Loading...
HomeMy WebLinkAbout50964-Z hod*Of 30U1 Town of Southold * * P.O. Box 1179 0 53095 Main Rd ���c0urrn NE''� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46737 Date: 12/15/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 65490 Route 25 Greenvort, NY 11944 Sec/Block/Lot: 53.-5-12.6 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/24/2024 Pursuant to which Building Permit No. 50964 and dated: 07/17/2024 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: Addition and alterations, including sunroom, to existing single family dwelling as applied for per ZBA #7850, dated 5/16/2024. The certificate is issued to: Breezy Shores Comnty Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50964 07/17/2025 PLUMBERS CERTIFICATION: Au h e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT H x 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#: 50964 Date: 7/17/2024 Permission is hereby granted to: Breezy Shores Comnty Inc PO BOX 925 Mattituck, NY 11952 To: Construct addition / alteration to existing seasonal dwelling (Cottage #14) as applied for, per ZBA#7850. At premises located at: 65490 Route 25, Greenport SCTM #473889 Sec/Block/Lot# 53.-5-12.6 Pursuant to application dated 5/24/2024 and approved by the Building Inspector. To expire on 1/16/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $333.00 CO-ALTERATION TO DWELLING $100.00 Total: $433.00 Building Inspector oF so�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �yC4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD . CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Breezy Shores Community Inc Address: 65490 Rt 25 COTTAGE#14 City: Greenport St: NY Zip: 11944 Building Permit#: 50964 Section: 53 Block: 5 Lot: 12.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Indoor Basement r— Service r Solar (— Outdoor I✓ 1st Floor �1 Pool r Spa (— Renovation F 2nd Floor Hot Tub r Generator Survey Attic r Garage Battery Storage Ir INVENTORY Service 1 ph [— Heat Duplec Recpt 4 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph I— Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Other Eguipment: (1)1 15ArcFault & (1)1 20Breaker Notes: Vaulted Ceiling Front of Cottage Inspector Signature: X J Date: July 17, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 65490Rt25Cottage 14FrontRoom OF SOUIyO� * .'TOWN OF SOUTHOLD BUILDING DEPT. couNr+,��''�� 631-765-1802 INSPECTION OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ } FOUNDATION 2ND [ ] INSULATIOWCAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]: PRE C/O [ ] RENTAL REMA KS: L m DATE d Z5 INSPECTOR �O�aOF so0lyo6 TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 �01 (611 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] PdNDATION 2ND [ . ] 7NSULATION/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 INSPECTOR OF SOOI 41 _ # TOWN OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 INSPECTION [ ] 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: cal c DATE INSPECTOR � �o�a0FS0UTyOlo � 6(6 T' " # * TOWN OF SOUTHOLD klLD1NGDtPT. Coorm, 631-765-1802 INSPECTION [ ] 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: v' �Le 1 a� Ids c DATE INSPECTOR OE SOl/Tyolo ' TOWN OF SOUTHOLD BUILDING DEPT. C00urm�� 631-765-1802 (oq6q INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: t jyj DATE INSPECTOR 4 ' 9►'K r •I- to U I L I N t ERMIT ISSUED TO 6ftf Shays COmMY+0,YDATE , 01-1 .. y ADDRESS G!5ggD R+' L5 Grreftfw� N#TV-41y) This notice niust be displayed during construction and returned to Building Dept. to get a certificate of occupancy upon completion of work. I OR's OFFR f. I ON \ OF SOUTHOLD SOUPIOLD. A.N. s t i. I e w -a Ilk �i A�♦ 1 1' - jr . r 17 1 `• .Tr - ia.� t mot" E. _ t ,t fY Yy s Ai w 1 i a • `yam e vk 1 N k ) a . f � , it 51 5 3! �� : � !' �✓ r. 7' .I�s.�"". sir �^�, •�' t. 40, 77 � r' tom ) X e; kF• - ''� : ar ` o r ♦ > _ �- _ '~ '.�-s .� mot' jV Y f 1 r 1 _ t f t� i� ♦Y� •fin� �� ,l�Y �,, Ix vt 1 a' 4 ' dIv • C r K s�'X,sa 4 y may' r TO ol i � FSt i } b Ak twt Is w. h;N 11. 1 } _ x . sue. Ja , j`Y a f 5 Y : 83 r ; a ni �i �hs t� ^4 14IWO •t t r9` T � > by� ..� �,'� ' b r.. ...R ... ....r ��RY" i. r ff s „` { , p. „r. e l•. r r d - - �t� t � y �' � . ._M f b \ ;f a4 Yi�� y � .. .n :�_ t r' ��� _ v� �ff � ll Tt' i u' �. d ,: � �...,..,� F _.'��'. ��/'i�� r °� ? :.�; a r >"��.s.= ��� x� r � r�, z �, ��,.. �, � � �; �f V�?� .G .. a� �. a`. �� �.. i .r'= A �'4:�.. �� ��43 irP. �, _ '���Y ram{ 4 7 st�'.�.. t�; '�_ t �� �a k j i �� � .iY� t �V Y e ' 4 �� 5 . �� ,}�,,+ \ �� , , r � � �*�t s �: . r 1 ! � �' 1 _ �'F� �1�e �k < < ��j � �'• i; l a I .,.= � �> �►,; < —,��, � E, ;� �, . Tiff �'k r2 -. .. 13 �. .. .� v. l .."�'�='� 4 j .� ;:.� 5 ��� �.. � � ���,y �:�' .y / � � t {i:i� � � a,; r .� . . a � t � ,��• .� � �� � � ��� �� �� `g� ,�. S � �• �� �K '� x' �` - r t ,t .,, i. ,�,. '•'� f i -,�,, �" p A 1. A s h t AIS 41, - R . S • ..'e�Yr`,w �h"�F•a r •i1Y-y���'�'�,,�_,,��,��a` ' / - 1ia,d •..: s e«xe.: ,t.-..:...•-5f�w •�$��!7?ti�p; "�,.w,y�ar.«..n.er �`. .. '--rwwAAd ftl6wit s. w• � ot y R � r fr ti i t '4 M�'h ` 11 5 a� N �wlj IPA �I - c ++' ', tr'• '����i.+fir c t�- '*, a, 1 r f r r C > �'•i?; °� "� s'.'. .rta.*�ri It ;�_,; v� k''�.;, %.+i yij,•6 * k ,f ! I(,..'.' 1. _••i�'-•..ems "> [-.. 1. f+�' I:A .,. 'i;+.,-`•'. i `...,,,,*�s,.r Y_�,y+,i'S� "�'c�^�% "* �a � �. � �.rb� �,.��? i;jw' � t4�.:'1 � ''*-'. - lr 3 � I. �� J►,r �r. ` ?Y�J- 5�{,�, n r.n�y � a..y� 1 „���lr� �`g�f ��'�Sl��� �� '�-'•l� k � _ ..+_ •� r• - r 11 1 F r' e X _v Y Y � a f MR f A"et, "�' 016 * ,. , W . vw '` .. _•,.."' fie"!i 4 ,i w, JJ a iL ...rep •A„ i� p..y, ��. " i..i�` s, - t; '+f � pv 0� OIL"16--l?, UU I I L.JLJ Ld Building Department � J O 6 Town of Southold f s„ 44 0 CT - 1 2025 �,, LlBuilding Department Town of Southold 7 � � _. BATTERY s.� as ' rly�- r SMOKE ALARMS l 4� i � 1 s A ISPRI lMI * >a,yoolif ........ rr rrwr Depa Id -:#50 sary _ ►IIlElYtOM '� '(� DE1lCTlQN f• , q Lf u� r�r IRIr'� o q 4`. 14 •'mow J: }, R' t '•.1 yti \ f of io t 1 1 ..Y• 8' 'Tr 1 � j e•t� !py , S r . .. 94 � ► ! 4 A. J a 4 r `-P u u �{ Xh M� ?' 40 t Y fi` A. jT .c r � b 3 t tl !1 , f�! ♦ �jj T � s , a y� IR it N wr 4. # � • � a �l�R � { L 2 , wNit r l _Arl.. ♦ ' tlt . �.0N �- Pile. AO c r lw� a R 1 MELD INSPECTION REPORT DATE COMMENTS .� L FOUNDATION (1ST) cn i 3 --------------------------------- cn FOUNDATION (2ND) z l l I/Mwlp� IG v`o Q � ROUGH FRAMING& �a PLUMBING v l r INSULATION PER N.Y. STATE ENERGY CODE y on K ` FINAL ADDITIONAL COMMENTS e�p 0 : r z Z �• 5"• �l S 'al � "' - -a5 Pd $ - E\W C��G�aS GS oF sm p-jhe� s re-c-' �1 H O y� y x d b PROPERTY ORMATION INF Existing use of property: RESIDENTIAL DWELLING Intended use of property: RESIDENTIAL DWELLING ;Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R`HO this property? ❑YesJRNo IF_YES, PROVIDE-A COPY. 8 Check,BOX After Reading The owner/contra ctor/designprofessional is re"sponsible for ell drainage and storm water issues as provided,by ' Chapter 236 of the Town:Code: APPLICATION IS HEREBY.MADEto the Building oeo*itmenf�forthe issuance of a suilding Permit pursuant to the Building Zone Ordinance of the Town`of Southold,Suffolk;County,New York and otherapplica6le Laws;.Ordmancesor Regulation„jor the construction of buildings, additions,alterations'orfor removal ordemolition as herein described:The applicant agrees to comply with ell applicable laws,ordinances,.building code- housing code and regulations and to admit authorized inspectors on premises and in 6uildin jw for necessary inspections.Felse statements made herein are -.,punishable as a'dass A misdemeanor'pursuant to Section 210AS of the:New,York-State Penal Law. FRANK W UELLENDAHL_ Application Submitted By( i e): ®Authorised Agent ❑Owner Signature:of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 Qualified in Suffolk County j S5: Commission Expires April 14,2 64 i COUNTY OF._SUFFOLK ) FRANK W UELLENDAHL 'RA being duly sworn, and,says;tliat(s)he is the applicant (Name'of individual signing contract)above named, (S)he;is the ARCHITECT (Contractor,Agent,'Corporate'Officer,etc.) of said owner or owners,and is duly allthorized'to perform or have performed the work and to make and°file this application-that all statements contained:in this:applicationare true to the.`best of`his/her knowledge and belief;and that the work Will be performed in the manner`set forth inthe application file.-therewith. Sworn before me this (D day of :Notary Public PROPERTY.OWNER AUTHORIZATION (Where.the applicant is not.the ovunee) JENNIFER WAGNER AND NICO SCHWEIZER 11 LEWIS LN,.GARRISON,:NY 10524 I, residing at FRANK W UELLENDAHL do hereby authorize . to apply on my behalf`to the Town-of Southold Building Department for approvaf as described herein. ��e�tiW � �LUWvV ` March 5,2023 Owner's Signature Date . Jennifer Wagner Nico Schweizer Print Owner's Name 2 s 1. of � TOWN OF SOUTHOLD—BUILDING DEPARTMENT 0`9' o� y., Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownU.gov Floodplain Development Permit Application PROPERTY INFORMATION,., Flood Zone: ZONE X FIRM Panel: SCTM#1000- 53-05-12.6 Address: 65490 ROUTE 25, BREEZY SHORES #14 City: GREENPORT, NY zip: 11944 CONTACT PERSON Name: FRANK W UELLENDAHL RA Phone#: (631) 680 0041 Mailing Address: POB 316, GREENPORT, NY 11944 PROJECT DESCRIPTION: RECONSTRUCTION OF THE EXISTING SUNROOM PORCH SECTION A STRUCTURAL DE VELOPMENT,(CHECK,ALL THAT APPLY) Type of Structure Type`of Stru'etural Activity` ®Residential(1 to 4 families) ❑New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) FQ Alteration to existing structure ❑Manufactured Home W Other: REPLACEMENT OF THE EXT'G SUNROOM ❑ Located on individual lot ❑Located in manufactured home park SECTION kOTHER'D�EVELOPMENT4, CHECK ALLTHAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ® Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below 1,agree-to the terms and conditions of this permit and;certify to the best ofrny knowledge the'information contained in this,applicat on is true and accurate:I understand that no work may start until,a permit isAssued.The permit may be revoked if any,, false statements are made herein:if revoked,alLwork must cease=until perrnit is re=issued. Development shall not.beused or.occuwed until a Cert:of Compliance is'issued.The'permit will expire if.`no work;is.commenced within one yearof issuance:Other permits may be r6quired to,fulfill regulatory`requirements:Applicant gives consent to, ocal authority or representative to-make`reasonable'in"spections ; to verify compliance. Application Submitted c i t nA.am : FRANK W UELLENDAHL RA Signature of Applicant: Date: MARCH 6, 2023 r National Flood Hazard Layer FIRMette F E M A "`Legend2zF°x 41'4'55.90°N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX R n Xone A Yitlth°ut Beg, p h r a sYA9 A A�1 t . MI NiM�L E'0�I HA71a{ D :, ECWLFLOOD, k t ri t7Bls�i ZE Fn DEL 93.Feet) �y�-A�'p AREAS � eguietory h ^A -, 0.2%Annual of 10A annual depth less the areas of less t mmnzFuture Condit] Chance Flood z 1G E Area with Red j ElFeet} OTHER AREAS OF L Levee.See Nc FLOOD HAZARD Area with Floc z ' NO SCREEN Area of Minim f Q Effective LOM OTHER AREAS Area of Undet GENERAL ---- Channel.Culw ti �► � STRUCTURES111111 Lev Dike,(EL�GFeet� 1 Levee,Dke o e z0 2 Cross Section: 1 ] �* ♦ 17-5 Water Surface Tl'u II t5+�4?IIuIC�i,u \* +.� ao- — — Coastal Transr • 0815 ` 'Y. ♦♦ —w--.. Base Flood El, �4 ♦ Limit of Study ♦ Jurisdiction Br ♦♦�r ---- — Coastal Trans. r t' t — ♦�°" OTHER _ Profile Baselir -:Goa eces System FEATURES Hydrographic sEL a Feet} v �{ Digital Data A \ we Fe" � No Digital Dat `C? :`, ♦ tic MAP PANELS Unmapped t `♦ �1f ♦♦ 4a1" The pin displayed on ♦ fit' ♦ ♦ �� t point selected by the � � . an authoritative prop This map complies with FEMA's standal digital flood maps if it is not void as des The basemap shown complies with FEN accuracy standards The flood hazard Information is derived authoritative NFHL web services provide was exported on 7/12/2018 at 9:39:42 reflect changes or amendments subseq N time.The NFHL and effective informatic N become superseded by new data over ti FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 4, 2023 TO: Frank Uellendahl (Wagner& Schweizer) PO Box 316 Greenport,NY 11944 Please take notice that your application dated March 6, 2023: For permit to: construct alterations to an existing seasonal cottage. Location of property: 65490 Main Road Greenport,NY(Breezy Shores Cottage#14) County Tax Map No. 1000 - Section 53 Block 5 Lot 12.6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming lot in the R-80 District, is not allowed pursuant to Article XXIII, Section 280-123 which states; "A non-conforming building containing a non-conforming use shall not be enlarged,reconstructed, or structurally altered or moved, except as set forth below: unless the use of such buildingis s changed to a conforming use." �'lcuw- (�. T� Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 4, 2023 RENEWED: July 25,2023 TO: Frank Uellendahl (Wagner& Schweizer) PO Box 316 Greenport,NY 11944 Please take notice that your application dated March 6, 2023: For permit to: construct alterations to an existing seasonal cottage. Location of property: 65490 Main Road Greenport,NY (Breezy Shores Cottage#14) County Tax Map No. 1000 - Section 53 Block 5 Lot 12.6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming lot in the R-80 District, is not allowed pursuant to Article XXIII, Section 280-123 which states; "A non-conforming building containing a non-conforming use shall.not be enlarged, reconstructed, or structurally altered or moved, except as set forth below: unless the use of such building is changed to a conforming use." Inatw of• Authorize6tignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS ��®f $®Uj�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Le er „J \.�A ®�i \\, \ C®UN� 54375 Main Road(at Youngs Avenue) Nichgas\'�'l amento Southold, NY 11971 (� \ RECEIVED q http://southoldtownny.gov �- V !' Aw a� 2 ZONING BOARD OF APPEALS M Y Q TOWN OF SOUTHOLD (n Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 16,2024 ZBA FILE: #7850 NAME OF APPLICANT: Jennifer Wagner & Nico Schweizer PROPERTY LOCATION:65490 Main Road, Greenport,NY, Breezy Shores Cottage# 14. SCTM No. 1000-53-5-12.6 SEQRA 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 steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 26,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated July 17, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is EXEMPT from LWRP policy review and considered a Minor Action. PROPERTY FACTS/DESCRIPTION: The subject property is located in the R-80 Zoning District and contains 82. 6 acres. It is improved with three dwellings,a brick building,two garages,28 seasonal cottages and 20 sheds. Access to the property is via Sage Boulevard, which is a private road, and the property is adjacent on the south to Shelter Island Sound. The Breezy Shores community is a unique property deeply rooted in the history of the Town. The multiple cottages on the property are pre-existing non-conforming use that was established prior to zoning by the Sage family in the early 1900's. The cottages previously housed employees of the Sage family brick factory, and after the brickyard closed, they were rented as seasonal cottages. In 2000, a real estate cooperative, Breezy Shores Community Inc. was established, and shares were offered as an ownership interest in the Cooperative. The cottage at issue in this application is known as Cottage # 14 as shown on the survey prepared by Howard W. Young, L.S. dated December 12, 2013, and a Site Plan of Breezy Shores, showing proposed improvements including a reconstructed enclosed porch prepared Frank Uellendahl, Architect, last revised March 7, 2023 and labeled A-1 through A-4. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-123; and the Building Inspector's July 25, 2023 Notice of Disapproval based on an application for a permit to construct a dormer addition Page 2, May 16,2024 #53-5-12.6, Wagner—Breezy Shores#14 SCTM No. 1000-53-5-12.6 to an existing seasonal cottage; 1) a nonconforming building containing a nonconforming use shall not be enlarged, reconstructed, structurally altered or moved, unless such building is changed to a conforming use, located at: 914 Breezy Shores, 65490 Main Road(adj. to Shelter Island Sound) Greenport,NY. SCTM#1000-53-5-12.6 RELIEF REQUESTED: The applicant requests a variance to reconstruct the enclosed porch in the front and extend the roof of cottage # 14 in Breezy Shores Community where the Town Code does not allow for any additions and alterations unless the cottage is changed to a code conforming use. ADDITIONAL INFORMATION: The cottages are only non-conforming because there are multiple cottages on a single property where the code only permits one residence on one lot. The ZBA has a long history of recognizing that the age of these pre-existing non-conforming cottages would eventually require some structural and code related improvements over time and determined that variances that were de minimus in nature(prior relief granting no more than a 3% enlargement without expansion of the footprint) were reasonable for modernization and to keep the cottages in good repair and to maintain property values FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2, 2024 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This unique property represents its own neighborhood of 82.6 acres. It contains a substantial buffer of wetlands along the northern boundary of the property, and the enclave of cottages is sufficiently removed from other adjacent neighborhood properties so that adjacent property owners will not be affected by an additions and alterations. The reconstruction of cottage # 14's enclosed porch will not result in any additional square footage being added to the cottage and the roofline will be replaced in kind, which will not change the character of the neighborhood. There is a nearby cottage with the identical roof dormer in place 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing seasonal cottage is a pre-existing non- conforming building with a pre-existing non-conforming use. As a consequence of the non-conforming status, any proposed additions and alterations will require relief from the Town Code. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the alterations and additions is mathematically substantial, representing 100% relief from the code because Section 280-123 prohibits the enlargement of non- conforming buildings with non-conforming uses. However,the existing enclosed porch is currently in disrepair,and will be replaced with new foundations, and new walls and roof, which will match the existing in all ways. In prior decisions related to other Breezy Shore applications involving proposed increases of 3% or less in the size of these pre-existing non-conforming cottages, the Board has determined that such increases are reasonable and necessary for maintenance and updates and are de minimus in nature. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created since the applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the,time of purchase. However,to Page 3, May 16,2024 #53-5-12.6, Wagner—Breezy Shores#14 SCTM No. 1000-53-5-12.6 the extent that a seasonal structure such as this one periodically requires some degree of reconstruction and/or alterations to continue the safe use of the structure, the need for variance relief is not self-created, but is created by Zoning Code that now prohibits an existing use and activities that at one time were not prohibited. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of renovations and additions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT the variance as applied for, and shown on a Site Plan of Breezy Shores, and Architectural Drawings of Cottage# 14, prepared by Frank Uellendahl, Architect, last revised March 7, 2023 and labeled A-1 through A-4. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The cottage use will continue in its current status as an unheated seasonally occupied dwelling. 2. No other alterations or additions may be undertaken without review by the ZBA,except for necessary minor . repairs as determined by the Town Building Department. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon 4' Page 4, May 16,2024 953-5-12.6, Wagner—Breezy Shores#14 SCTM No. 1000-53-5-12.6 written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora, and Lehnert. (5-0) Oesvlie-Kanes Weisman, C airperson Approved for filing 117/2024 DISAPPROVAL A�9-® Scott A. Russell STO>][�I�MIWAT)EIK SUPERVISOR �� MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �1,y�0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) I NAME: Date: (Print) j ,lignalwo Contact Information: (EnMad 8 Telephone Number) Property Address / Location of Construction Site: (;o5 4c) D at i 'P,0 S.C.T.M. #: 1000 ► c_�dh H L District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! 1 ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN i a S.P.D.E.S. Permit through the Southold Town Engineering Department. Prior to Issuance of a Building Permit. Reviewed By: � �WI,1'i� i--� Date: rOR M # CMf P-Tnq ni-tnhpr 9n 16 BUILDINGS DEPARTMENT-ElectrlcatIn�spector TOWN OF SOUTHOLD c JAN 8 2025 . Town Hall Annex-54375 Main Road`=00 Box 1179 Southold!New York 119771-0959 Telephone(831)755-1802• FAX(631)765=9602 " roa#rrobAoutholdtownny cov s®__ andfdteout oldtownnv.aov APPLICATION FOR ELECTRICAL INSPEGTI.ON FELE�CTRICIAN INFORMATION (Au information Required) Date: 0 oZ mpany dame: JAJC. trlclan`s Name: k.IF License No.: ME'_' as I . oo o�� nll m h Elec. Phone No: 1• request In email copy of nartIficate of Compliance Elec,Address.: JOB SITE INFORMATION (All information Required) Name: TCAW ,('"M (•/q' /V t_/L Address: Ca A 4E i L( 54 cr 6 LV -';QK S 1(04Wf_ Cross street: Phone No.: I - y -G S O Bldg.Permlt#: 5 dq 6-` email: bum Tax Map District: 1000 Section: Block Lot: BRIEF DESCRIPTION OF WORK, INCLUDE S " RE-FO TAG '(Plsase`Print Clearly): t{Dc) -(61 :F+ fc--vv , 160 ' Uard Fddtd e: Circle All That Apply: Is job ready for inspection?: YES NO Rough In ® Final Do you need a Temp Certificate?: ' ® YES NO Issued On Temp Information: , (Alt information required) Service Size[]! Ph r3 Ph Size: ® #Meters Old Meter# d []New Service®Fire Reconnect[IFlood ReconnectE3Service ReconnectElundergmund[Overhead #Unde roundLateralsEll rj2f7jHFram9 rl Pole Work done on Service? nY N Additional Information: P�►YMENT DUE�TH APPLiCATI_O� �� g'3F BUILDING DEPARTMENT-Electrical-inspector TOWN OF SOUTHOLD{< J A N 8 2025 Town Hall Annex- 54376 Main Road =00 Box 1179 Southol^, ew York 11971-0959 Telephone(631)765-1802- FAX(631)765-9502 roaer Asoutholdtawnnv oo —seandjMsoutholdtovrmnv.aov APPLICATION FOR ELECTRICAL 1N PE T�„ ION_ ELECTRICIAN INFORMATION (Au Information Required) � Date: s d � Company Name: Electriclan's Name: License No.: Z-- p Elec.ernsli: A "W'"'eaS �,, request rt small copy of Certfff a of compliance Phone No: 1• Elem Address.: JOB WE INFORMATION (Aii lntormation Required) G-��` j c(yy Address: C0 ITA 4E I 6 c.V - S Ffo Cross Street: Phone No.: (,31 - Bidg.Psrmit#:_ 5 017 6-� erneiE: Tax Ma 'District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WOR , INCLUDE 8C2� E FO TAG (Please Print Clearly): kj()C) r+ A-Vu 160 Footage: Chats All That Apply: Is job ready for inspection?: YES II NO Rough In ❑ Final Do you need a Temp Certificate?: ' ❑ YES NO lssued On Temp Information: (Ail information required) Service Size[]1 Ph r13 Ph Size: ____A #Meters aid deter# []New Serviceo Fire Reconnect[Flood ReconnectE]Service aeconnect0underground Qdverhead Underground Laterals 1 M2 f7l H Frame rl Pole Work done on Service? Y r1N Additional lnfornmation: PAYMENT t3UE IAtITH APPLICATION (�� %goo Vtok- CAI \o PERMIT# Address: Switches Outlets h GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments It5 ')A- ,r, c I i PROPOSED --- - - ADDITION 12 C-10 - - W too' WEfIAND SETBACK ly - DWELLING I--=-- ---- GREENPORT NY -- 14 BREEZY SHORES E)(rG ENCLOSED PORCH ARCH TO BE RECONSTRUCTED C79 LRANz L1E11F181V0 MAIN ROOF TO BE EXTENDED p '== === N= 12a�DRO.AVF1n�E = P.W 1 316 944 7 V = (xiTEL 631 NY 18624 Tf1:831-4718624 IN, co co " 1-4iz _ _ OWNERS cza �8'x2)DRYWpl ' ` ® �� _ z smvm oa+EW& LLJ (AA TEL nL�rseo 04 Q C-8 Ali WN NAIEION.AND EQUPiQB 9W1 BE ACCOWCE WRH X 2018 OFRRNATL BU W T---- CODE(IBC)AN0 2D18 PBETd ONA1 _=-=W 681QBUiL C001HE(ECC)AND THE 2020 NYS I1:�_= W SUNROOM RECONSIRUCFION ���=lN E)BSIING S1RIICIURES 1==�==-� � � RUN-OFF CAL=ULMON: `_--"--- C-7 FOR Y OF RMN 1O BE CONHO ON SRE -- COTFACE 475 SF.100%mr-off codfW nt= C-31 7ss a FE y=^=P= 1M10PO D B�'�pp DRYWM 84.5 DA O ' WE(;m IFADFI$FOR ROOF RUN-OFF `- 7M SUE PLAN IS BASED ON THE SURVEY O ! BY YOUNG&YOUNG,NO DEC 2015 ---_ g O BI Dept Copy from LeIA 2® DAM 03/07/2023 F 1 reviewed omits SME'111 44 o SLR rLrs Z File-# —I U PROPOSED SITE PLAN =--� Da 1 o ^ = ScW = 1000-53-05-12 SITE PLAN 6 "--y � TOWN OF SOUTBOLD 0 =_ rruaE SUFFOLK COUNTY,NEW YORK _ Q _-_ A-1 B ILDING PERMIT APPLICATION 0 _= � 0 ®Q DESIGN CRf1ERIA PROPOSED ADDMON GROUND SNOW LOAD -45 PSF. � LIVING AREAS AND DECKS -40 PSF. Oulm OUTDOOR SLEEPING AREA -30 PSF. SHOWER SHOWER WIND SPED -130 MPH SEISMIC DESIGN CATEGORY -B 75 WEATHERING-SEVERE SHED SHED FROST LINE DEPTH-TO 36 EI 14 TERMITE MODERATE HEAVi ■ DECAY-SLIGHT ICE SHIELD UNDERIAYMENT REQUIRED - YES DWELLING El PRODUCTS IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1&2-FAMILY HOUSE-PRESCRIPLNE DESIGN ME GREENPORT, NY THOD 14 BREEZY NY 00 00 WINDBORNE RES 00 00 DEBRIS PROTECTION SCHEDULE ARCHTiECT BEDROOM 1 KITCHEN BEDROOM 1 KITCHEN OFEMN CUr WOOD INCHUAARE TO BETR DOVI ED TTMW� � � THE GLAZED OPENINGS OF THE PROJECT: IX A 316 FASTENER TYPE 1/4'LAG SCREW BASED ANCHOR WITH p�Tpp�NY x 316 2-INCH L11BmMEM LENGTH SCREW SPACING:16 INCHES. 944 M*631-477 8624 El WINDOW SCHEDULE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. OWNS ° GLASS TO BE HIGH PERFORMANCE LOW-E GLASS JQUaFFR WACLRR ° SCREENS TO BE PRONDED FOR ALL WINDOWS AND DOORS � YAER HARDWARE-METRO COLLECTION:ANNUS,SATIN NICKEL FINISH Dk 01 INTERIOR FINISH:WHITE,PRE-ANISHED 7p 718 614 so EXTERIOR COLOR:WHITE S 4 Mark Sae Description Quantity LMNG ROOM LMNG ROOM A wDH2442 DODUBLE-HUNG WINDOW B km Tp B WDH3842 DODUBLE-HUNG WINDOW 5 u� CLG.HGL:7'-3' c CW13 CASEMENT 1 _ D 30'x80' PERMA-TRU DOOR-52200 D 1 ENTRY FOYER ENTRY FOYER E 32'xBO' PERMA-TRU DOOR-52200�D) i ❑E QB (2)2xB HEADER VENT TO MECH AREA LaddWDto LoR W0H3842 er 2 � I I � 166 SF SUNROOM 2%8 F.J.0 12'O.C. I BEDROOM 2 SUNROOM BEDROOM 2 ICATHEDRAL C�LNG I w/BRIDGING r I I I o j 2'RAT SLAB J. CONE.(2)1.75%7.25'LVL HEADER L-———————————————- I ❑D H2442 DA WDH2442 -------------------J �� DATE 0.T/07/2023 SME, 3/16'-V 12'-t' 14'-4' 12'-1' 14'-4' 14'-4' DWG& PROP'D 2G-5' 26'-5' FLOOR PLANS TDats:,151 Dept copy fromtZIBIA] FOUNDATION PWV EXISTING FLOOR PLAN reviewed dom PROPOSED FLOOR PLAN FOUNDATION PLAN 2 IN.m Rle s / 2 M.NO A-2 ®;:9 .niiul.. ,- 111111111111111.,. IIIr11111111111�.. 1111111111111111111111111111111111.. •1111111r1111111111111111lI111i. ® I .niinulnulrnnluunuulrnnl. ,iiulnnlunuluunIA 11 11111111111111111111"""'111111111111111111rr.. .111111111111111111111II IIIII 11111111111 11 .Iiiu111nu1un1m1 onnlnulmulnu,,. aiimnn1uu11unlrununulnulnulnuu.. ' Irin1u1u1runlrnnlul ulruulrlulnmm�nl.. I a�unulnunnn1uu11uumu1nn11nu111... ,.11111111111111111111111111111 11111111111111111111111111/111n. A11�111.,. •1�11111111111111111111111111/11111111I111111111111I1•,- d111111111I111111111111111111111111'111111111111111111111111111t1111111 liliwn11u1►.- •.IIIII111111111111111t11111111111111111111111111111111r i Rill nill111� iniiiiiuiilaiiliiliniiliiilil�iiiiul�iniiill. ..�II�IIIII�IIfilGiliilGiiiiiiiiliifiiliiliiiii�;iifiGlii111111111111111111111111/1111111111111111111. 1111111111111111111111111111111111111r1,. `111111111111I11111111111I111111111r11111r11111r11111r1.. ;'77 1'I - "-"'IiGliiiiGltiilGiliilGiiiiiii11111111/111111111111111111111111111111111111111.. i11111111111111111111111111111111111111111111111. _ iium mm�luumnnlnur•I"•�•'•'•�annllnuunmu - imrunuunlml•�■Ill.�rllllrnuunuum uun umm�lnulrunllm 11nu1r1u1rnnn nnmu1nn11 umnuunulu num ��� nu1mu11nu1nulu ■■■ ulmulruu1r11n rnnunuluun ��� nuluumnnn nlnl �.. nnunuulnumnnu ■■■ nuluulnulun nrnumunnu uuulruululu num ulrnuluulrnnlrnu rnnlrnuunnm n11nu11nu1tm ��� 1uu111u1nu - unu,.,...,.....,.ununu11n1um11nl ■■■ 1uu1uulnnm nnllnullnnlr ulnu1r1u1rl CH - 11111111111111I11111111111111111111111111111I11 111111111111111111111 11111111111111111I � 1111111I1111111111t " - , •'�NW 1 71' 1111111111111111111111111111111111111111111111 ■■■ 11111111t111111111r111 1111111111111111111 ,�� 1111111111111111t1 = AVMX '1 o-1 = 11111111111p1111111111111I111111111111111111111,_....,_....111111111111111111111 1111111111111111111 1111111I1111111111 �_I �_I �_� �_� " - !yl'p,. 1111111111111111111111111111111111111111111111111111/111111111111111111111111I1 111111111111111111 ,•• 111111111111111111 IL��I IL���1 I��JI IL�JI muu11uu1rnnlrnnlrununulrnnmunnnluulruumullnu uumnnmul.,...,.....,.lnnuuulrlum � �� u11nn1nu1mn1u11mn1umm�ulrnuunu1un11nu1uunml nnumnn11nu1ruu1rnu11nu1nu11nn - 111111111111111III11111111111111111111111111111I11111111111I11111111111111111111 1u1milli 111111111111111111111 1-1 !Jle1l.IBel•!!1!!!lea�fll.Irlunrllnrulnrn111rinnrulnrl111rinnl 'In1111111u11111n111u111u111 _ iluuimnimumwin.uinmimuinminnlinnrianuu.°1•I"'i• rI111r111111111111111111H O WNBS airr WAM IMI SOM IM _ '1 Will 7 :I ..iY11111111111... - .1111111111111111111l.: .III 111 I�"'�""'�"1111 I I I•,. 111111111111 11111111111r... 1111111111111111 11111111111r16.. - .1111111111111111111 �11111111111111111111. `1111111111r11i11111 � 111111111111111111111ri.-, 11111111,. 11�11111111111t �111111111111111111111111111.,. _ 11�11111111111L, ��11111111111 111111111111111111111111111111..., ..1i111111111111111111111.. '11111111_._..._._...J111111111111111111111111111111111n: - - i�iulunullnnumm1u11, •Inulmuunulrnnmunnnmunlnulmw. $aUlsinni111111111111111111g11�. �111111111111......11111111111111111111111rp1111u111�„- nan ua.m uaaun.uui.mnnn ua.,unannana.u.a.n.n....n..un.n 'I':7I'11:'';1;'11111111111111111111111111111.�. • - 111111111111111111"�""""�'U111I1111111111111111111111111111111111�""""""1111111111111111111 iq�111111111i11111/1�1111111111111111111111111111 •• - 111111111111111111 111111111111111111 1111111111t11111111 1111111111111111111111111111111111111111 r111111111111111111 1111111111111111111 11111111111111111r - 111111111111111111 ■■■ 1111111111111111t1111111111111111111111 ■■■ 1111111111111111111I■ 111111111111111111 ■■■ t11111111111111111 ���� _ _ lrnnunuun nnuluunlnnlnunuum111111 nlnummlrll lnunrnuum luunmulnln ullnnunnlll ■■■ u1111uunn11nn11n1mu1uu11 ■■■ unmumulnl� 'u111uu1r1u1n ulnnluulm nulrnnlrnml minnlrnnmulrnulnnlrlln rnnunnlrinnl uulunnunuu ■■■ 1nmu1nunl �_ I-I I- I- I-I 11uu1rnumm ■■■ 1un1ruu1uu1rnu1uulunuun ■■■ mnulrnn111111 mmm�umul nn1uu11nun min II��II II��II nlunulnulrl ■■■ mm�nlrnmullnunmulluno ■■■ nnmuluulrl� uluulruulrl_-_•----•-.rinulnnlm 1111111111111111111 111111111111111111111111111111111111111L,_....�_....,1111111111111111111 1111111111111111111111111111111111111111111111111, ' - 111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111- 1111111111111111111111111111111111I11111111111111� 11111111111111111„111111111I1111111111111111111111111111111111111111111111111111111111111 11111111 11 111111111111 Hill 111111111111111111 11111111r1111111111111111111111I11Mm1INI 1um IIIII 111r11111r11111r11111r 'u1un111u111unrlullrmnruuunnlru _ 1 ummnlqum nn11nn11uuunnluulnlum 411lun!141'_11ng11III��I uuluuluumnnlnnlnuluun�.yn11 / - EBA CO � - PROPOSED 1 1 i PROPOSED 1ELEVATION. - - - PROPOSED 1 1/4°WIDE-20 GAGE ADDITION METAL STRAP 0 16'O.C.w/5-Bd NAILS WRAP+NAIL STRAP w/4-4d NAILS W AROUND SILL PLATE Ar ANCHOR BOLT m T/0 GRADE ❑C-14 (2)#4 KEBABS �/ PAIR I S RE RIDGE BEAM RIDGE DWELLING TRAPS ALB RAFTER PAIR 20 COLLAR TIE EACH RAFTER PAIR 5/8'X 12'A.B.®48°oc. GREENPORT NY w/3'x3'x3/16'FENDER WASHER ; P o ASPHALT"GOTO MATCH FXf G (max. 12'from end of sill plates) 14 BREEZY SHORES 2x6 R.R.®16 O.C. z w/R-23 STONE WOOL INSULATION B°P.C.FOUNDATION 1x6 HORIZONTAL WOOD PLAN w/1'-4°X 8'CONE FTG. ARCHITECT r — — (3)¢4 RIBARS 123 CFTTIRALAME +� PABOX 316 FOUNDATION DETAIL •°• GIEMRT,NY 1190 EEL:631-477 6624 ATTIC I I FOUNDATION NOTES OWNERS Jam W90 L _ —J STORAGE LOFT STRENGTH=3000 PST AT 28 DAY AM NCO SDNM C-94 READY MIX CONCRETE DOME IIPlKc L ATTIC ALL mm 2x6 COLLAR TIE RESTFOOTINGS, ONR NDISTURBED ETC SHAl1 TEL 71"4-7360 ®BOTH END WALLS ALL FDORNGS AND FOUNDATIONS Stall BE (2)1.755c7V CONT.HEADER FORMED. o ROOF CONSTRUCTION t 30 YR ARCH'L GRADE ROOF SHINGLE � o ON 15 LBS BIT.FELT IN 13OMPH REGION:6 NAILS PER SHINGLE REOU'D FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION SHINGLES TO MATCH EXISTING ROOF WDH3842 WDH3R2 E 5/8'COX PLYWOOD SHEATHING BEDROOM 2 _0 2x6 ROOF RAFTERS®16'O.C.w/R-23 ROXUL INSULATION 3/4'T&G 1x6 WOOD PANELS ROOF OVERHANG AND TRIM TO MATCH DWELLING ROOF RUN-OFF TO ALUMINUM GUTTER AND WOOD PLANK FLOORING TO MATCH EXI'G LEADERS CONNECTED TO DRYWELL 2x8 F.J.®12 O.C.w R-23 INWTLON SHALLOW CRAWL SPACE wAu CONSTRUCTION' 1x6 T&G HORIZONTAL WOOD PLANKS j 20 STUD WALL®16'O.C. Y RAT SLAB / o R-15 STONE WOOL INSULATION 5/8'COX PLYWOOD SHEATHING BE, 0.T/a7l2023 WATERPROOFING MEMBRANE BLUESION VP100 BY HENRY SUE, 318'=1'O° ' RED CEDAR SHINGLES TO MATCH DWELLING ALL EXTERIOR TRIM TO MATCH EXISTING — — CROSS SECTION [Final RAc Bldg Dept copy from ZBA CRAWL SPACE reviewed docv,nlls►ta .NAME BA File �� A-4 -to / / ------------ PROPOSED ADDITION lil C-10 , -----r❑❑- W I---- - ----- 1-rr r---- I....•-._ -.ram.- CJ 1•rr .--.rr 1.rrr.�rrrr-rrr 1----------- � U N ❑ Cm14 goo' WETLAND SETBACK � DWELLING W GREENPORT, NY 14 BREEZY SHORES �--���� ARCHITECT EXT'G ENCLOSED PORCH o I.rrrr-��_-� � TO BE RECONSTRUCTED C-9 ==~~ ~~ z o � ��-_ o FRANK UELLENDAHL rrrrrrr" 123 CENTRAL AVENUE _ - z 0 P.O.BOX 316 GRENPORT, NY 14 T 7 EL• 631-477 862 8624 \ m u CID w 1_rr_-rrrrr OWNERS Imo.-..-r�rrr 5r � m I;r-�r----- 4, s f� E�� JENNIFER WAGNER ° 8'x2')DRYWELL w 1.= -=���0 a ;.rrr�rrr � NICO SCHWEIZER DOMINIE MAHL cD MARK SMITH / C y TEL- 718-614-7380 C-14 C 8 ;•rrr:r ,� C-14 IS ONE OF THREE COTTAGES THAT WERE Irrr���� ii GIVEN DWELLING STATUS ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ~~W N ACCORDANCE WITH THE 2018 INTERNAT'L BUILDING I J� � J 1� CODE (IBC) AND THE 2018 INTERNATIONAL ENERGY -�����W W CONSERVATION CODE (IECC) AND THE 2020 NYS _ RESIDENTIAL CODE r r r r ,r�rrr v, I.rl..r•�•-� Z ��_��- ® SUNROOM RECONSTRUCTION ® A - IrJEL a C-7 ® IXISTING STRUCTURES o !_ d�Q 48 RUN-OFF CALCULATION: _ C-31 FOR 2' OF RAIN TO BE CONTNNED ON SITE �� COTTAGE 475 SF:100% run—off coefficient= r r u 79.2 Cult. � i -;:=f'rCD g PROPOSED B'x2' deep DRYWELL 84.5 Cu.Ft. 0 _�—� WTfH GUTTER LEADERS FOR ROOF RUN—OFF I-r�r=- t` 9 1 2 DATE: 03/07/2023 SCALE: 1/16' 44 _ a SCALE: N.T.S. I�J.r•.~r� PROPOSED SITE PLAN SCTM# = 1000-53-05-12.6 !:���� SITE PLAN ' I.�r r.~+�Q I.rr rrY�j TOWN OF SOUTHOLD 0rrrr SUFFOLK COUNTY, NEW YORK _� N DWG. NAME o = A-1 B ILDING PERMIT APPLICATION !:� � o DWG. NO I:���o J 1.�i,•UJ 1 o ©�' 1� PROPOSED ADDITION i o W APPROVED AS NOTED C-10 DATE: •I -� B.P.� 5 0 ---------- FEE BY: W �C- 14 NOTIFY idUiLE?!NG DEPARTMENTAT =� " --___---___ 631-765-1II02 8AM TO 4PM FOR THE E--' E'E'-'-' - FC'i_i ^'` INSPECTIONS: �� ' WETIAND SETBACK '-------=-�� DWELLING -TION-TWO REQUIRED '(CURED CONCRETE ----- GREENPORT, NY 2. + I-FRAMING&PLUMBING E 14 BREEZY SHORES i. FINAL-CONSTRUCTION MUST Q , U _����_���- ARCHITECT BE COMPLETE FOR C.O. o {"�.�r�����_�EXT G ENCLOSED PORCH m ,,__��_�_�_� W TO BE RECONSTRUCTED ``ALL CONSTRUCTION SHALL MEET , - C-9 �, -� ----�-� o�� ��_� Z FRANK UELLENDAHL o {"�������� REQUIREMENTS OF THE CODES OF" 123 CENTRAL AVENUE 0 _ o P.O.BOX 316 YORK STATE. NOT P,ESPO",lS:'-_'_ = o GREENPORT, NY 11944 3 U TEL 631-477 8624 7 DESIGN OR CONSTRRUCTON F .3 E.� .: �. a cn -������ ~ ��� _ S2� OWNERS ��� AHC OR ��_ _ W CUD m .----- JENNIFER WAGNER ZER �•T W I �o NI HII$ 2�DWELL DOMINEMAHLI' SEIsUNLAWFUL MARK SMNH�, TEL• 718-614-7380WITHOUT CERTIEI ' OF OCCUPANCY - cry � �� o -----y C-14 IS ONE OF THREE ;------_ COTTAGES THAT WERE - � GIVEN DWELLING STATUS ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN W %OIWPLY WITH ALL CODES OF �F- ACCORDANCE WITH THE 2018 INTERNAT'L BUILDING NEW YORK STATE&TOWN CODES CODE (IBC) AND THE 2018 INTERNATIONAL ENERGY A REQUIRED AND CONDITIONS OP 1 ( ) _ CONSERVATION CODE IECC AND THE 2020 NYS y J O SOUTHOWTOWN RESIDENTIAL CODE SOUiHOID TOWN PLMNWGBOAlf SUNROOM RECONSTRUCTION '���~ � A SOUMDTOWNTAUST€ES N.Y.S.DEC ® EXISTING STRUCTURES RUN-OFF CALCULATION: C-31 "` FOR 2° OF RAIN TO BE CONTAINED ON SITE `� I 1 COTTAGE 475 SF:100% run-off coefficient= O ' 79.2 Cult. RETAIN STORM WATER RUNOFF Ih, a� PROPOSED 8 x2 deep DRYWELL 84.5 Cult. 0 N PURSUANT TO CHAPTER 236 WITH GUTTER LEADERS FOR ROOF RUN-OFF =� �== Of THE TOWN CODE. � o O 2 - DATE: 01/07/2023 BJDCiiI»NL.lIt�QUll�p SCALE 1/16' 4-0' O & SCALE: N.T.S. a PROPOSED SITE PLAN O SITE PLAN All riot 1 ghting SCTM# = 1000-53-05-12.6 $1 ed,rep aced or TOWN OF SOUTHOLD o {�� � DWG. NAME _ tepai ed.shall onform SUFFOLK COUNTY, NEW YORK ���N -'N I -���� A-1 Chapte 172 O B ILDING PERMIT APPLICATION DWG. NO of e Town Code ,._J� 0 'z:E-©j PROPOSED m ADDITION DESIGN CRITERIA: W 0 OUTDOOR OUTDOOR GROUND SNOW LOAD - 45 PSF. W SHOWER SHOWER LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. ■i WIND SPEED - 130 MPH a SHED SHED SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE N C■ 14 FROST LINE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT DWELLING El ICE SHIELD UNDERLAYMENT REQUIRED - YES W `I DESIGN IN ACCORDANCE WITH AMERICAN FOREST GREENPORT, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 14 BREEZY SHORES 00 00 FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 00 o 00 WINDBORNE DEBRIS PROTECTION SCHEDULE ARCHITECT BEDROOM 1 KITCHEN BEDROOM 1 KITCHEN o FRANK UELLENDAHL PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS r 123 CENTRAL AVENUE OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER o P.O.BOX 316 THE GLAZED OPENINGS OF THE PROJECT: 21 GREENPORT, NY 11944 FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH m TEL 631-477 8624 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, WINDOW SCHEDULE w OWNERS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 SERIES. JENNIFER WAGNER NICO SCHWEIZER O GLASS TO BE HIGH PERFORMANCE LOW-E GLASS DOMINIE MAHL SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS o MARK SMITH HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINIS TEL 718-614-7380 o INTERIOR FINISH: WHITE, PRE-FINISHED EXTERIOR COLOR: WHITE 3 LIVING ROOM M LIVING ROOM Mark Size Description Quantity Y ACCES TO A WDH2442 DODUBLE-HUNG WINDOW �aw� PAS CLG.HGT.: 7'-3" B WDH3842 DODUBLE-HUNG WINDOW 3 El Rf C CW13 CASEMENT o y ENTRY FOYER ENTRY FOYER D 3o"xao" PERMA-TRU DOOR - S2200 (TBDCIO cc, o (2) 2x8 HEADER VENT TO MECH AREA a WD3842 WDH3842 Ladder to LoftC4 .ryaL2 1, C3 Icl- _ I I c N 166 SF SUNROOM J o N 2x8 F.J. @ 12" O.C. I I cm BEDROOM 2 SUNROOM BEDROOM 2 CATHEDRAL CEILING w/ BRIDGING I I N o I 2" RAT SLAB CONT. (2) 1.75"x7.25" LVL HEADER L----------------� o DH2442 WDH2442 ———————————— —————— DATE: 03/07/2023 14'-4" , -ram SCALE: 3/16"= 1'-O' " 12'-t" " 14'-4" EXT'G & PROP'D 26-5 26-5 =o FLOOR PLANS FOUNDATION PLAN EXISTING FLOOR PLAN PROPOSED FLOOR PLAN FOUNDATION PLAN N Q DWG. NAME N o(n A-2 o DWG. NO 0 8� j� PROPOSED � o Lu ADDITION W J �U �W m U W DC- 14 W DWELLING W GREENPORT, NY w 14 BREEZY SHORES ® � ® � ARCHITECT ■ ❑ ■ ■ CD FRANK UELLENDAHL 123 CENTRAL AVENUE Li- P.O.BOX 316 11 1111 11 1111 11 11 IT 11 11 1111 IIITII 111 11 1111 11 11 IT 11 1111 11 2 GREENPORT, NY 11944944 ❑❑ m TEL 631-471 8624 W OWNERS JENNIFER WAGNER NICO SCHWEIZER EXISTING NORTH ELEVATION EXISTING SOUTH ELEVATION o MARK J DO MARL RK_SMffH z w TEL 718-614-7380 3 Y A � a Z / � U i CW13 I / � a -- 0 W N IJ -11:1 ® ® if IT 11 ® ■ ❑ ■ ■ O Z C DATE: 03/07/2023 a SCALE: 3/16" = V-0" Mkm 0 W N EXT'G & PROP'D --------------- ------ 3¢ ELEVATIONS DWG. NAME PROPOSED SIDE ELEVATION PROPOSED SOUTH ELEVATION A_3 o DWG. NO U ©Q PROPOSED 1 1/4" WIDE - 20 GAGE m ADDITION METAL STRAP @ 16" O.C. w/ 5-8d NAILS o W WRAP + NAIL STRAP w/ 4-4d NAILS W AROUND SILL PLATE AT ANCHOR BOLT e m •.. a T/0 GRADE � ❑�� (2) #4 REBARS RIDGE BEAM RIDGE " " :Q 14 DWELLING RIDGE STRAPS EACH RAFTER PAIR •. 2x4 COLLAR TIE EACH RAFTER PAIR 5/8 X 12 A.B. @ 48 OC. w/ 3"x3"x3/16" FENDER WASHER. Q o o GREENPORT, NY ASPHALT SHINGLES TO MATCH EXT'G (max. 12" from end of sill plates) :< :, E� 14 BREEZY SHORES 2x6 R.R. @ 16° O.C. 8" P.C. FOUNDATION w/ R-23 STONE WOOL INSULATION w/ 1'-4" X 8" CONT. FTG. ARCHITECT 1x6 HORIZONTAL WOOD PLANKS (3) #4 REBARS o FRANK UELLENDAHL F_ — — -1 r 123 CENTRAL AVENUE o P.O.BOX 316 a ° S GREENPORT, NY 11944 FOUNDATION DETAIL In TEL 631-477 8624 ATTIC FOUNDATION NOTES W OWNERS �L — — J JENNIFER WAGNER STORAGE LOFT STRENGTH = 3000 PSI AT 28 DAY ASTM NICO SCHWOZER C-94 READY MIX CONCRETE. J DOMINIE MAHL ATTIC ALL FOOTINGS, FOUNDATIONS, ETC SHALL o MARK SMITH 2x6 COLLAR TIE REST ON UNDISTURBED SOIL. TEL 718-614-7380 @ BOTH END WALLS ALL FOOTINGS AND FOUNDATIONS SHALL BE (2) 1.75"x7.25" CONT. HEADER FORMED. Y 15UE ROOF CONSTRUCTION QsCL ° c 30 YR ARCH'L GRADE ROOF SHINGLE o ON 15 LBS BIT. FELTi y IN 13OMPH REGION: 6 NAILS PER SHINGLE REQU'D FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION SHINGLES TO MATCH EXISTING ROOF q��� p Z WDH3842 WDH3842 5/8" CDX PLYWOOD SHEATHING IiE 0 2x6 ROOF RAFTERS @ 16 O.C. w/ R-23 ROXUL INSULATION BEDROOM 2 3/4" T&G tx6 WOOD PANELSCk ROOF OVERHANG AND TRIM TO MATCH DWELLING W Q0 ROOF RUN-OFF TO ALUMINUM GUTTER AND g WOOD PLANKS TO MATCH EXT'G LEADERS CONNECTED TO DRYWELL a 2x8 F.J. @ 12° O.C. w/ R-23 INSULATION WALL CONSTRUCTION N N ------------ SHALLOW CRAWL SPACE 1x6 T&G HORIZONTAL WOOD PLANKS M ,� 2x4 STUD WALL @ 16 O.C. 2" RAT SLAB o R-15 STONE WOOL INSULATION ' ' 5/8" CDX PLYWOOD SHEATHING DATE: 03/07/2023 ', M WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY a SCALE: 3/8" = V-0' ,� RED CEDAR SHINGLES To MATCH DWELLING o _ ' ' ALL EXTERIOR TRIM TO MATCH EXISTING Z 3 CROSS SECTION Y CRAWL SPACE DWG. NAME N(/1 SCALE: 3/8" - 1'-0" A 4 r o DWG. NO a� 0 PROPOSED 1 1/4" WIDE - 20"GAGE ADDITION iE METAL STRAP ® 16 O.C. w/ 5-8d NAILS o W WRAP + NAIL STRAP w/ 4-4d NAILS Um AROUND SILL PLATE AT ANCHOR BOLT C T/0 GRADE _ ■Cm 1 4 (2) #4 REBARS EXT'G;((RIDGE BEAM a " RIDGE STRAPS EACH RAFTER PAIR W DWELLING 5/8" X 12" A.B. ® 48" OC. 1 W w/ .a 25 3"x3"x3/16" FENDER WASHER. � o / \ ASPHALT SHINGLES TO MATCH EXT'G (max. 12" from end of sill plates) :a :, EE GREENPORT, NY 14 BREEZY SHORES / \ 2x6 R.R. TO BE SISTERED TO EXT'G 20 RAFTERS, EACH PAIR 8" P.C. FOUNDATION Ep / \ w/ R-23 STONE WOOL INSULATION w/ 1'-4" X 8" CONT. FTC. e ARCHITECT (3) #4 REBARS d ,' r MENDAHL 123FCNEK UK AVENUE / I I \ :. •a.•a o P.O.BOX 316 FOUNDATION DETAIL s GREENPORT, NY 11944 m TEL 631-477 8624 \ o tE 3/4" PLYWOOD SHEATHING ON \ 2x6 FLOOR JOISTS SISTERED TO FOUNDATION NOTES W OWNERS / \\ STORAGE LOFT \ EXT'G 2x4 JOISTS, EACH PAIR JENNIFER WAGNER STRENGTH = 3000 PSI AT 28 DAY ASTM NO SCHWEIZER C-94 READY MIX CONCRETE DOMINIE MAHL / c", \\ \ ALL FOOTINGS, FOUNDATIONS, ETC SHALL o MARK SMffH REST ON UNDISTURBED SOIL TEL 718-614-7380 2x6 COLLAR TIE — — _ — — — — — — BOTH END WALLS ALL FOOTINGS AND FOUNDATIONS SHALL BE — — — — — — (2) 1.75"x7.25" CONT. HEADER FORMED. U 1 :1 w' A 4" ROOF CONSTRUCTION S N f 30 YR ARCHT GRADE ROOF SHINGLE Y` o ON 15 LBS BIT. FELT p IN 130MPH REGION: 6 NAILS PER SHINGLE REQU'D cm FOLLOW MANUFACTORER'S GUIDELINES FOR INSTALLATION SHINGLES TO MATCH EXISTING ROOF of C) WDH3842 WDH3842 5/8 CDX PLYWOOD SHEATHING BEDROOM 2 2x6 ROOF RAFTERS ® 24" O.C. SISTERED TO EXT'G 2x4 R.R. ROOF OVERHANG AND TRIM TO MATCH DWELLINGCo o W ROOF RUN-OFF TO ALUMINUM GUTTER AND Z LEADERS CONNECTED TO DRYWELL W s WOOD PLANK FLOORING TO MATCH EXT'G 2x8 F.J. @ 12" O.C. w/ R-23 INSULATION ' WALL.CONSTRUCTION N N SHALLOW CRAWL SPACE 1x6 T&G HORIZONTAL WOOD PLANKS N 20 STUD WALL @ 16" O.C. o 2" RAT SLAB o R-15 STONE WOOL INSULATION 5/8" CDX PLYWOOD SHEATHING DATE: 03/07/2023 WATERPROOFING MEMBRANE: BLUESKIN VP100 BY HENRY SCAM 3/8° = 1'-0' - 3 2025 DEC — — — — — RED CEDAR SHINGLES TO MATCH DWELLING — — — — — — _ — — — ALL EXTERIOR TRIM TO MATCH EXISTING z CROSS SECTION ^1 o mil -- CRAWL SPACE DWG. NAME SCALE: 3/8" = 1'-0" A-4 g W. NO U