2 � 2024 !� rt,CJ I .� "UU%-t 1a€MDING DRPT. r TOWN )F SO I-10 ro r -A- 1(\W*, PERMIT# Ad re s. �"�I Switches Outlets` + -4 G F I's^ u-N-kTK1f+-., Surface ILI Sconcesjt$ all H H's)-I-W IRL-K4-THAI, UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump Exhausf}A1'' Oven Sump Heater Smokes C t DW Generator Trnsfmr Salt Gen. Carbon,# Micro I GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood ' Blower Service V-COAmps 200 Have qa Used. a Sub Amps Have Used Comments �c) A4—c&x FINNEGAN LAW, P:C. 13250 MAIN ROAD P.O. BOX 1452 .. . MATTITUCK,NEW YOR-K:11952 (631) 315-6070 " MARTIN D. FINNEGAN, ESQ. 'MFINNEGAN@.NORTHFORK.LAW By HandE, C 22 n �p IC II1�l February 8, 2023 FEB 0 $: 0 : [Low, Southold Town Building Department ; �1f11.41T � 1 Town of Southold P.O. Box: 11:79 Southold, NY .1197170959 Re:. : Building Permit Application of Acquaviva,:Fash and Quatroche For Waiver of Merger Application Premises: 160 Sutton Place & 130 Sunset-Lane, Greenport, NY 11944.. - SCTM:#:.1000-033.00-04.00-070.000 & 069.000 The enclosed application .seeks a Notice. of Disapproval in order to file -a .. Waiver of Merger. application to the. Southold Town ZBA. Please.find.a check made payable to the Town of Southold in the amount of$5.0.00 representing the required.:filing fee and the following documents for.your.review: One 1 -Signed. Original Building Permit Application.: ... . g 2) One:"(1) Stamped.Survey of each:ptoperty, dated:January 12th, 2023;, 3) One (1) Single and Separate Search, dated:January 23ra, '2023. 4) One (1)' Set of Authorization Forms authorizing me to act as:agent and. :: : ::. - applicant for all property owners. .: Kindly advise if you require. any further documentation to issue a Notice of Disapproval. Thank you .for your consideration. U tr 1 ErY_ y yours, Mar in D. Finnegan ,. Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-015643 District: 1000 . Section: 033.00 Block: 04.00 Lot: 069.000 and 070.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other - further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and-separate ownership by Edna J.Acquaviva,Boni D. Fash and Vincent J.Quatroche,Jr.and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the parry to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the.Certificate. Dated: January 25,2023 FIDELITY NATIONAL LE INSURANCE SERVICES, LLC JE UVA Sworn to before me this 25th day of January,2023 Notary Public sAwow►J.ODLESIQ BY 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-015643 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-033.00-04.00-069.000 and 070.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-033.00-04.00-069.000 AND 070.000 Edna A Brown and Samuel Levine Liber 3479 cp 301 TO Dated: 02/19/1953 Edna M. Turner Rec'd: 02/25/1953 (premises and more) Edna M. Turner Liber 4411 cp 565 TO Dated: 07/25/1957 Vincent J. Quatroche, Jr. and Edna Quatroche Rec'd: 01/03/1958 (as to Lot 070.000) Edna M. Turner Liber 6290 cp 141 TO Dated: 01/17/1968 Vincent J. Quatroche and Edna Quatroche Rec'd: 01/18/1968 (as to Lot 069.000) FIDELITY NATIONA TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN D 25th day of January,2023 Notary Public SMORAJ.GOUM Nobwry Pubtic,1i01G060:i2487 Suftdk C ift New York -76 Commla m E hr.Aug.20.20 24 Commerce Drive Riverhead,New York.11901 • (631)727-0600•Fax: (631)727-0606 "" Fidelity National Title INSURANCE SERVICES,LLC Vincent J. Quatroche and Edna Quatroche AKA Liber 12060 cp 315 Enda J. Quatroche,as husband and wife Dated: 06/15/2000 TO Rec'd: 08/02/2000 Edna J. Acquaviva, Boni D. Fash and Vincent J. (as to Lots 069.000 and 070.000) Quatroche,Jr. LAST DEED OF RECORD PREMISES NORTH: 1000-033.00-04.00-068.000 Edna A Brown and Samuel Levine Liber 3479 cp 301 TO Dated: 02/19/1953 Edna M. Turner Rec'd: 02/25/1953 (premises and more) Edna M. Turner Liber 4370 cp 540 TO Dated: 10/02/1957 Henry F. VanWyck and Nancy VanWyck Rec'd: 10/03/1957 Edna M. Turner Liber 4752 cp 11 TO Dated: 01/07/1960 Henry F. VanWyck and Nancy VanWyck Rec'd: 01/08/1960 Correction deed corrects description in Liber 4370 cp 540. Henry F. VanWyck and Nancy VanWyck Liber 12407 cp 25 TO Dated: 08/04/2005 Jason Allan Harvey and John Alden Harvey,VI Rec'd: 09/01/2005 LAST DEED OF RECORD FIDELITY NATIONA ITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN 25th®y of January,20� Notary Public , SANDRAJ.GOLEtatiCl Notary Pubs%#01t;5032487 Suftk County,Now York �� CamntaaMw EVbw:Aug.29.20_4 24 Commerce Drive •Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title oil INSURANCE SERVICES,LLC PREMISES EAST: 1000-033.00-04.00-071.000 Edna A Brown and Samuel Levine Liber 3479 cp 301 TO Dated: 02/19/1953 Edna M. Turner Rec'd: 02/25/1953 (premises and more) Edna M. Turner Liber 5220 cp 499 TO Dated: 08/23/1962 )George Kofalvy and Mary Kofalvy,his wife Rec'd: 08/27/1962 George Kelly AKA George Kofalvy and Mary Kelly Liber 6983 cp 158 AKA Mary Kofalvy,his wife Dated: 07/30/1971 TO Rec'd: 08/10/1971 George Sabino and Mary Sabino,his wife Frank J. Monastero,Executor of the Last Will and Liber 12354 cp 277 Testament of Mary Sabino, deceased, 04/17/2004 Dated: 10/28/2004 TO Rec'd: 11/12/2004 Bruce Land and Tina Land Bruce Land and Tina Land Liber 12700 cp 451 TO Dated: 07/18//2012 Vlassis Travias and Anna Travias,husband and wife Rec'd: 07/27/2012 LAST DEED OF RECORD PREMISES SOUTH: SUTTON PLACE PREMISES WEST: SUNSET LANE FIDELITY NATIONAL r.E INSURANCE SERVICES,LLC Sworn to before me this JEAN"A 25th da of January, 2023 otazy WbWAJ.cDM= wogmn►u,�o k Cw*..No York cxnnnWon Aug.29,20 24 Commerce Drive 0 Riverhead,New York 11901 • (631)727-0600 •Fax: (631)727-0606 I IIIIIII IIII IIIII IIIII IIIII Illll IIIII IIIII IIIII IIII Illl IIIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of instrument: DEED Recorded: 03/25/2024 Number of Pages: 4 At: 09:20:14 AM Receipt Number : 24-0037662 TRANSFER TAX NUMBER: 23-24040 LIBER: D00013241 PAGE: 230 District: Section: Block: Lot.: 1000 0.33.00 04.00 069.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $315,000.00. Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0:00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0-.0.0 NO Comm.Pres $6,000..00 NO Fees Paid $6,520.00 TRANSFER TAX NUMBER: 23-24040 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS 'NOT A BILL VINCENT PULED County Clerk, Suffolk County OD Number of pages RECORDED 2024 liar 25 09:20:14 RN I1IHCEHT PULEO CLERK OF This document will be public 5UFFOLK COUNTY record. Please remove all L 000013241 Social Security Numbers P 230 prior to recording. DT4 23-24040 Deed I Mortgage Instrument Deed 1 Mortgage Tax Stamp Recording/Filing Stamps 3 FEES . Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax ..P TP-584 Sub Total Notation Spec./Assit. or EA 5217(County) Sub Total Spea/Add. EA-5217(State) TOT.MTG.TAX R.P.T.S.A. Duai Town Dual County Held for Appointment Comm.of Ed. S. 00 [04;: Transfer Tax U540 Affidavit Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total Other YES or NO Grand Total If NO,see appropriate tax clause on page# of this in rum t. 240071,03 1000 03300 0400 069000 4 Dist.1001 5 Community Preservation Fund Real Property Q Consideration Amount$ Tax Service Agency CPF Tax Due $ Verification _ col c Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: 5tT 1 Vacant Land Scott Boger TD� 130 Sunset Lane Greenport,NY 11944 TD TD Mail to: Vincent Puleo,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Hamlet Title Agency,Inc. vrww.suffOlkGountyny.gov/clerk Title# HTA-9192-S a Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OF INSTRUMENT) Edna J.Acquaviva,Boni D.Fash,Vincent J.Qustroche,Jr. The premises herein is situated in SUFFOLK COUNTY, NEW YORK. TO In the TOWN of Southold Scott Boger In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over HT�- 41�2 S Bargain and Sale Deed„with Covenant.against Grantor's Acts—Indkidw!or Corparaliw(Sin91e.511-1) CONSULT YOUR LAWYER BEFORE sIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. t- jNrrv[r-. �-ddr THIS INDENTURE,made the 1N1'5 day of Mdvffh1Mx,in the year two thousand twenty tllate BETWEEN EDNA J.ACQUAVIVA,residing-at 14096 Marrian Ave.,Jupiter,Fla 33458 BON]D.FASH,residing at.4408 Custis Dr.,Rockville,Md.20853, VINCENT J.QUATROCHE,JR.,residing,at 131 W.4'It Street,Dunkirk,NY 14048 party ofthe first part,and SCOTT BOGER;residing at'1625 Chablis Path,Southold,NY 11974 party ofthe second part, WITNESSETH,that the party ofthe first part,in consideration of.-----=--------TEN($10.00).dollars--------------- paid by the party of the second part,does hereby grant and release unto the,party of the.second part,the heirs or successors,and assigns ofthe party of the second part forever, SO,- 633,40 SEE ATTACHED DESCRIPTION �Z•, o 1�9.�00 Scincj .Qnd ig4tnded-k,,, 4+x SCLNA'e prvv, kSrES CohVe4-ed by died da--�d -fie h . 2.0, ► CO )n 1 tbCC 1l2z5, pQgZ 33g. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof TOGETHER with the,appurtenances and all the estate and rights ofthe party ofthe first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second. part forever. AND the party ofthe first pan covenants that the party ofthe first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,,except as aforesaid. AND the panypf the first part,in compliance with Section 13 ofthe Lien Law,covenants that the party o.f the first Part will receive the consideration for Thi's conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total ofthe same for any other putpose. The Word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the.day and year first,above written. IN PRESENCE OF: V Ak�-- t- N—AJ.ACQUAVIVA �C�C wo-c n B 1 D.FASIi VINCSAT J.QUATROCHE,JR.I-I,{ -6Y kri CrU�t lr 1 as rc�,— I Old Republic Title Insurance Company � Title Number:HTA-9192-S Page 1 SCHEDULE A DESCRIPTION ALL thatt certain plot,piece or parcel of land,situate, lying and being at Greenport,in the Town of Southold,State of New York,bounded and described as follows: BEGINNING at.a point on the Easterly side of Sunset Lane,distant 75.00 feet Northerly from the corner farmed by the intersection of the Easterly side of Sunset Lane with the Northerly side of Sutton Place; RUNNING THENCE along the Easterly side of Sunset Lane,North 27 degrees 3B minutes 30 seconds West 75.00 feet; RUNNING THENCE North 62.degrees 21 minutes 30 seconds East 105 00 feet; RUNNING THENCE South 27 degrees 38 minutes 30 seconds East 75:00 feet; RUNNING THENCE South 62 degrees 21 minutes 30 seconds West-1 05.00 feet to the Easterly side of Sunset.Lane at the point.or place of BEGINNING. 1 jl�CKNOWLEDGMENTTAKEN IN NEW YO"STATE ACKNOWLEDGMENTTAKEN OUTSIDE NEW YORK STATE STATE OF State of New York,County of New York ,ss: COUNTY OF )S S.; On the$day of:Sw u9 n( in the year 20.2q ,before On the day of 2023,before me,the me,the undersi ned,personally a eared, c— undersigned,personally'appeared g p y pp 6 �o� personally.known to me or proved to:me on the basis of personally known to rime or proved to me on the basis of satisfactory evidence to be the individuals whose names are satisfactory evidence to be the individual(s)whose subscribed to the within instrument and acknowledged to me name(s)is(are)subscribed to the within instrument and that they executed the same in their capacities,and that by .acknowledged to me that he/sheithey executed the same their signatures on the-instrument,the individuals or the person in his/her/their capacity(ies),and that by his/het/their upon behalf of which the individuals acted,executed the signature(s)on the instrument,the individual(s),or the instrument,and that such individual made.such appearance person,upon behalf of Which the individual(s)acted, before the undersigned in the(ciry(political executed the instrument, subdivision/state/country or other place where the ACKNOWLEDGMENT was taken).of Notary Public Notary Public MICHAEL.HARRISON 40TARYPUBLIC,STATE OFNEW YORk Registration No.01 HA5025220 Qualified in Suffolk County Commission Expires March 21.207 4 BARGAIN&SALE DEED �- With covenants against grantoi's acts DISTRICT;ioao SFCridm 033.60 -BLOCK: 04:00 EDNA J.ACQUAVIVA,BONI D,FASH, LOT: 069.000 VINCENT J.QUATROCHE,JR COUNTY OR TOWN:Suffolk County TO Rqurn by Mail to: �r SCOTT BOGER INSTRUCTIONS(RP•5217-PDF-INS):www.orp&.slate.ny.u9 OR COUNTY USE ONLY Now York State Department of c1.stms cod. ,`�,��1,&t�`,�f, J Taxation and Finance C1 Date Dead Recorded ;. /rX J/ i Office d Real Properly Tax Services t "1'� RP-5217-PDF 63.Book 1 'C4.Page 1 , a�i Roal Properly Tmnshe Rcport.(a/ta) PROPERTYINFORt T10N L PmPfW 130 S--reset Lbna lTTrudlon •a•FST v1A13a •aro¢T Iu14L Greenport 11_94 9. 'CUT U-1eM1 - VILAGE •l:9Cae5 _•Buyer Roger J'C4LC •LAWFAMM"Ah- /196iANE LA Af NAMiftWOf, FASTNIO: a.Tax Mtbate whom klbda Tax 8dls are la oe serd. BMna' Hahn lhtmtnlyet addntayel hacom dram) LAST k%VE%-W%W n9aTNAW AddrM 5MEE1MWU4,Ah74Ae: CI't ai Iowa. STATE Z0L'om 4.Indleate tlp nhontiae of Aaaafaglarlt I 1 Pert da Pasch (0*II Partef■PaTnq Cheek a they eppy: Rail parcels tmutforredan the daed #dPmmis OR 4A,Plmhnna Board with SuhdneaooAuftnfyE4916 ❑ 0.Dow �. OR e•17 4B..Subc[MdonAppmri wr Regwmd rrTranCer .Property •MTHO cM. •A71he She 4C.Pud4 Apprrnetl mrsubdMsan with Map Provided ❑ ACOGAV_VA. 3::*A C. e SaBar 'LAST 14"'IMOR-AW Name �iH-Mu.E •rASB, WWROCHER, JR. RON1 D., VINCENT J. LAST YLIr'uCOWA4Y fgeT mye '7.SUed dm daeedpMm whM mataeeto t ly daedka tie Check the born below as U"appye on of the prop"at the ftne dsalic a.OwnetaNp Type m Condontrmaw C.RmIdenlial Varant Land L Now Ccnslrudianana Vacant Umd 1dA.Pmpeny Located within en Agnaliluni DWd ❑ 11113,Buyer madved a tfistlesure ram;cm hL®cethlg that the property in in m AadcL&urd oishia ❑ SALE INFORMATION 16,CM W one of rvate dthap.uedkbns a appeume m bet. r. A.Selo Between ReWvm or FamarReladles 11.8016100lhvd0ate 12/11/2023 B.Selo belww Related CoffWascrPadnepdtMnm C Oneertheauyersis.awasdar •laoamotemorrransra 01/05/2024 oBuyerorSdwinCovwnrnweApengorr.aoenplgwwaL E.OW Type not Waerny.or BorgmL and Sale(Spa*Beim) F.We of Flbgloeel of Lea!thin Fee M;Mat(Speofy B&VW `+i Fldl 8ils Pdea 3.7.000 m G,Sprd:kmd Change in Property Bdwmn Trlmb Slrtls and Sete Omer ti Selo d Bufirmss Is Incuded An Balm Phoo (FtdSofaPstMhs the rdolevn a+Lapdd krlheprWsrylndudiea.personslDmpedy © 1 0"rULLusiWFaitorsA1Srile gifts lsPedY 84 This peym be in the farm dash.diva propertyorlioads•a the mamodan d d.None altr rosy "maapeea caw ahigaamsIPreaseroundmfh no"St whore d)Uarannwh! Cap,maM(s)enCandltlon: 14.Mdleah the value of pareonel property Included In lee sap .QO ASSESSMENT INFORMATION-Data should reffed the b1aW Final Assessment Rog and Tax Bill. 1e.Yaef afAssaarnnd Roll from whleh lrtrarmatlon tmmzflyyl 2 '17•Twat Araenndvalue 400 •+e.Property Cim 3_, N1.8chaol Olahkt Nang �reeacort 'aq,Tax Mrs WandflonspRod IdoldlMi(ti)pfntem man few.a0ah shodweh addsom Malllldarte)) 1000-033.CC-04.00-069.000 CERTIFICATION Icarob umag orBu IOsmf of laamurdon sr, oe this faro an hue e d co nel M the hest of mY knowledge and bdld)and I unchlratend Ma tlu making of any rmhd false aMament of rnatadel fad hen►n alrblad We to dWMWjjI='Q1.tln.wml Iarnldlee to ft M1W8 sttd Aling of h1w Imwmems. •.�� �EIJ,ER�IGA'f�IlIBE BUYfiRCONTA�INFORMATION q�(� fEmrmnnsmnbrntgYeTwe gavypnLLGsoosb.c1I anadQal Vlffian 610raadTpmafLllusty.OWISosn StwCZfd a maPtih�lan bNlen sta3mrysro saua MYW/AerOlwpe l.�V F 4 paiT/rtw tan wr gxatu•a maL!EnO Na ralWt,mm to W&W,.TV"r P"cla lyl 45 GtYTUTC aAIL ' 13.11YER SIGNATURrm BOG_R SCOTI 'JW—P FRITH OWE 1!sizT •L".Ar.'�L: .1.-�.a._YA[e.�.L.OIWJwM eryye 9le`YTJ9P. DATE i 1625. CHAB;.IS. ?-AT .WRTMA"i •sire=ET 4ATr•_ 5 SOGTIIOLD NY 1:974 CT+OAR1w1 71AIL :P:C]a BUYER'S AT7QRNEY C;lNKUZ7.T DAVID 4A rASTh,W A-ST % 1.63-1 298-8605 M"'C" TEleP11Ch4 NUYi£?IE•VFrFTiI IRA L S.C.T.M. NO. DISTRICT: 1000 SECTION: 33 BLOCK: 4 LOT(S):69 DISAPPROVAL 0.3'W 0.2'S 0.6E MoN. IA'S LAND NIF OF JASON ALLAN HARVEY tIi JOHN ALDEN HARVEY IV �Np�N��N�F�NGE o �ap, UO LAND WF OF E VLASSIS TRAVIAS ANNA TRAVIAS \ 62021 FC 0.2'W T 0.3'S IPE VACANT o0 NO STRUCTURES n oT ap, 0.8E LAND NIF OF EDNA J.ACQUAVIVA BONI D.FASH VINCENT J.QUATROCHE JR. '00 62021'3 U.P. .00 V� 0� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAAONS AND OR DATA OBTAINED FROM OTHERS AREA:7,874.98 SQ.FT. or 0.18 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 774E NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LIS7FD HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7E'E0 UNLESS PHYSICALLY EVIDENT ON 774E PREMISES AT 774E 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: EDNA J. ACQUAVIVA; MAP OF: BONI D. FASH• FILED: VINCENT J. QUATROCHE JR.• SITUATED AT.GREENPORT TOWN ORGREENPORT KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 163 Aquebogue, New York 11931 FILE #223-05 SCALE:1"=20' DATE:JAN. 12, 2023 N.Y.S. LISC. N0. 00882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 33 BLOCK: 4 LOT(S):69 0.3'W / 0.2'S 0.6E O0� MoN. I.01s LAND NIF OF JASON ALLAN HARVEY JOHN ALDEN HARVEY IV �ap, LAND NIF OF VLASSIS TRAVIAS ANNA TRAVIAS 0 Z1 �1000 0 FC 62 �F 0.2'W 0.3'S Z� IPE S VACANT o0 NO STRUCTURES � o o �ap 0.8E V - LAND NIF OF EDNA J.ACQUAVIVA VINCENT J.QUA TROCHE JR. o0 021�3� U.P. s 00 O a O� Bldg Dept copy from MA 4 � r" F�review$ is 0 [ Date: / a 0, THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:7,874.98 SQ.FT. or 0.18 ACRES ELEVA77ON DATUM: ___ UNAUTHORIZED AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 77-IE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: EDNA J. ACQUAVIVA; MAP OF: BONI D. FASH• FILED: VINCENT J. QUATROCHE JR.; SITUATED AT.GREENPORT _- TOWN ORGREENPORT KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-05 SCALE:1"=20' DATE:JAN. 12, 2023 PHONE (631)298-1688 FAX (631) 298-1588 N.Y.S. bSC. NO. 050882 Survey ofitu Descaterid At Prop Sbed erty single family dwelling single family dwelling single family dwellingGREENPORT ?5A' S2Td WOO"E Town of Southold Suffolk County,New York SCTM#1000-55-4-69 +29a +24' Area = -10-14R8 sq.ft.or .018 acres O 3 NOTES: I.Elevations are referenced to NAV.68 datum -_ 2.All Information taken from survey by Kenneth M. n Woychuk Land Surveying PLCC dated Jan 12,2025 N 5.Approximately 50 au yards of clean sand shall be tc( in system area needed for the sanitary I star dr In c' 4. If In the future the septic system shelf fall,It shall �/ +243 .245 m be removed,the material within the area removed and � -S the system structure replayed Inkind and Inplace, Single Family ?+ and backfllled with clean sand. a 2 story rn 3600' " 5.All adjacent lots are developed T WWI wood frame SITE AREAS house with m I.Residence = 1260 sq,ft or 16.0% basement to 2.Driveway = 640 sq,ft or 10.6% m rivew y FIN.FF+26.0' sed " 5.Porch =(2)24 sq,ft = 48 sq,ft or .6% c �i M.er a pr posed Total Impervious Area = 2,145 of or 29.5% " ze ahn W el trlc 6 W Rainfall collection = 2,145 of x .I6"1= 556.1"16 of to ��5_ olomr 5 ca le Use(1)8'dlax 4'deep 6 (1)8'dia x 5'deep O air 942.1 cf/vf= 518.9 cf m e'maxl2' Y n x� w°'�"SPaa� HDGI locking covers 6 N frames -to grad�O' a •ZSJ WA O -EL +Zed _ �O 5 G@7 �_ _ -___—__ ___- __= __= — — __ ___ -5Y5 0 teethole q �.O' Invert IQ.'T5'=___ ___ - N +aas N2"Id 55'50"W O' V SOR-55 pipe proci ist dome utility al oiw 4"for SUN5ET LANE pole SITE PLAN of casting 000❑❑0000 Q Walla recast m scale I" = 20A' P 0❑❑❑❑❑❑❑❑0 leaching ring tjENDEfo❑❑❑❑0 0 PROPOSED SANITARY DE516N o❑❑❑❑❑❑o❑o TOTAL DESIGN SANITARY FLOW = 440 clean sand collar 0❑❑❑❑❑❑❑❑0 PD m FUJI GLEAN USA CEN SYSTEM 5 500 Gd m d O❑❑❑❑❑❑❑❑0 Ground Water Management Zone VI 66ravel There are no private wells within 150'of property line 0❑❑❑❑❑❑❑❑0 There are no surface waters within 100'of property line Elev'7:15' a Sand 6 Loamy Sand Percolation Rate = 1-5 minutee/Inch Bottom of Pool clean sand and gravel io E Revised Plan Approved 622124 Tap. Sanitary LeaehinG Pool Expires a2sf27 EL+21 b' Desl�Pmfessional's rettifiatlon PequlnW. Submit P.E."r RA[eMOrntlon For 9' Dark&own Ve rnem:unauonana�n:tuoonorthesewag"o�""aisnem EL+21.1' Loam OL u:e F—Mw 73 wi w�iMAceoRIl Brown Sandy hard wired 2.8 cfm slower 2O Glay GL power service Dlsinfectlon 10"Access finished Under(o to EL+ Po °�t Ilse to tank saver grade +25.0 G! F't 5A' Sand WIay®y can 7 ou ewer controls EL+16.1' an Amin, rr Brown fino ® e Inv O' to coarse sand 5W CONTROL DIAGRAM air wlth Gravel _ m o m 't EL+4b IT No water encountered f�JI m McDonald Geosclence EI&V ITS' GEN SYSTEM 5 Feb 8,2024 EL I TEST HOLE Design of the system is based upon the hicfiest expected groundwater elevation of 4b' SECTION A-A VIEW Charles K Southard Jr. SITE 6 SANITARY PLAN GT 5lmset Lane SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ARCH I T PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 455 Say Home Rd 6reenport,New York IIQ44 SINGLE FAMILY RESIDENCE ONLY Southold,New York 110111 New Residence for Phone (651) 471-5228 Mr.Scott Boger DATE 4126/24 �F. O. R-24-0462 cwsorchlteatooptonline.net APPROVED March 20,2024 P.O.BOx 1605 FOR MAXIMUM OF _4 BEDROOMS April 10,2024 Southold,New York Ilq"11 EXPIRESTHREE YEARS FROM DATE OFAPPROVAL June 5,2024 revised h.?n X, l rrr�n� Vet . SEF I3 ?�4 JD ' SURl E Y OF PROPERTY T GREENPORT TOP 'N OF SOUTHOLD SUF1 OLK COUNTY, N. K 1000-33-04-69 SCALE: 1 "= 20' / FEBRUARY 20, 2024 AUGUST 26, 2024 (Fndation Loc.) R R, , 2 APR L.23.6 p P F � IA�01 300 ,;eAN 62 21-5. RCOR, �1 a EL.22.5' w o KEY w k5 = REBAR C.L.EL. WELL 22 C `�w 2a3 CONCRETE �11 �CO oz FOUNDATION EL.24.2 ® = STAKE TEST HOLE o_ EL. 21.6' ® = TEST HOLE = PIPE ' = MONUMENT 2a3 0 WETLAND FLAG 5622 ID = UTILI TY POLE g01A\ GExAl J• = HYDRANT EL.21R8' a/O1FC. � �J P. 21L6'L. J PG°vF` ON O- 01� y . . ELEVATIONS ARE REFERENCED TO NA VD '88 - %� N. Y.S. LIC. NO. 49618 ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. F-)ECONI C BUR VEYORS, P. C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS .'1631) 765-5020 FAX (631) 765- 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF o. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 7,875 SQ. FT. 12JO TRAVELER STREET �/ WHOSE SI GNA TURE APPEARS HEREON. ?4 —0 08 SOUTHOLD, N. Y. 11971 S.C.T.M. N0. DISTRICT: 1000 SECTION: 33 BLOCK: 4 LOT(S): 70 m N� T F 01 � LAND N/F OF EDNA J.ACQUAVIVA . 2.'�. BONI D.FASH VINCENT J.QUATROCHE JR. S .•:•' LAND N/F OF 0 VLASSIS TRAVIAS u•cp ANNA TRAVIAS o p°CK oD ....: ... ...:::::. S O "•'1 STY FRAME ;•;•;•GARAGE.:.. DWELLING#760 •' 0 0 �Q6 �5 :::::: :::::::: i MON. G , ^ �N Z U � 7� 9G r o0 2� V U.P. �pGE°F PP Y W.V. 0�1 0 V Bldg DQpt copy from W V Flna rlviewed deWn mts ZSA e —7&u Date: 0 W.V. N 0 J CD a°, 1,7 .70 r n o ti 0 7 THE WATER SUPPLY, LS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:7,875.00 SQ.FT. or 0.18 ACRES ELEVAT70N DATUM: ---—___ UNAUTHORIZED ALTERA71ON OR ADD177ON TO THIS SURVEY IS A V/OLAT70N OF SEC77ON 7209 OF THE NEW YORK STATF EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7VE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECT701Y OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUAR4N7FED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: EDNA J. ACQUAVIVA; MAP OF: BONI D. FASH• FILED: VINCENT J. QUATROCHE JR.• SITUATED AT:GREENPORT TOWN ORGREENPORT KENNETH M WOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #223-04 SCALE:1"=20' DATE:JAN. 12, 2023 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RES!DENCE Date: ALA t 1,ft5!_ H.S. Ref. too._--24- 0A46f7 he sewage dispos:,a^di mter supply fari':yes 4,;his iocofi.,n have been SUR VE'Y OF PROPERT Y insp^cted ancdlor cep"`ed by tlhi;i;en---r!e7^t cr L'i�:pr al,encies and faurdto be s tsfactory t ,. .'.X.:^ 1. ._BEMWOMS. A T GREENPORT TOWN OF SO UTHOLD JONATHAN PAI, P.E., CHIEF �T OFFICE OF WASTE MANAGEMENT SUFFOLK CO UNT 1 � N. Y 1000-33-04-69 = SEPTIC SYSTEM AS INSTALLED SCALE: 1" 20'FEBRUARY 20 2024 (1) FUJI CLEAN CEN.5 I/A 0WTS ' M - AUGUST 26, 2024 (Fndation Loc.) Q (1) 8' DIA. x 12' DEEP LEACHING POOL JUNE 23, 2025 (Final, As—Built Survey)� � � � � � W/ TRAFFIC BEARING COVER. _ JUIL Y 21 2025 (Final, As Bufl t Survey Revision)) AUG 15 2025 PullOng Department Town of Seuthol � \ FE.COR. �� NAPS'0 DRY WELL FOR STORM 0.3 N. Z n� WAT'R MNTAINUFNT � N N'` (HOUSE & GARAGE) —O 3'E. ,0/0 300 LA \ FE.COR. GN 1N 5�ORPGE 8 �;, , 0.5 N/ v END FE.� 0- z�• � y L v' �OV, 0.5N. L N0 �N N KEY `� FE.COR. 50"1 R 80 �J�� P MASONRY 0.3 N. 3' PATIOS = REBAR o. ® = WELL P.-.1 ¢ 2D� rn ® = STAKE C.L.EL. N 3 0- 22.0' -'• �8a oy 2 STORY ® = TEST HOLE � Ex. , ^/ FRAME HOUSE FENCE ® = PIPE o �/ cal o_ (FIN.FLR.EL.=24.9) MASONRY 0.7'E. ,I STOOP = MONUMENT L p g5 DW. 0 WETLAND FLAG 5 I/A 0 C ACUNITW WELL = UTILITY POLE r<UJi a ��o' WOOD PLAT. CEN5 �, ,BLOWER 431. HYDRANT za 1---, �R• � &11 ECT o 62.2�'30 F PSN 4V PRO . EXISTING L 0 T COVERAGE METER &CON PROPERTY AREA 7,875 Sq. Ft. �Q� PA ELaL HOUSE 1236 Sq. Ft. 2.L. L. Qv p,�J P• GARAGE 294 Sq. Ft. 3.P� L 0 T CO VERA GE 1,236 Sq. Ft. 1236/7875=0. 194 or 19.4% � � V Y of K�Yr ro .W��•���J.MET �9 , ELEVATIONS ARE REFERENCED TO NA VD '88 N. Y.S. LIC. NO. 49618 ANY AL TERA TION OR ADDI TION TO THIS SURVEY IS A VIOLA TION N. Y.S. LIC. NO. 051132-01 OF SECTION 7209 OF THE NEW YORK S TA TE ED UCA TION LAW. PECONIC qbOD CER TIFI CA TE SOLUTIONS EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020, (631) 989-9174 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF Email: peconicfcs@gmoil.com SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 1,(! / c SQ. FT. peconicsurvey@optonline.net WHOSE SIGNATURE APPEARS HEREON. P.0. BOX 909 p SOUTHOLD, N. Y. 11971 ��—�Dv i _17— Blower door and ductwork testing required. ,All exterior lighting APP VED AS NOJED installed,replaced or B.P.# repaired shall conform GATE: SO - to Chapter 172 FEE BY: �&_ of the Town Code NOTIFY BUILDING DEPARTMENT AT ACCESSORY SETBACK 631-765-1802 6AM TO 4PM FOR THE .� FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMSING 3. INSULATION § 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ® REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN.OR CONSTRUCTON ERRORS Ae f'V COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF 30i OWN ZBA LD tONJN PLANN+C ING BOARD as ®® 4n1 7 _U US7 C-LS �rrJ,UL� / SCHD 3G'-0" 1a'-lob SKYPLANE ELEVATION - FRONT SCALE: , " _ -0" OCCUPANCY OR USE IS UNLAWFUL CC 175'-0" _._._._._._._._ P`U .. WITHOUT CERTIFICAT ON LEAD CONTENT BEFORE cER77FicATEOFOCCUPANCti OF OCCUPANCY Nr SOLDER USED IN 4 '��TER SUPPLE 2�0 OF CANNOTETt',f��STO, ?�"��'ATFR F �' . F'URSUAr.'T TO WPMU •Qrt Oin G THE TO 23 > m TOWN CODS. z LU 11 � aj 0 F-1 ELECTRICAL z = _. o — INSPECTION REQUIRED F- :,M—M C &,WATER"LINES NEED• —2a'-Ir," TE�7fNG,AEF'ORE„CO`d�RING;:`> 14'-10Y4" Tn aS PtlAyCl.".^:)MG E'EQ1II aE (V DO R SNOT POCEED WITH UNTIL SURVEY PFFHAS$Gi J APPRO Ep' k 1u N cli o Must provide Manuals m D, J and S as per PROPERTY AREA: 7,89 1 5q.ft. NYS Energy Code MAX LOT COVERAGE @ 20%: 1578. 2 sq.ft. HOUSE: 1 285 PROPO5ED LOT COVERAGE: 1 285 5q.ft. or I G.3% b in M ALLOWABLE GFA: 2 100 5q.ft. PROPOSED FIR5T FLR: 1 243 5 U N5ET LANE W2, 52 PROPOSED 5ND FLR: 777 1000-33-4-70: 30' Ae TOTAL GFA: 2020 5q.ft.q 1 000-33-4-G9: SUBJECT OD1000-33-4-G8: 25' p SITE LAYOUT t GFA 1000-33-4-G7: 23.7 ® ^ � ° Z i'dq AY 1 4 ,_u24 SCALE:k- I'-O" 1000-33-4-GG: 35 Z _ ` Q 1000-33-4-G5 . 1 : 25' 6 ° = rUIMUM DEFT. a = 13 8.7' / 5 = 2 7.74' 0® TOWN OF souTnOLD 27.74' AVERAGE 5ETBACK 35O 5KYPLANE ELEVATION - SIDE SCALE: g" = P-0" 1 o5'-2 IYE�, S TM#1000-33-4-69 . resuci.nny°x N.J.MAZZAMERRO,P.E. Fp �0 05-09 l�1� PROFE5510NAL ENGINEER v P.O.BOX 57,GREENPORT NY,1 1944 pROFESSION�� "rc4"�.e""c cw.u�.,y.,®.-ems as ZONING INFO sr NEW ReB dence 5uZt Lane i 5un5e,t PROPOSED NEW HOUSE '--FE7E E3 T 82 01 T452110FFI +fl L d LLH L I 2 2 11 3 2 3 2 3 30 TVV 0 85 LU:85 FWG60611 FRONT ELEVATION BACK ELEVATION SCALE: 4" = I '-0" SCALE: -LN = I '-0'I E3-- - E3-- 2 52 TW255 Tw 185 FM W 0 2 2 8 0 TW'�6 I�IO 85 L85 ]i TV, 85 85 LEFT SIDE ELEVATION RIGHT SIDE ELEVATION SCALE: 4" = I '-0'' SCALE: 4" = I '-0" E F NEB, TM# - - 9 g J. M 1 O,S,`� z ref 73 i; a ^ I.� O r, 4 N.J.MAZZAFERRO,P.E. DRnWN e.HM FO No, 057p95 �j PROFE5510PJAL ENGINEER —124 /0 �� P O PDX 57,GREENPORT NY,I)944 RoFESSIONP� 51645/l596 N It mu 4 @ .am 9 u[1/4•—i V ELEVATION5 srIEE7 No. NEW Residence sunset Lane A-1 Greenport,NY 1 1944 i 30-0" OUTLINE OF ENTRY DECK ABOVE; FOLLOW SAME CONSTRUCTION 0-0" ° OF FRONT DECK �/o v 2-2x8" ACQ GIRDE+K 00 ENTRY PROVIDE 51MP50N PHD5 Q I'_10° 3G'-o" LANDING HOLDDOWN (TYF. 2) U - X 5'-I'V," 3'-8�'iG" 101_e1X1" =2'-4 1. 5'-I Ci ANCHORS AT ALL CORNERS TN/2 32 TN/2 32 TN/2 32 TN/2 32 1]- THROUGHOUT d' .. a - - s" DIAMETER ANCHOR BOLTS o \ o 0 0 0 0 FWG6o61 1 WALL LEGEND: W/ 7" MIN. DEPTH @ 48" O.C. 2'-9Y" 21'-3�" 0 4r" 24'-8" _ Nr N PROVI E E VINYL PAN W/ MIN. 3"X3"x-8 WASHER @ PLATE w!CURB; VENT DRYER o NEW CONSTRUCTION z i I PC EGRESS WINDOW WELL WITH m RIOR = 2"X G" STUD FRAME EXTERIOR WALLS, ACCESS TO GRADE N5 77 NEEDED 2068 N w S EATBATT HI GI ON EXTERIOR, HOUSOOD E WRAP o Q p UNCONDITIONED = EGRESS AS PER CODE. o �� ° ° COUTNRY KITCHEN SIDING AS SELECTED 1" GYPSUM ° STORAGE o I v G44 GLIDING WINDOW, LAUNDRY ° O 3 3 BOARD ON INTERIOR SIDE 00 3- 2 X 8 ACQ HEADER ABOV ez �j - _ o Ln u HEADER TIGHT TO 51LL PLATE. ili w z v - _ 2"X 4" INTERIOR STUD PARTITION, BOTTOM 51LL NOT TO EXCEED 44 :r D U O a_ w/ I LAYER L" GYPSUM BOARD ON EACH N Ua ABOVE FINISHED FLOOR v 2 I� _ x 30G5 - � SIDE; USE MOISTURE/MOLD RESISTANT `'< C1- UPPORT NHAUN H FOOTING * - N CLOSET O MULLION BOARD IN KITCHEN, BATH $ MUDROOM :� 30G8 FRAMM�D WALL BELO)�✓ 3- 2 6 SOL D N U AREAS TO RECEIVE TILE OARD ON ALL SELF CLO POIN LOAD ABOVE o — _ LINE Of SE ON FLOOR =wlSWW 4 N 3'-3" 4'v" UN R HEA ER J 3 MASON S OOP - = ° 4 0 2- I I g' LVL HEADER 2- 14" LVL HEADER, w/STACKED 2- I I g" VL N -w • MAINTAIN 8'-0" CEILING HENGHT THROUGH OUT MAIN AREA OF FOUNDATION WALL LEGEND: ABOVE " 9'-T N FLUSH TO CEILING m= FIRST FLOOR. w/3-4 x24 PLYWOOD FLITCH PLATES N COVERED FLUSH TO CEILING, UPSET INTO • ALL WINDOWS * DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE 8" POURED CONCRETE FOUNDATION WALL v CL05ET C.O. Q FAMILY ROOM 28G8 " WALL PLATE ABOVE; SEE SECTION w/ (2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. WITH I J F 3'-s" 24G8 45.D. ENTRY MUDROOM UP IT KEYWAY 4 X 8 FOOTING• PROVIDE ENTRY 2- #4 REBAR WITHIN FOOTING. 8'-O"WALL HEIGHT; UP z • G'-10 8"WINDOW HEADER HEIGHTS A5 FRAMED ABOVE 5UBFLOOR. DAMP PROOF PERIMETER OF ALL AREAS 30G8 • ANDER5EN 400 SERIES PRE-FINISHED EXTERIOR WHITE WINDOWS, w p O w BENCH SEAT PANTRY - N WITH WHITE INTERIORS t BETWEEN THE GLASS GRILLS, COLONIAL STYLE 2x4 ACQ STUD FRAME PERIMETER WALLS @ I G" OC. _ 0 _ J, y„ N Q AS SHOWN ON ELEVATIONS. q �o cn PROVIDE BRIDGING 5 b PROVIDE R-1 5 INSULATION " DRYWALL TO FINISHED 0 - _ Q v m SIDE; SEAL CONCRETE WALLS w/MOISTURE BLOCK " m THROUGHOUT ENTIRE ® ® w m • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE % z w FLOOR SYSTEM, 8'-0" O.C.; Io'-G" 4'-9" CALLED OUT ON PLAN. PRIOR TO FRAMING 24G8 N ru O — o - p m 4"T$G PLYWOOD SHEATHING N BATH - L m - • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL 2x4 STUD FRAME PARTITIONS, WITH " DRYWALL O ABOVE, GLUED * SCREWED PROV. EPDXIED #4 STEEL N Ln - T'TTTIT 2 o REBAR HORIZONTAL @ 12" O.C. 3 0 � STYLE $ HARDWARE TO BE SELECTED. ON EACH SIDE OF FRAMING. PROVIDE R-15 INSULATION INTO FOUNDATION WALL$ ALL m 0 cLosEr • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT WITHIN WALLS COMMON TO UNFINISHED BASEMENT I 3 O AREAS OF ABUTTING WALLS O ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. N _ _1 7' 3'_5" 1 5'-(X` WITH FOOTINGS FOUNDATION NOTES: ® ® — —'�—,. — zoGB 20G8 a — ~ Ud • DOUBLE JOISTS UNDER ALL PARTITIONS — I5EARI�W� — —IN-? AREA FOR 30G8 12"x I G" HAUNCH FOOTING Lj POST IN W LIVING ROOM RUNNING PARALLEL N I EJECTOR SELF CL05 I RUNNING FULL LENGTH OLJ EACH END • PROVIDE BRIDGING THROUGHOUT ENTIRE PUMP w/SWEEP OF WALL C) - �o DOWN TO 4 9 Z" LVLHEADER FLOOR SYSTEM, 8'-0" o.c. Ln �o • 4"T*G PLYWOOD SHEATHING ABOVE TO - N BASEMENT USH TO CEII ING BE GLUED and SCREWED ~ Ua 30G8 • 4" POURED CONCRETE SLAB ON COMPACT I _ m u._ UTILITY R OM FILL z c.o. = h - E 5.D. N • PROVIDE R-30 INSULATION WITHIN CEILING : — _ w O — cn N OF ALL AREAS - FINISHED * UNFINISHED BA5EEMENT - cn • MIN. J" DRYWALL ON ALL 5URFACE5 OF o o I DIRECT VENT GAS FIREPLACE, SET = ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS IN z AND HEADERS. UNFINISHED AREAS TO HAVE JOINTS m 3 Srna CD BEDROOM 1 2" ABOVE FLOOR; MAKE: * MODEL 85 SQ.F TAPED I COAT SPACKLE I 5.s%vENr = T.B.D. INSTALL AS PER 2GG8 ENTR MANUFACTURER, ADJUST FRAME c.o. DIMENSIONS ACCORDINGLY. AREA FOR MECHANICAL5 s5.D. JL 30G8 Al TW285 TW285 0 OWN 4" N Q 2xG" ACQ LEDGER BOLTED N Nt �0 TO HOUSE FRAME WITH 5" � 2-2x8" "LEDGERLOK" SCREWS @ I G" O.C.; ODE HANG D.J. FROM LEDGER WITH 51MP5ON LU28 CONNECTOR G'-0" ° TYPICAL ALL LANDING AREAS G-0" OUTLINE OF ENTRY G"X G" POST ON 1 2" DECK ABOVE 50NOTUBE W/ POURED CONCRETE FOOTING FOUNDATION PLAN 20"X20"X8"d• FIST FLOOD PLAN SCALE: 4" = I I-0" SCALE: 4" = I '-0" GENERAL NOTES: FOUNDATION NOTES: PLUMBING * HVAC NOTES: FRAMING NOTES: FLOOR PLAN NOTES: • The Information on this set of construction documents 15 to relate basic design • General contractor to review lans, elevations and details to determine • All lun in work shall be done b a dui licensed lumber and must conform and adhere All lumber 1s to be Dou las Fir#2 or better at I G"on center intent and framing details. They are intended as a construction aid, not as a p p g y y p 9 Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS intended heights of finished floor above typical grade. to all New York State building codes * safety requirements. substitute for generally accepted good building practice and are in compliance with • All wood framing in contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation e All interior walls to be covered with z"gypsum board with metal corner reinforcing. All current 2020 New York State Building Codes and the 202 1 IRC. The general contractor • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tonslsq.ft. • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment refers to current arsenic-free treated wood standards and shall take the place of'CCA' drywall products, including gypsum board, screw,Joint compound, tapes*trim shall be U.5. 15 responsible for providing standard construction details and procedures to ensure a contractor must provide appropriate bracing to tie framing back together. professionally finished, structurally sound and weatherproof completed product. • Concrete shall be PC = 3,500 P51 @ 28 days • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include Gypsum Co. or approved equal. All Joints shall receive 3 coats of Joint treatment. Sand final • Plumber to supply and install tankless, on demand hot water heater. squash blocking web stiffeners at bearing points on girders and other load bearing areas coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and • General contractor to coordinate all subcontractors, scheduling of work and • Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh spackled, 3 coats, ready for paint. interaction between trades. reinforcement. Interior slabs to be placed on G m11. stabilized polyethylene vapor • Plumbing fixtures to be supplied by owner, installed by plumber. • Structural Steel A5TM A3G - FY = 3G K51 barrier. Welded wire mesh 1s to be laced in the to third of the slab and 1s to be • Interior paint to be Benjamin Moore, walls"WHITE DIAMOND"and ceilings white, unless • The contractor Is responsible for ensuring that all work and construction meets p p • Mechanical subcontractor 15 responsible for adhering to all applicable codes and • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, otherwise decided by homeowner. All interior trim *mouldings to be satin"white diamond". or exceeds current federal, state and local codes, ordinances and regulations, etc. adequately supported by precast concrete bar supports to assure that the reinforcement These codes are to be considered as part of the specifications for this building plan. 15 held in position during concrete placement and finishing. safety requireni etc.on thzse drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be nailed/boltsd In accordance with the manufacturer's specifications. • Insulation ratings and installation locations as indicated on floor plans t sections. • If in the course of construction, a condition exists which disagrees with that as . Isolation joints are to be installed between the slab and the walls. Use preformed • HVAC subcontractor to fully coordinate system data * requirements with the indicated on these drawings, the contractor shall stop work and notify the designer equipment suppler and to provide final system layout drawing and submit it to general contractor, • All floor sheathin is to be "AC type I plywood, ton ue move and shall be lued and screwed to • Interior doors to be solid core wood; style to be determined. Interior trim to be the en sneer immediate) Should he fail to follow this procedure and continue work, joint filler that is to be cut 1/2" below the slab surface and the resulting joint 15 to be filled g 4 yp p yw g g g g y' p with an elastomeric joint sealant. owner and equipment supplier for final review approval. the floor joists(G"O.C. edges 12"o.c. field) I x4 casings with 4 sill and backbends; Metro Collection MC135 1 2 base moulding. he shall assume all responsibility and liability arising therefrom. • Dimensions take: precedent over scale -DO NOT SCALE DRAWINGS. • General contractor to install cop-r-tex (or copper) sheet metal termite shields • Mechanical system to be 3 zone with damper controls on second floor. Include • 5oid blocking 15 to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding ' All bath * kitchen area walls and ceilings adjacent to wet areas to have water resistant between all wood surfaces that are exposed to concrete or masonry surfaces. optional hydrating air system within. 6-0". B1ccking 15 to be installed at all point load bearing points. drywall, and provide cement board for all areas set to receive tile. • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for . Dampproof exterior of foundation wall with a bituminous coating; Foundation • HVAC to vent all dryer*cooking exhausts. • Install double joists under all partitions running parallel • Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths to have ceramic tile floors and surrounds as selected by homeowner. construction means, methods, techniques, sequences or procedures or for safety excavation upon approval of building department inspections. • All exterior wall headers to be as indicated on floor lens�sections and all interior precautions and programs in connection with the work Indicated. There are no ELECTRICAL NOTES: p warranties for a specific use expressed or implied in the use of these plans. headers are to be 2- 2"x 10"unless otherwise noted. All headers exceeding 5'-0"shall have a double • Contractor to provide hardwired smoke detectors, with battery back up, and with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include jack stud Ivith a smgle king stud *on exterior walls provide double sill plate (typical). NEw TM# - -4- 9 no intervening switches, on all floors and In each bedroom. Verify with local code installation of fixtures t specifications as indicated on plans. Light fixtures to be suppled by • Provide insulation baffles at eave vents between rafters and soffit vents as indicated 59"E,�Sro" "Are requirements a5 per Section R3 17 New Yor',State Residential Construction Code. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install on plans MA Install carbon monox de detectors as per code. all outlets as per code. All work 15 to be done in strict accordance with the New York State Code by a licensed electrician. All new switches 4-outlets to be Leviton, Toggle, supplied 4 mstalled Exterior flashing is to be adequately installed at all connections between roofs, walls, q� by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and chimneys,projections and penetrations as required by approved constrction practices. r• {`` r,s provide wiring as required for gas fireplace and cooking appliances. LU 2 w \= N.J.MAZZAFFRRO,P.E. �FQ o 05709 �� PROFE5510NAL ENGINFER, P O.BOX 57,GREENPORT NY,11944 pROPESSIO �" 51695 5596[M Rmv Ln�ma m �'M ry FLOOR FLANS wirer NO: NEW Re5ldence 5un5et Lane A-2 Greenport,NY 1 1944 NAILING SCHEDULE................__. _.___.._...._.. ..___;.....____..__.,...._....._..___.__..._..__.__.____._......__........__..._......__..___.._._..._..._..____..._._ � _...__..__.__..__.._._._-.._.___.._....__._........... ........_._................_.._..._...._....____.__._______....__..__ EDGE OF FIRST FLOOR BELOW WALL LEGEND: CONSTRUCTION MANUAL 2016 Vbbb FRAiVff CON NEW CONSTRUCTION JOINT C7PSC�FTIORI IVAiL QUALITY „ NAAiL 5P'ACING ." cv c� 2"X 6" STU D FRAME EXTERIOR WALLS GENERAL WIND PROTECTION CONNECTION NOTES R-21 BATT INSULATION, '2' PLYWOOD ........:...... ..... ,....,:.:::..:�<:..::<..::.�_,.. :<:;..... ...,_;,.. ,.,._... do SSTD dOF PRAM G 09and 20 1 8 SBC H1igh Wind Edition WoodFrame Con5trouctlonc RAP P,AFTER TO TOP PLATE.. .... . .... .. ..... .... 170E NA1LeD ...........".,..., ..,... 8-0_WALL:.3-Sd............._ PER RAFTED, _. ........._ 1 O Adapted O O R I0'-0°WALL:3-8d PER RAFTER Fasteners and Connectors for Wood Frame Con5truction - YF5UM SHEATHING ON EXTERIOR, W SIDING AS SELECTED; 2" G CEILING J015T TO TOP PLATE TOE NAILED 6-0`AIALL:3-bd PERJ05T <9 <D BOARD ON INTERIOR 51DE I__ .__ _. .. ..__......___._._ ....... _ � _ � _ 19-O"WALL:4-5d PL�Jo15T 1 . A continuous load path between footing5, foundations walls, floors, studs and __.__.._................_._.._____.._....___..____ _�._.._..._.__.._ G._._...._.... ..._......_...-___. ..,.__...._...._._._, ,._... f f Shall b provided. 2"X 4" INTERIOR STUD PARTITION, CEILING JOIST TO PARALLEL RAFTER-�_ ACE NAILED .-EE TABLE 3.7 EACH LAP roof raming 5 a e- pr vl �, CEILING J015T LAPS OVER PARTITIONS IFACE NAILED SEE TABLE 3.7 EACH LAP w/ I LAYER GYPSUM BOARD ON EACH _.___...__....._.___..__.......__._.............. _......._.___._.___. _______._.._._..__......_...__.".".._._...__......,_..__........___..... ....._....... ..._.._................_......__........__...."..__ COLLAR TIE TO RAFTER FACE NAILED SEE TA13LE3.4 PERTT: p O SIDE; USE M0I5TURE/MOLD RESISTANT 2. Approved connectors, anchors and other fastening devices not Included in BLOCKING To RAFTER TOE NAILED 2-8d EACH END the Standard Buildin Code, Section 230G of IBC shall be used in accordance ,..,.,,.._,_.................._,_.__-..........._.__..,,,....... ., .....AILE.,_,.....,........... ........,. -'-'-2--! „ ..___...,.__.. _ ...............,,,___ __.__._.._...,..._..__._._.,.,.,.,.,..,.._.............._..,,__,,,.,.._.._I N X BOARD BATHS t USE CEMENT BOARD ON RIM BOARD TO RAFTER END NAILED 2-16d EACH EP}D N ALL AREAS TO RECEIVE TILE with manufacturer's recommendations. WALL"FRAMING 36-02xG STUD FRAME WALL COMMON TO TOP PLATE TO TOP PLATE I ACE NAILED ,,.,2-!G ...' PER FOOT 3. Metal plates, connectors, screws, bolts, and na115 exposed directly to the KITCHEN CEILING VAULT; R_2 1 INSULATION T©P'PL.ATE5ATINTIrR5ECT"'IbNS „I FACE NAILED _ _,...".,..`�.:.!.G�""".""."._.,...,."." JOINTS EACH-15fl�............................__.._,... _.._._.._..___.._._. weather or subject to salt corr051on in costal areas, shall be 5tainle55 steel or ."""""",.." ,."."„" .".".. .. WITHIN FRAMING DRYWALL ON EACH SIDE STUD TO STUD FACE NAILED 2-1 Gd 24"OtC „ hot dipped galvanized. HEADER TO HEADED. FACE NAILED 164 1C"O/C ALONG EDGES __. . _4 ____ • MAINTAIN 8'-0" CEILING HEIGHT THROUGH OUT MAIN AREA OF TOP oRBOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2x4 STUD SECOND FLOOR FRONT AND BACK WALL PLATE HEIGHTS AS INDICATED 4. Where windows and doors interrupt wood structural panel sheathing and 3-1 Gd PER 2XG STUD 1 - ------- ----"-"--- - -"-- --" — -- Siding, framing anchors or connectors shall be provided at the top and bottom . —�w 4-1 Gd PEP,2X5 STUD _ LINE OF '- ''CEILING . ALL SECOND FLOOR WINDOWS TO RECEIVE 3- 2x8 HEADERS ABOVE —__ ____.._._.._._._._.._.__._. of cripple studs, header studs, and at least one stud at each side of opening, 50TTOMPLATETOFLOORJOIST, I -� clos 3 w/(2) 2x4 MULLION STUDS BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. 13AI!DJO15T•END JOIST,OR BLOCI;JNG ,_._. `FACE FILED 2-1 Gd '^ PEP•.FOOT � I = "._. .............._."""""""".,_...,.................. ..,_........,..,_. ere 2068 - 3 l _.._.__.._,.. -_._ ___ .._.._._..,....., 5. Ridge straps s each pair f opposing ra except w — 6-8 4 WINDOW HEADER HEIGHTS AS FRAMED ABOVE SUBFLOOK. lumber 15 located in r third of attic ce and INSTALLED TIGHT TO TOP LOOK FRAMING, upper erspea — _ L a e attached x m TC ED FLOOR IN collar ties of I x6 or 2 4 lu b FRONT WALL WINDOWS TO HAVE JOI`.T TO SILL.TOP PLATE,OF,GIRD,ER IT OE NAILED 4-,5d PER.JOIST attach to each pair of rafters. LO ET FOR STAIR. LINEN = WALL PLATES; 4'-8" +/- ABOVE 5UBF OOR. - . BRIDGINGTaJotST TOE NAILED 2-8d EACH END- G. Uplift connectors shall be provided at each rafter bearing. MAINTAIN MINIMUM o - tILOCKIrIGTO J015T TOE NAILED 2-8d EACH SriD = EA CLEARANCES 068 _ N I HED EXTERIOR WHITE WINDOWS, - ° cn WITH WHITE INTERIORS it BETWEEN THE GLASS GRILLS, COLONIAL STYLE n I m 8 AS REQUIRED BLOCKIrIG To SILL oRTOP PLATE TQE NAIL D -1 cd� EACH BLOCK _ _, , 7, Floor to floor hold-downs to be provided every 48, and every 16 within 4 - - 3'7y= AS SHOWN ON ELEVATIONS. LEDGERSTRIP TO t3EAr�t fACE NAILED 3-16d EACH J015T ."_._.-- ....,._,_,, ___._. .,, _,_,,,...,_ ._ ,..,___. ._...___._...__ - ,,.,,, ,.,, ,._.. . .._,_,_...wa_ of exterior corners. J0157OP3 LEDGERTO BEAM {TOE NAILED 3 8d PER J015T v, w • INTERIOR DOORS TO HAVE 2- 2x HEADERS NL__..."__""".._...._._..__._ .................. ,... ._ ....___._........_ _ ._"......_.___._.__.________.______.-__..___.__.__._____._____._.._.._.._..__.___._.... Q � BEDROOM � 8 U ESS OTHERWISE BAND J015T TO JOIST -" END FLAILED 3-1 6d . PER JOIST....................................__..__._-_-___.."----------____------,_,.._...._..__..._......_.____.__......_____._....._._.-._......__ 8. Sill Plate to Foundation Anchora e: SIII late shall be anchored to the 26 BAND J015T TO SILL OP`TOP PLATE 'TOE NAILED 2-1 Gd PER FOOT g p z U � � f foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x v v m 68 _� • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL ROOF SHEATHING , 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 MASTER BEDROOM D. STYLE * HARDWARE TO E SELECTED. M U O s o s s D - R RE B 4'PERIMETER EDGE ZONE- IG°O/C-"�°AT PANEL EDGES inches of each end of each plate. Anchor bolts shall have a minimum embedment cp �I Ua • NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT STRUCTURAL PANELS 8d AND AT INTERNED}ATE SJPPOR SIN THE PANEL FIELD of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located x x 12 RIDGE ALL AREAS UNLESS OTHERWISE SELECTED BY HOMEOWNER. INTERIOR ZONE- I G"C/C-6"AT PANEL EDGE5 AND 1 T AT within 12 inches of corners and at spacing not exceeding 4 feet on center. 8d INTERMEDIATE 5Uf PORT5 IN THE PANEL FIELD 19 FOR ROOF SHEATHING WITHIN 4'-0"OP THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0'ON EACH 51DE OF THE ROOF PEAK,THE 4'-0"PERIMETER 2668 ROOF NOTES: EDGE TONE ATTACHMENT REOUIREMENT5 SHALL 6E USED. 2068 2468 DOWN ESIGN LOAD GALCULATiONS INEN GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER r:. ENTIRE ROOF R D CEILING SHEATHING 20G8 cs.D. E g C c o. GYP5rJh9 WALLBOARD I 5d COOLER5 7"EDGE j 10"FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(It�f) � m LL SHEATHING WITH ICE � WEATHER SHIELD AT ALL PERIMETERS I AND VALLEYS. WALL SHEATHING EXTERIOR 60 5-2 BEDRO ;. .... . EX BALCONIES N!E STRUCTURAL PANELS I Iga.'GaIv.Roofrrng naal " DECKS 40 2468 � • ALL OVER HANG DIMENSIONS ARE AS INDICATED; 1 112' f.12"x 1.5'L_x.711 G'head7 3 EDGE I G'FIELD _ ATTICS WITHOUT STORAGE 1 O 2,_1� „ v I X8 FASCIA AND VENTED, VINYL BEADED SOFFITS. Gale.Roofr na} ____ __ .__. = CLOSET BATH 125I32° 3°EDGE) "FIELD 2'-e" 2'-6" • TYPICAL OF LAYOVERS - BOLT TO RAFTERS I.12 k 1.751.x.318"ncad} _ _ ROt7M`5(OTHER THAN SLEEPING ROOMS) 4O a' �z, 3068 � FIBERBOARD PANELS 7/1 G" Gd 3"EDGE 1 Gh FIELD o w/8 LAG BOLTS � HERS i25/- 8d 3"EDGE/G°FIELD SLEEPING ROOMS 30 0 = CLOSET _...............__."_.._..,,.. ,_.._..,,._.,..,....,............,......"...."__, _..._...,.."_._._._,,._.. __ __. _,_.._ _. _,,.,.._ _..._.____. _.._._..._._... _,,._,__.__ _ _ ----,,,,,,-----,.__.",...",_,_,,..,,,.,._..,__. ,., BATH � • 7:1 2 PITCH OVER ALL ROOF AREAS GYPS IPA�'JALLBOARD 5d COOLERS 7"EDGE/ I O°i IELD ...,..,,.,....,,...,+........_................................................................ ....,.....,.........................._......... r.........,............ 4'EDGE ZONE- 10 O/C-G"A.t PANEL EDGE5 AND 12"AT INE OfHARDBOARD 5d INTEFMEDIATE5UPPORT5INTHEPANELFIELD CLIMATIC AND GEOGRAPHIC DESIGN GREYER{A — �— — w...__.._ ..............._.,,,,.,,,.,,.,.,,...,.,v. .. w ,..,.,.,....,,...,,,.,.....v,.......,..,_.....,._.,w.,,....__..... „_..............., .,_._._. . GROUND SNOW LOAD 4S Ibs � T� T-I IY<" I'-6" � __. ..................v-, RUNOFF NOTE: 1'-9"`s INTERIOR ZONE- 16°01C-G"AT PAfi',IEL)rDGES AND 12"AT = I �� GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS 8d INTERMEDIATE5UPPOP.TSINTHE PANEL FIELD 3 3— — . — - FADERS DRAIN TO 4" OJ...: ........... _.„..........:...... ... . .._.:. _...:. ._ ...;: PVC FLOOR SHEATHING: _ ..:::....:.;.::..... .. ;.....: ;..... .. -.."...:::...... .... PIPE TO NEW DRYWELLS. _..;..:...............::. .... . ... .. : BASIC WIND SPEED 13 mph STRUCTURAL PAPfEL5 1"aR LE55— __ _. _. _ _ 'd__.___._.._,___ G"EDC-E j 12"FIELD — Exr�o5ure Cate a 6 TW2521 O TW2521 O TW25210 1 RUNOFF CALCULATIONS: SEI5h 1iC DE51GN CATEGORY 8 8'-1 W" 9'-I a<5" 9'-1 D4" 8'-I�^ * Nalrn9 ree;urremert5 are#used on!wall sheathing"led G inches O.C.at the parcel edge. If wall,sheathing is Palled 3 aches O.C.at the panel edge to obtain xl ' I G X 8' O'5� — f Ions higher shear capacttocs,nailing recp.�rementa for structural mem�ers sha?I be doubled,cr al - - capacity — 3OO gal tiPJEATHERIPJG SEVERE gallons no _ .._....._. r .-- ._....._.___..__. ... _.._.____.._....--..__ .__.... _..___.._.._ -- . . ... ._..._.. TERM TE}NE MODERATE TOHEAVE' - y DEPTH @ I a t When wail sheathing is,contcrruous over corn+ected members,the tabulated number a,earls shall be permitted to be reduced to 1-I Gd Hart per fcot. 1578/ 3OO — eJ 3 ICE BARKEEP,REQUIRED YES SECOND FLOOR PLAN Runoff Containment Requires: (2) 3'-0"deep x 8'-0" O ring OR equal SCALE: 4" = I '-0" (provides 1 800 total capacity) 4 0 ROOF VENT 2x 12 RIDGE; SIMP5ON C520 ROOF CONNECTOR U)T. ALL) jI Q 4 BOLT ALL CJ TO RR w/ 2-2" CB 1 12 R-30 GATT INSULATION 2x8 ('P 7 PROVIDE VENTED BAFFLES ATTIC _ WITHIN CEILING, ALL AREA5 O° 26 INSULATION,AfTHRU ALL -30 BDTT —�` I 0� CEILING AREAS 2x8 GJ/CT @ 16" O.C. — SIMPSON H7 CONNECTOR BATH 4 --` I BATH 3 ( I I IA, CENTER 13EA EDCVEN VENTED VINYL O.C' SOFFIT; G" OVERHANGS 1 112 b I I/2 I I/4 1 1/4 1 114 ¢1 112 1 112 I -7 � �@�� BEDROOM ol o CLOSET 3- 2x8 HEADERS ABOVE 1 I I p� 0 WINDOWS; C520 STRAPPING 0 1 0 1 1 2�� 2x4 INTERIOR STUD � 1 9 PARTITIONS,�' GYP. o BOARD EACH SIDE rn 5HC�WER I R-49 BATT INSULATION IN KITCHEN RAFTERS PROVIDE C51 G FLOOR SECOND FLOOR PARTITION WALL 4" PLYWOOD SUBFLOOR TO FLOOR STRAPPING w/ R-10 INSULATION 92"TJI 230 FJ @ I G" OC 3 I I/4 I I/4 I I/4 3 2 DRYWALL ON EACH 3- 2x 10 HFADER5 ABOVE 51DE — WINDOWS t DOORS; 4- 9 2" LVL IEADER COI 4 i C520 STRAPPING 2- 14" LVL HEADERS w/ FLUSH O C ILING 4 2- 1 1 2' LVL HEADERS STACKED 2x6 STUD FRAME EXTERIOR ABOVE; 3-4"x2G" PLYWOOD FLITCH WALL @ 16"O.G. w/ R-2 I INSULATION, PLATES FLUSH TO CEILING, UPSET 1 INTO WALL PLATE ABOVE -2"xG FINISHED DECKING KITCHEN BATH I LAUNDfY_— A� —1 8 CDX PLYWOOD SHEATHING, HOUSE STAIRS CONTINUE 4 _ WRAP t 51DING AS SELECTED; BEHIND WALL ON 2x6 ACQ DJ I G" OC — —�--- r----i I i 3i 2" GYPSUM EOARD ON INTERIOR I I I 2x6 ACQ SILL PLATE PROV. H4 CONNECTOR 11 1/4 I1 1/4 �1 1/2 I I/2 �1 1/4 1 1/4 `P1 1/2 4 F.A.I• OVER TERMITE SHIELD 4" PLYWOOD 5UBFLOOR OVER SILL SEAL; 2- 2x8 ACQ GIRDER 51N I ( w PROVIDE 5IMP50N C520 R-30 GATT 118" TJI 560 FJ @ 16" OC BOLTED THRU POST w/ D.W. I I W•M W/ LPT4 CONNECTORSft (2) -7' CARRIAGE BOLT5 SHOWER I R-30 BATT INSULATION 5' DIAMETERANCHOR BOLTS NOTCH POSTS W/7" MIN. D=PTH @ 48" O.C. FINISHED BASEMENT o FOR GIRDER FI RST FLOOR W/ MIN. 3"X3"x8"WASHER @PLATE m C.o•I 2 1 1/4 3 2 1 1/4 3 2x4 ACQ STUD FRAME PERIMETER UNFINISHED 1 8" POURED CONCRETE WALLS @ I G" OC. PROVIDE R-1 5 INSULATION BASEMENT 6x6 ACQ POSTS 4 FOUNDATION WALL WITH 4 _ TO NEW SCHD �2" DRYWALL TO FINISHED SIDE; SEAL 0 5IMP50N ABU44 4 APPROVED SEPTIC KEYWAY E I'-4"X 8" FOOTING; CONCRETE WALLS w/ MOISTURE BLOCK ' BATH PROVIDE 2- �4 REBAR WITHIN WALL CONNECTOR(TYP) SYSTEM AND FOOTING. DAMP PROOF PRIOR TO FRAMING H C.I. 1 2" 50NOTUDE w/ POURED HOUSE PERIMETER OF ALL AREAS TRAP CONCRETE FOOTING *NOTE: CONCRETE SHALL BE q 20"x 20"x 8"d. PC = 3,500 P51 @ 28 DAYS (TYPICAL ALL FOOTINGS) 1 FOOTINGS SHALL BEAR ON 4 2 I UND5TURBED SOIL WITHIN HAUNCH FOOTING •C I BEAP,ING CAPACITY OF RUNNING FULL LENGTH -9HOWE 1 .5 TONS PER SQUARE FOOT OF WALL ABOVE BUILDING 5 E CT I O N "All �P F NFw r , CTM# 1 0 - -4-69 oarz BASEMENT SLOPE" 114" PER FOOT PITCH TO DRAIN 2 SCALE: i.I - I '-O° 4 ✓ '� z PLUMBING RISEN DIAGRAM NOT TO SCALE NJ MAZZAPERRO,P.E. Zfp�O N0 057Oq<5 PROFESSIONAL ENGINEER oeprza A P O BO%57,GREENPORT NY,11944 R � 51-7 5596 [N R-ar Mn n u 9 1 OFESS ION N PLAN 4 DETAILS SHEET NO NEW Residence Sunset lane A-3 Greenport,NY 1 1944 I CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS PROVIDE 1/2" SPACING BETWEEN THE END STUD UPPER SHEARWALL AND THE 2 OTHER STUDS BOLTS �N NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD CORNER BRACKET RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR RIDGE FASTEN WITH (2) 16d RIDGE ° COMMON NAILS @ 6" O.C. � SIDEWALL ENDWALL THREADED ROD SHEAR WALL CORNER CONNECTION f— DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING ANCHOR CORNER BRACKET KING STUDS BOLTS LOWER SHEARWALL CRIPPLE STUD SHEARWALL TO SHEARWALL RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS N.T.S. RAFTER JACK STUDS TOP PLATE TOP PLATE E) \�\ WALL STUD �\ �\ 3/8"DOUBLE LYWOOD SPACER TYPICAL HEADER WALL STUD 0 0 TYPICAL HEADER CONNECTION OR AS PER PLANS MT524C RAFTER TIE TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION BY 5IMPS0N OR EQ. III RoU I TYP. AT WIN. HDR. cN op WOOD HEADER/ WOOD BEAM REFER TO FLOOK PLAN I II R.R. AT I G" O.C. AS PER PLANS 2ND. FLOOR WALL STUD I (2) 2 xG JACK STUDS I' 2"xG" KING STUDS DBL. TOP PLATE AT HEADER DETAIL (TYP TO DOTh SIDES) F— SECOND FLOOR OR 2ND. FLOOR PLATE I AT SINGLE STORY SUBFLOOR NOT TO SCALE WOOD JOIST WOOD JOIST RIM BOARD BLOCKING 4•—0" DBL. 2XG TOP PLATE I. I I I/4"X24" 20 GAGE JOIST HANGER I HEADER STRAPS TYP. 1ST. FLOOR TOP PLATES TYP I' WNoow AT 2ND FLR. EXT. GIRDER/HEADER USE 8d COMMON NAILS @ G" I- oPEriNc WALLS .. WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD O.C. AT FIELD AND 4" @i,,,-2"XG" WALL FRAME @ I G" O.C. EDGES -REFER TO PLANS FOR DESIGNATED AREAS I i I i I 11/4"X24" 20 GAGE 2XG BLOCKING TYP. JACK STUD STRAPS TYP. AT SEAM AT ALL AT 2 SIDES OF OPENING JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG. CORNERS o Z TYPICAL MULTI-STORY CONNECTIONS 2XG WD STUDS AT I G" O.C. TYP. RIM JOIST 1 1ST. FLOOR WALL STUD 1/2" CDX EXTERIOR GRADE PLYWOOD SHEATHING I 1/4"X24" 20 GAGE — . HEADER STRAPS TYP. TYP. 1ST. FLOOR PLATE RIM JOIST AS PER PLANS AT EACH STUD � SUBFLOOR — — REMOVE EXISTING SHEATHING WALL STUD WALL STUD 0 RIM BOARD WALUHEADER AS REQUIRED TO APPLY STRAPS BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR e DOUBLE SILL PLATE NOT TO SCALE DOUBLE JOIST ---e DOUBLE JOIST FOUNDATION WALL NAILING DETAIL (ELEVATION) NOT TO SCALE TYP. WALL FRAME-REFER TO SECTION DETAILS TYPICAL WALL STRAPPING DETAILS NEW WINDOW: REFER TO PLANS FOR DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE TYPE AND SIZE I X3 MIN. PRE-PRIMED TRIM AROUND EXTERIOR OF WINDOW TYP. 14 TYPICAL 2 1/2" NO. G WD SCREWS TYP. AT I G" O.C. MAX. 3" FROM END TYP. I/2" PRECUT STRUCTURAL PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS AND GLASS DOORS. P� of NFL y t' J. Mq 0 9 ' r 8 p �O 057O9y ��FESSIONP� TM# 1 -4- 15wei avlsa" va.e z 3 GLAZING PROTECTION DETAIL - NOT TO SCALE N.J.MAZZAFERRO,P.E. PROFESSIONAL ENGINEER P O BOu 57,GREENFOU NY.1 1944 316 95 5596 [MPII mu u.®.•mm SCN[•" 5TRAPPING 5hEET NO NEW Re51CJer Ge 5ur5et Lane A-4 Greerport,NY 1944 .� :tom ..• � 4 • .'T-may � � IL .e ' PV �, ,,•� � °�`,`�a _� '�,._ ,�,� '� ` �•<� 4z+' .;� �t� ;. • � ����. �C'1 � A ��:� 4. _ . .* �� e .� t_w�`1A4'M �`a .� •� �� ` ' k �...Lvt ..,A�r.�� �! . (�� 4• f r A*"'� d � NO r_ � - + - %� I `�4. 4 'ilia^ .Y � LLIII h r I� i. l 4 pr' <j• r tt 14-V- -IV? �� - � � :�_ �, -- � _ � _ x. 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