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Home My WebLink About49776-Z ho�,�Of SOUTyO!° Town of Southold * * P.O. Box 1179 o� 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46124 Date: 04/24/2025 THIS CERTIFIES that the building DECK Location of Property: 2855 Nassau Point Rd Cutchogue, NY 11935 Sec/Block/Lot: 104.4 3-9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/05/2023 Pursuant to which Building Permit No. 49776 and dated: 09/25/2023 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: Rear deck addition to an existing single-family dwelling as applied for with ZBA #7771 dated 5/18/2023. The certificate is issued to: John Hochstrasser , Margaret Hochstrasser Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: c utho ' d S nature �o�osuEFe, TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C, 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#: 49776 Date: 9/25/2023 Permission is hereby granted to: Hochstrasser, John PO BOX 183 Cutchogue, NY 11936 To: Demolish an existing deck & patio and construct a new raised patio addition to an existing single-family dwelling as applied for with ZBA and Trustees approvals. At premises located at: 2855 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-13-9 Pursuant to application dated 9/5/2023 and approved by the Building Inspector. To expire on 3126/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $749.20 CO-ADDITION TO DWELLING $50.00 Total: $799.20 Building Inspector TOWN OF SOUTHOLD guFFot,��lky BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY col � ya 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#: 49776 Date: 9/25/2023 Permission is hereby granted to: Hochstrasser, John PO BOX 183 Cutchogue, NY 11936 To: Demolish an existing deck & patio and construct a new raised patio addition to an existing single-family dwelling as applied for with ZBA.,.and Trustees approvals. i e 4pei% hangs nA na d Trustees ap.proVals Noadditional fee required. Y At premises located at: 2855 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-13-9 Pursuant to application dated 9/5/2023 and approved by the Building Inspector. To expire on 3126/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $749.20 CO-ADDITION TO DWELLING $50.00 -- T ��yA1VIENDMENT"IO PERMIT , ' $0. 0 Total: $799.20 Building Inspector ho�aOF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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: F70 r V, \I- T"t lk-es -PU4 Sb Y1 b � i,U p c%�-�f�• DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FO DATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 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: 6 �1'�� AEI G/J� �wm_ I94wv4--c, wag �►� J DATE 10 lq INSPECTOR ho�aoF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I 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: DATE 12, INSPECTOR l E_LD INSPECTION REPORT DATE COMMENTS O.ia.a-3 FvA6 ,5 Ok. Oi- -:o-bA& I1_1J�- d us e vF 20 ,utason r �v We'd ole�,k• FOUNDATION (1ST) -- — -- --------------------------------- FOUNDATION (2ND) z � o - — c k ROUGH FRAMING& PLUMBING --- -- — C) - � 1 INSULATION PER N.Y. - --- -- STATE ENERGY CODE - - I FINAL ADDITIONAL COMMENTS O C1 lk- Ar S --- -- ------- -- -- -- -- b H ��gUFiDL��,D ��a � ,• TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �*► �� Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.southo'ldtownny.gov Date Received APPLICATION FOR BUILD, i g A For Office Use C tv„ ° �- `P �E PERMIT NO Building Inspector p 1 _ �!I a n fit•^.`'� i- ��r 'r SEP Applications and forms rnustbe filletl out in'their entirety Incomplete — -gw�� 3� —=� ' applications wrll not be accepted rlNhere the Applicant�s not th`e.owner'an '" '`"°-`i' ��,y�V' O rr er's Authorization for m(Page 2�shall ba c�ompleCed� f 'E .. . 131L iir�g®eparfineelQ ML so�thola - Town of Date: Z 2 OWNERS)pF PROPERTY '¥E ., xr. 5 @E L A Name: SCTM # 1000 a O C! S' SSA _ . ._ ( 4�_. � 'J_ .. 9 . . , Project Address: rl a Phone#: Email Mailing Address: CONTACT PERSON+ + a'E yE 4 VP Name Mailing Address: PLO- R Q d 0 Phone#: `� 68o Email: /IBC V,,e& +JI/2r-�-- , DESIGN PROFESSIONAL INFOftMAT10N _ Name: Mailing Address. 4 ,Ale Phone# Email OE'J`O�V / _.. CONTRACTOR INFORMATION .. :E.'.:' " z 1 � '7 n Name: Mailing Address: Phone#: Email: DESCRIPTI PROPOSDCONSTRUGTION ;. r ON OF air 'New Structure ❑Addition ❑Alteration El Repair %Demolition Estimated Cost of Project: ❑0t h e r!'A5/"IO V,L �X lP77i11 G,[7 C.��PAll : CO�1 Tr. Al1=lU l,J�eJ� $ Will the lot be re-graded? ❑Yes RrNo Will excess fill be removed from.premises? ❑Yes ,?NO 1 i PROPERTY INFORMATION Existing use of property: Intended use of property- r — Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? CJYes LXNo IF YES, PROVIDE A COPY. R Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by TiRl Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a liullding Permit pursuant to the Building 2or 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); ?/CL,IA,�[ ,4t• kl,41A C/C J�Authorized Agent C�Owner Signature of Applicant: 4��, •�� Date: •TATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.01 BU6185050 ;OUNTY OF. .-) Qualified in Suffolk County Commission Expires April 14,2 �a --- 4C A /1•�C26 _ being duly sworn, deposes and says that (s)he is the applicant Vame of Individual signing contract) above named, ;)he is the1►- (Contractor, Agent, Corporate Officer,etc,) ^� f said owner or owners, and is duly aLlthori ed to perform or have performed the said work and to make and file this pplication; that all statements contained in this application are true to the best of his/her knowledge and belief; and iat the work will be performed in the manner set forth in the application file therewith. gq iv�orn before me this Qj6—day of l `t 0 , 20�2 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is riot the owner) — residing at f? ��• �G?C /� __ 7-Ch 0& •/yy 119 _do hereby authorize •- - --to apply on behalf to the Town of S thold Building Department for approval as described herein. (2 jo.kureL -_ e lrrl �g�jT a�� Owner's Signate Date Print Owner's Name F '. .., .,., ''5:.'�.'_a''y—wstT�'� - x i SJ '° i6."...r�nrncrsre+•+zx. y%�+, m:�.,vrrefc rsna mcrosmv+mr.na�ax - „ye�,. -_ nn�, •. SEP 1 2023 BOARD OF,SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK BUILDING DEPT. '1'03VN'ruF S01,711- L PERMIT NO. 10424 DATE': JUI.;Y 19,2023 ISSUED TO: JOHN&MARGARET HOCHSTRASSER PROPERTY ADDRESS: 285.5 NASSAU POINT ROAD,CUTCHOGUE SCTM#1000-104-13-9 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 19,2023, and in consideration of application fee in the sum of$1250.00 paid by John& Margaret Hochstrasser and subject to # ' V the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: 6 t J Wetland Permit to remove existing 568.8sq.ft.east wood deck and existing 333sq.ft. masonry patio and construct a proposed .1,373sq.ft. raised masonry patio with a French.drain to connect -r.s to am 8"diameter by 6' deep drywell;:with the condition that the current vegetated buffer landward of the retaining wall and the non-turf buffer area'that is seaward of the retaining `} wall remain; and as depicted on the site plan prepared by Mark Kevin Schwartz, received on ` May 31,2023,and stamped approved on July 19,"2023. .,M1 IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these • f presents to be subscribed by a majority of the said Board as of the day and year first above written. ,' EFO(�.�� f ca -, LJ f ' � r x f /f ♦.: r .a N �i'�� Y`C.' c-.e ':fie a .. ..w T ;��Xi' 'uC#S'ft _..o.e .3 1 , F: ..� ♦ C��.m -�e.`1t �Ps ,!�� N�§°` toe � ,:,` b -a°d �6 ..:�.. ry} TERMS AND CONDITIONS el The Permittee John&Margaret Hochstrasser. residing at 2855 Nassau Point Road, Cutchogue,New York as part of the consideration for the issuance ofthe Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released front any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the"said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,-which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the.originating application may be cause for•revocation of this Permit:by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work- herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in r the-location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said.Permittee will be required,upon due notice,to remove or alter this work project herein stated-without - expenses to,the Town of Southold: -- - ---;- 8. That the said Board will be notified by the Permittee of the completion,of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Roma Glenn Goldsmith,President pF SOUry Town Hall Annex A.Nicholas Krupski,Vice President ,`O� ��O 54375 Route25 P.O.Box 1179 Eric Sepenoski 411 Southold,New York 11971 Liz Gillooly Telephone(631)765-1892 Bqbe PCp Fax(631) 765-6641 NOV 2 7 2023 AMENDMENT BOARD OF TOWN TRUSTEES Building Department TOWN OFSOUTHOLD 4� Town of Southold No -ptz_ clue_ November 17, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: 'JOHN & MARGARET HOCHSTRASSER 2855 NASSAU POINT ROAD, CUTCHOGUE SCTM#: 1000-104-13-9 Dear Mr. Kimack: The following action was taken.by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 15, 2023. / RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10424 to construct a 1,373sq.ft. raised wood deck in lieu of the previously approved raised masonry patio; and as depicted on the site plan prepared by Mark Kevin Schwartz, Architect, dated October 23, 2023, and stamped approved on November 15, 2023. Any other activity within 100' of_the wetland boundary requires a permit from this office. ' � 4 This is not an approval from any other agency. If you have-any questions, please do not hesitate to contact this office. i Sincerely, j Glenn Goldsmith President, Board of Trustees GG/dd 12/13/23,2:30 PM IMG 4145.jpg �5 ji �y(.yj 5 Yi f�� a - r i JaM _ ,rill .:7-'•i','.�"t � 1l _ _r. .,,,> >, ''� ►' {- -� .ti._�_ R..�`.�.0 F 1, YI ti. https://maiI.google.com/mail/u/0/#inbox?projector=1 1/1 12/13/23,2:30 PM ` Ll IMG_4146.jpg J f ! Y. A y�.y 1 i https:HmaiI.google.com/mai1/u/0/#inbox?projector-1 1/1 1/97-74 `��®f s®U�y®1 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 A.Nicholas Krupski,Vice President �® ® P.O.Box 1179 Southold,New York 11971 Eric Sepenoski 'e Telephone(631) 765-1892 k1tallb3th'Vo. Fax(631) 765 6641 1 �00um� APR 2 3 2025 BOARD OF TOWN TRUSTEES Building Dgpgrtment TOWN OF SOUTHOLD 'rowan of Southold CERTIFICATE OF COMPLIANCE Date: May 31 2024 #2140 C THIS CERTIFIES that the removal of existing l 373s68.8sq. . east v00d deck and existing ft raised wo d deck- with the condition 333s .ft.mason patio and construction of a ro ose that the current vegetated buffer landward of the retaining all remain;the non-turf buffer area that is seaward of the retaining At 2855 Nassau Point Road Cutchogue Suffolk County Tax Map#1000-104-13-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 31 2023 pursuant to which Trustees Wetland Permit#10424 Dated July 1_ 9 2023,and Amended November 17 2 223 was issued and conforms to all of the ons of the applicable provisions of law. The project requirements and conditi sq.ft. east WOO for which this certificate is being issued is for the the a ero°osed 1val of e373s .ft xisting liaised wood deck•d deck and existin 333s .ft.mason atio and construction• with the condition that the current vegetated buffer landward of wall the eremain. taining wall and the non-turf buffer area that is seaward of the retaining The certificate is issued to JOHN &MARGARET HOCHSTRASSER owners of the aforesaid property. Authorized Signature I { i t NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 wwva.dec.ny.gov May 9, 2018 John and Margaret Hochstrasser P.O. Box 183 r Cutchogue, NY 11935 Re: DEC# 1-4738-03809/00003 , Hochstrasser Property i 1 l ''ll, 2855 Nassau Point Rd. Cutchogue, NY 11935 SCTM# 1000-104-13 -9 Qear Mr. and Ms. Hochstrasser: The Department of Environmental Conservation (DEC) is in receipt of the referenced permit application for upland improvements. However, our records show that a No- Jurisdiction determination was matte for this properly in 2008, and a copy of that determination is enclosed. DEC does not make repeat determinations for the same property.' Therefore, we are returning your permit application. Letters of No-Jurisdiction do not expire as long as the determining feature upon which the decision was based, such as a pre-existing bulkhead or elevation contour, still exists and conditions at the site have not changed. Additionally, a letter of No Jurisdiction is issued for a specific property and not to the owner, and it is not necessary to transfer the letter to a new owner or obtain a new letter. If you have any questions, please contact me at 63.1-444-0403 or sherri aicher(a)dec.ny.gov. Sine ely, Sherri Richer Environmental Analyst cc: Michael A. Kimack FJEVl YQR9i Department of Enviroerror. a.rantuwrt mental Conservation � Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 13, 2023 TO: Hochstrasser, John(Michael A. Kimack) PO BOX 183 Cutchogue,NY 11935 Please take notice that your application dated November 28, 2022: For permit to: demolish an existing deck and patio to an existing single family dwelling and construct a new raised masonry patio with decking at: Location of property: 2855 Nassau Point Road, Cutcho u County Tax Map No. 1000 - Section 104 Block 13 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed new construction to this existing single-family dwelling, on a nonconforming 33,089 sq_ft. lot in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The proposed construction will have a side yard setback of 10 feet. Authorized gnature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ,�� ,� 53095 Main Road•P.O. Box 1179 Patricia Acampora ��V ®�® Southold,NY 11971-0959 � � �[s Office Location: Eric Dantes Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento � ® a0 54375 Main Road(at Youngs Avenue) 140UI��,� � Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MAY 2 2 2023 M AY 2 5 2023 Tel. (631) 765-1809 Awl AOW�nlerk C< I'INDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 18, 2023 ZBA FILE: # 7771 NAME OF APPLICANT: John Hochstrasser PROPERTY LOCATION: 2855 Nassau Point Road, (Adj. to Hog Neck Bay) Cutchogue, NY SCTM No. 1000-104-13-9. 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 February 15, 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 a recommendation dated April 26, 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 Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 33,089 square foot waterfront parcel located in an R-40 Zoning District. The parcel runs 100 feet of bulkhead frontage along Little Peconic Bay, 1 runs 103.80 feet of frontage along Nassau Point Road,runs 348 feet on the North side and runs 372.52 feet of frontage on the South side. The parcel is improved with a one-story frame house, a frame building with garage, a concrete foundation, and a bulkhead with steps. All is shown on a survey by John C. Ehlers L.L.S. last revised July 7, 2008. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and Building Inspector's January 13, 2023 Notice of Disapproval based on an application for a permit to demolish an existing deck and patio to an existing single-family dwelling and construct a new raised masonry patio and decking at; 1) located less than the code required minimum side yard setback of 15 feet; located at 2855 Nassau Point Road,(Adj. to Hog Neck Bay) Cutchogue,NY. SCTM No. 1000-104-13-9. RELIEF REQUESTED: The applicant requests a variance to demolish an existing deck and patio, and to construct a new raised masonry patio with a non-conforming side yard setback of 10 feet where town code requires a minimum side yard setback of 15 feet. L r Page 2, May 18,2023 #7771, Hochstrasser SCTM No. 1000-104-13-9 r AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code by bringing the proposed setback in line with the existing 12.8 feet setback from the side yard which was previously granted as variance relief by the Board of Appeals in ZBA#7176 dated July 19, 2018 for a side yard setback of 12.8 feet. The applicant on May 8, 2023 submitted a plan prepared by Mark Schwartz, Architect dated May 4, 2023, increasing the setback to 12.8 feet. 1 ADDITIONAL INFORMATION: The Board received one letter of support and one letter of opposition from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 4,2023 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 §267-b(3)(b)(1). Grant of the variance(s) relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a residential neighborhood consisting of single-family waterfront homes. The relief as amended allows the applicant to replace an existing at grade patio with a raised patio. The proposed side yard setback matches the existing side yard setback for the house. There will not be any change to the character of the neighborhood. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant has an at grade patio in the side yard location where the applicant is proposing to construct a raised patio across the entire length of the rear of the house. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 17% relief from the code. However, the relief as amened allows the proposed raised patio to match the existing house's side yard setback. 4. Town Law §267-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 V67-b(3)(b)(5). The difficulty has been self-created. 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. 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 a raised patio 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 Dames, seconded by Member Lehnert, and duly carried,to DENY as applied for and GRANT THE RELIEF AS AMENDED and shown on the architectural plans by Mark K. Schwartz, Architect(labeled S-1 and A-i thni A-5, dated May 4, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The raised patio shall remain unenclosed and open to the sky. Page 3, May 18,2023 #7771, Hochstrasser SCTM No. 1000-104-13-9 2) The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and shall implement and maintain controls to prevent discharge into the waterway; i.e., Little Peconic Bay. 3) Approval from the Southold Town Board of Trustees must be obtained. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure 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. 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 variances)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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully 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 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), Acampora, Dantes, Lehnert, and Planamento(5-0). Leslie Karies Weisman, Chairperson i Approved for filing /2023 BOARD MEMBERS ®f SO Southold Town Hall Leslie Kanes Weisman, Chairperson �� ® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantesc Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® a� 54375 Main Road(at Youngs Avenue) NTI Southold,NY 11971 http://southoldtownny.gov ` AMENDMENT1-2 23 ZONING BOARD OF APPEALS ND � ��2 TOWN OF SOUTHOLD October 27, 2023, - -1 -Tel. (631) 765-1809 Michael Kimack 1 Attorney at Law'' NOV 1 3 2023 P.O. Box 1047 Southold, NY 11971 �t �.y;;!a. rt .� De Minimus Request, File#7771 Hochstrasser 2855 Nassau Point Road, Cutchogue SCTM No. 1000-104-13-9 Dear Mr. Kimack; We are in receipt of your correspondence dated October 23, 2023 requesting a de minimus approval related to ZBA determination#7771, dated May 18, 2023, in which an area variance was granted permitting the construction of a raised masonry patio and decking. In your letter, you ask that relief requested be amended to remove the words "raised masonry patio' and replace with "proposed raised wood deck", since your client is now proposing a new raised wood deck. I have reviewed your request, the amended architectural plans prepared by Mark Schwartz, dated October 23, 2023, and have determined that the change as depicted is de minimus in nature. Please contact our office if you have any further questions or concerns. Si rely eslie Kanes Weisman, Chairperson cc: Building Department OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ,*` P.O:Box 1179 54375 State Road Route 25 ..'`� Southold,IVY 11971 (cor.Main Rd. &Youngs Ave.) ' Southold,NY Telephone:631 765-1809 http://southoldtownny.gov ZONING BOARD OF APPEALS t 1 Town of Southold ; dFEB 2024 c EXTENSION DETERMINATION Regular Meeting of February 1, 2024 �;�� , x" ZBA FILE: #7176 NAME OF APPLICANT: John and Margaret Hochstrasser PROPERTY LOCATION: .2855 Nassau Point Road(adj. to Little Peconic Bay), Cutchogue,NY SCTM: 1000 104-13-9 BAS1S QF APPL ICA'1'ION.'. Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's March 12, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to: an existing single-family dwelling; at; 1) less than the code required minimum side yard setback of 15 feet; at:2855 Nassau Point Road, (adj.to Little Peconic Bay), Cutchogue,NY. SCTM41000- 104-13-9. DATE'OF PUBU&l4EA`IZ1NG: July 5,`2018 This request for variances was-originally GRANTED as applied for, on July 19, 2019. Michael Kimack, on behalf of his client,requested an extension of the above-mentioned relief for variances for additions and alterations of a single family dwelling. RESOLUTIOM-OF THE.-BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert,and duly carried,to GRANT,the applicant's request that the above cited determination be extended,and to expire on August 1,2024. per Chapter 280-146 of the Code of the.Town of Southold. Vote of the Board: Ayes:Members Weisman;Lehnert,Acampora,and Dantes. This Resolution was duly adopted (4-0).`(Mpinber PI'�naxnento.;-Absent) slie Kanes. e-isman, iairpe0sori` Approved for filing / /2024 J '0"1 fNV Michael A. Kimack las l Attorney at Law P.O.Box 1047 Southold, New York, 11971 ~ Tel. 516'658-6807 E-mail: mkimack2@verizon.net October 23, 2023 To; Town of Southold , Zoning Board of Appeals Subject: ZBA File 7771, Applicant : John and Margaret Hochstrasser Request for a De Minimus letter E _ We respectfully request a de minimus letter to the approved ZBA application to amend the permit to remove the wording raised masonry patio and replace with a" raised wood deck. See Architectural drawings attached. There are no additional proposed changes to the relief granted under Article XXII1, Section 280- 124. Let me know if you require further information in this matter. Sincerely, Michael A. Kimack, Agent SCTM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33.089 SQ.FT. PROPERTY WETLANDS: 2.200 SQ.FT. BUILDABLE PROPERTY: 30.889 SQ.FT. OCT 2 �023 ESTIMATED AREA OF w GROUND DISTURBANCE: A 20nINGBOARDOFApp�4.5 w EXISTING: a EX GARAGE: 576.0 SQ.FT. 1.9% Q �i EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% Ar / (INC.PORCH) HOUSE 2.263.9 SQ.FT. 7.3% �` v WEST PORCH: 41.0 SQ.FT. 0.1% N EAST MAW DECK 568.9SO.FT TOREMOVE yJ OS EAST FAMILY ROOM DECK 26.8SO.FT TO REMOVE W 3.996.9 SQ.FT. 12.9% ��D x ;tl 331 PROPOSED: rA a ^ PROPOSED NEW EAST DECK 1317.0 SQ.FT. 4.3% �a PATIO:1373.4 SF Q2"RAIN/HP-:230 C Ti z`R FRENCH DRAIN TO CONNECT TO U ,�� B'dia X 6'DW(CAPACITY:253.5 CF) TOTAL- 5,313.9 SQ.FT. 17.2% x tn Q N z MEETS&BOUNDS p BY:JOHN EHLERS LAND SURVEYOR N 78°36'2211 E � DATED:07/07/2008 m a� 318.87 B�. P 2 s l.0' _ x O�mmn m- m nu co 58.P o I O LLci u' 24.9 9 r O m !�- O IX FRAME BURRING S- D 0 IX GARAGE 7.8' I a, I Bldg Dept Copy frail ZBA oECKGON-. eOOD iovED 1={L111 reViaia'ad dOCUmeni6 D- 91 o I Data: ~ M I z ��►�l1�t U/J /�a'7 a3 �"' a ZEXISTING SIDEWALK I _ Z O 0 t^ FF N EXISTING OI EKLSf NG m.No�F a L I T T L E STOND��ANALT 76.3' F ( j ar ° PROPOSED I P E C O N I C r NEWDKX .` p� I I BAY WY n.e O r Ar MDW°S� 10'MIN I i v, S 78036 20' W 372.52' DRAW MH/M5 SCAM- PROPOSED SITE PLAN 'S; W3Q023 y / SHEETNUMEIPR SCALE: V = 30'-0" S-1 (s w7o s! lo��ol I►, A■■1■1, �o� /_'4. ��■■BIB■■■■.BI��11■■■►ins NMI NMI Ir_-7r-----7�1■ miss, �■■■nl 1■■1■\ 1■ 1■Bamp--,"NUMNFRI I■o■■1■ ■■■ 1■/ ■ ■ B■1■B I■ -- ■►� R■iII • I■■B■nB ■■■ I■■1■■II, - t� —ram ONE -�- 1■1►' i■1� i� \\►_ �� p�. �: 4 II 1 fl 111 1 II 1 II 191 I�� In IIICICIplllul �111 �� II 11� INlppllllll ��■■ / t lignom o IIflIfl1.11fl1�)��Ill��I1�1�1I Ill��1�,J111fllfll d■■■■INN. 1,1 IB■■■IIMNINNI'ummm�vwww= am . �� /.4h. 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A-3 21'-10" 8'-5T4" 3'-6%' (3)2X8 ACQ E3)2:I8 ACQ IQ (3)2n ACQ , W u= Z5= 1 A owZ5= A 004 °•— W RECENED 00 EEtSf_6laEE-°�SSE��38EEEEBEi93aEggSasag@as@eg@:��s�3E_�@EE_EpaaeEg@a@ee '1 Biu .� •' •.ffi•' ; OCT 2 5 2023 �~ . • .� a a ING OARDO AP EALS B F P v= 1 saN C, O 1 , ' 1 __..___._ _________ •_ i � .may 6 I 13'-0'fi" 3,-6th° 85 •. . •. .°d a_ w� o o. T16' I I I < O 1 O, 36° Q REBAR F0 z3® V"° MIN GRADE BEAMTAI I . 3— rn T6" A7 ALL SRS o z�f >_e OfurtlY0, .m 1 BIGFOOTBF-24 FOOTING m Inv n Acn ni,a,lanc 6:® 1 x00 CA z II Cf= PARTIAL SECTION aCO SCALE: 1/4" = P-O" a a u W ® 1 m PUS 3 IL �< ;® o� i N d?g IN jDept copy/f ro n ZB! reviewed documents B{ Final =6 ZBA pie -7�y I Date:a. to �-7 �3 a mp O�'e C� � •� - I` •'vi. •'.o.,_---- ----------—---------------•�--- &16 VENT BASVENT __ _� -- — ___ DRA%W:MH11,fS 13'-91 IO-6'h" T3-6%" SCAM 10Ba: 27-10° SHUTNUMBER PROPOSED FOUNDATION PLAN ' A-4 SCALE: 1/8" = 1'-0" _ 11•IU" 6'-0" 2'-10" W-2" 1'-914 11 0 4` 1V A EXISTING BEDROOM W EXISTI G BEDROOM O a m a o a� RECEND BATH 2''-B'h" A FxIcrING� BEDROOM OCT 2 512023 ® ZONING BOARD OFAPAFALSCA 0 w x 3w TRY W z ExImnIG a a in m 00 ROOM O EXISTING LIVING ry V) ^C M o +� O O O EXISTING • • ^� 3 PANTRY R O O O o m s g a� LL 27 10" IL w i� BItIg Dept�copy from ZB' o PInal revi"lod dacumdnt$ Z6A plle + `)7 7 pats; — — — ---- El B Q�N11�IyvtuO l� a7l�a-3 m EXISTING FAMILY R__OOM N EXISTING KITCHEN CD • 1 27'-10" DRAWN:MN IMS SCAM JOB M •fir 10!IMM PROPOSED 1ST. FLOOR PLAN �r , SHFJ TNU SCALE: 1/8" = 11-0" A-5 hO��pF SOUryo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road . P.O.Box 1179 G �O Southold,NY 1 1971-0959 COUN�,� BUILDING DEPARTMENT July loth, 2024 TOWN OF SOUTHOLD John Hochstrasser 'f't�0�I `� `\C`?y 2855 Nassau Pt. Road P ZOk 1b3 Cutchogue, New York 11935 NOTE: Trustees Certificate of Compliance needed to issue a CO. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit C Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 49776-Z Demo Deck + New Deck Permit pF SO!/r�,Ql � o Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 971-0959 �Q lyOWN,� BUILDING DEPARTMENT January 17th, 2025 TOWN OF SOUTHOLD John Hochstrasser 2855 Nassau Pt. Road Cutchogue, New York 11935 NOTE: Trustees Certificate of Compliance needed to issue Certificate of Occupancy. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. Electrical Underwriters Certificate. Final Inspection by the Building Inspector (631-765-1802) Plumbers Solder Certificate or Pex Affidavit _x Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Survey with Suffolk County Health Dept. Approval. Energy Test Results and Manuals J & S are required. Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer Placard required. BUILDING PERMIT: 49776-Z Demo Deck + New Deck SCTM # 1000-104-13-9 1; DESCRIPTION: AREA: LOT COVERAGE: W�p s. � z E �� PROPERTY: 33,089 SQ.FT.fj r l O7� in F W O V o O Z Q L� - -, 42 M 'O PROPERTY WETLANDS: 2,200 SQ.FT. ,Q a 0� ... �,� �y � BUILDABLE PROPERTY: 30,889 SQ. FT.uja � 6a 4`.f ' Gi Aice++ ...i �jj �... ,, « (a � ESTIMATED AREA OF YW 4 GROUND DISTURBANCE:CL C) O>- � EXISTING: O V / EX.GARAGE: 576.0 SQ. FT. 1.9% EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% S (INC.PORCH) HOUSE 2,263.9 SQ.FT. 7.3% Z O WEST PORCH: 41.0 SQ.FT. 0.1 G m o� �- cc _ _ y Z EAST MAIN DECK: 569..9SO.FT. TO REMOVE 0 W O j l0u po EAST FAMILY ROOM DECK: 26.8SQ.FT. TO REMOVE Z - Z IMV .6 �vd 8 12 N ZC� Z "� cc 3,996.9 SQ.FT. 12.9% cd m a I,- w � t� � 0 151 z2 N c z 8 O d - ;9Z o� Lr � O $ �� PROPOSED: �/ �1= 1, 9 c" 8 w- W. � O+ Ca ^ � _ z Q � Ct Q 6- n O �' IU O¢ L�L �✓ PROPOSED NEW EAST DECK: 1373.4 SQ. FT. 4.4% C) W '3 �+W+ �w' o a Z u. � H TOTAL: 5,370.3 SQ.FT. 17.3% uo � Z a MEETS & BOUNDS CA BY: JOHN EHLERS LAND SURVEYOR 0 DATED: 07/07/2008 u " Z O O N 78036'22" E 318.87' UR m 25.7' [cc //' .�� o �, E` o 58.1, o IS24.0' 14.5Z , Q fu LL NZ I u EX/WOOD O 7n EX.FRAME BUILDING �6 C� rta O b ry ALK 7 EX.GARAGE v a/ V �y 1F- 4I .r 77.1' s m S 40.5' PORCH ,h EXISTING WOOD FRAMED I I n '1 12.0' DECK TO BE REMOVED (� I � v w � Q1 0 I Q lu 9 w HI w EXISTING SIDEWALK p z J LL I WCL O = V OLu w ' V EXISTING w EXISTING 2 STY.HOUSE Q I w eC ""I U STONE h ASPHALT ~ a L I T T L E ODRIVEWAY 75.7' Q O PROPOSED I w IP E C 0 N I C JO NEW DECK B A Y _ N 5.0' 24TI N I w 74.8' 1. O EXIST.O.D.Q 80 SHOWER v /1%® 0D Z V% 9 N N I_ W MIN O ton VJA -n W S 78036'20" W 372 .52' ,Y PROPOSED SITE PLAN SCALE: 1" = 20'-0" SEP 2023 -41 `�'' i► DRAWN: SCALE: JOB#: 8/1/2023 r w SHEET NUMBER: S2E- c/) - O OF - - w w � W C u N O z PROPOSED SOUTH ELEVATION 0 SCALE: 1/4" = V-0" o U m E Q) s c U rm- M U ^ Qj � lu9 m muff 1000" a — w - o � H o PRH HE �� , o , LJLJLJ LIAA �., it ,, .# . +4. rVu � }E+ � DRAWN: �` '� SCALE: vro JOB#: 8/1/2023 SHEET NUMBER: PROPOSED EAST ELEVATION ' [ ✓ SCALE: 1/4 1 -0 A- 1�,,.; _. W Q Q W O a O a W a z T \ N TE 00 O z m Q 0 m r Q m •� Ln m � a � U O 01 tt .c Q U Q) `m a. d u PROPOSED NORTH ELEVATION ° SCALE: 1/4" = 1'-0" d N U Y d DRAWN: SCALE: JOB#: 8 •6 n� 45� y rSi /l/2023 � SHEET NUMBER: OF stiff d►" A-2 w Q Q ;; I111 O „ I111 „ IIII 11 IIII n •---luw__, 1 IIII I 11 _ IIII 1 11 --Inr--' 11 IIII M 11 Inl w C. lul n 11 I111 11 IIII 11 IIII II IIII 11 II11 II IIII 1111 II II IIII T/� IIII �1 II II II11 I' IIII II __-_ HIT ---- -- - - =1,1--_-_-_-_-_---_-_-_- (3)2X0ACQ GI R_-D_-E_-R © p (4 X8ACQ _ D = F---- ----_' •---- cn 0 Z I PT �D H I o I EaI I (� '^ II „ it it � is 1 „ q 1 I � I li „ 11 I v� v I I a VO II 4 I; i, n n N I I o tl it Ii r _ I ^ oil Q v J I I V I m m U a x „ r o NCI Q) .; X (� x l 0 tI) cq "N I LEDGER BOARD TO BE FASTENDED 12"dia.CONC.PIER"" FTG"X24X12 TO BUILDING WITH TIMBERLOK® w/24 ` Q V M I T BELOW GRADE P �' 0. U SELF-COUNTERSINKING SCREWS Cn' ) CN I BY OLYMPIC MANUFACTURING r__-__ _! ___, r- I' 1, ;, ., 4 2X10 AC GIRDER ' i (4)2X10 ACQ GIRDER , I 2 SCREWS 32"O.C. ' ' O ' ' (4)2XI0 AC ' ' I' It z U [Z( _ ( ) Q ( @ ) 4 X10ACQGIRDER QGIRD R_+T_-----------------I' O I---------- 1C ---- ---------1-Q'l------- --- -- - -1 mW W \1 II may. I I V cq 'o 12"dia.CONC.PIER - '"' I i6 �. r w/24"X24"X12"FTG N � V ', Y BELOW GRADE(TYP) M !�e LA I �o O p ( da I a, III - Q) 1 Q) N o r - x�l cV N U1 B Ico v (� I x o ` 'JCL yl •I N N I 111 �____- -____ _____ r-____" m II ' (4)2X10 A GIRDER ' (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER ' ' (4)2X10 CQ GIRDER ' ' (4/2A GIRDER ' ' (4)ZX10 AC GIRDER ' ' (4)2X10 ACQ GIRDER__ _ _ L __aL___ _______-________-__L_ _ _L________________ L - E_ = _____ _� r =F =--F -- - ---------- ---- --- --- - o= ________- �_ ---- ____________-__ ______-__- _�____ _----_---_---- T- 7--------- -- - ---------- -- --; -- --; J _ ------ L a I / rn M — - - - - _ , - --- - - --_ _ _ —,- ._.—_ _ _ — N 1 I. I: 11 , is .. ate• n w 1 n 1 n '9 1 'i1 11 y `t I 1-oil 1 3 11 1 3 11 8-2'/2 8-2'/2 9-0 8 11 z 1'-0" U Aa JA PROPOSED FOUNDATION PLAN A SCALE: 1/4" = 1'-0" .A DRAWN: A ! SCALE: JOB#: ;k 8/1/2023 SHEET NUMBER: 0F A- 3 u ------- i I Q Q ► � ,dl J_ L o a z Q N zcd o W J 0 v W Z V W w u 0 O m O I 1 X I 0-1 w v 1 I 1 ® r O O � o O O I 1 I 1 I I 1 I I M 00 'LZYNI�r— uW1 Lj O i 1 I 1 I I 1 I I I I I O Z Q I I I I I Q Li n I AI F—,—1 n 1 I I I I 1 1 o zy/, I I I I I 1 I O I I I 1 1 I I I I I I I 1 i r n` y 1 I x 0 ifl 01 Q1 1 1 L N LPL dui 18 18'-511 24'-11" 1/2 2'-1011 _ Q) Ln � E -11 � \ PROPOSED DECK N u 5/4X4 MAHOGANY/IPE DECKING - (AS SELECTED BY OWNERS) N CV E Q r-- � UJ =3 lu P4 i 'Q N L0 I ----------- ' --------------------------- I I I IV1�1P'•��+C41pll 1 I 1 I 1 I 1 ----------------- 59'-911 2'-61/2" 'Q 62'-3'/2" IV PROPOSED 1ST. FLOOR PLAN . SCALE: 1 4 1 0 DRAWN: 411 1 SCALE: JOB#: 8/1/2023 SHEET NUMBER: J� 4 r�. w Q Q w W W 0 Q x O W (4)2X8 ACQ O 0 z GIRDER M 5/4 DECKING • ••' • • .• ••' . • 2X10 ACQ @16"OC 2X10 ACQ @16"OC — (4)2X10ACQ - - - - - - - Z C GIRDER x C% o O • 12"dia. ° _ V N a CONC a ° PIER p O Z O . M 24"X24"Xl2" - — - — - — - Al- CONC. FTG cq m m 0 m u x U CROSS SECTION A ° m r'o SCALE: 1/4" = V-0" O x, o � ----- z w a u � to 13 Q V N d N 5 4 DECKING 2X10 ACQ DJ @16"OC Y 2X8 ACQ LEDGER as (4)2X10 ACQ GIRDER FLASHED 6X6 ACQ POST (AS NEEDED(TYP.)) PP 12"dia. .° CCNC.PIER .° 0 M * 24"X24"Xl2" �. DRAWN: CONC.FOOTING �'x SCALE: JOB#: t' CROSSSECTION 6 SHEET NUMBER: (o SCALE: 1 4" = 1'-0" .." •tt"� su,"..�r` �� A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �4 U w 4"MAX. GIRDER 4"DIA.MAXIMUM 11^1 DECKING DECKING EXTERIOR WALL DECK 1JIST DECK JOIST W 1/2'DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH O AND JOIST FLUSH ON TOP JOIST GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS ^ , INTRUSION LEDGER AND ANCHOR O DECKING 1/2"DIA.EXPANSION BOLTS. , • JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER 'r••'w FLOOR "MIN MANUFACTURE INSTRUCTIONS) •0•••••a• CONCRETE POST JOIST 1-5/8"MIN. w/WASHERS AND NUTS •�•••�•d' PIER ^ 5*MAX.. "MIN DECK JOISTS ` DECKING DECK/PORCH RAILING 1••+•i 0•:,�. JOIST HANGER •�. ~� DECKING DECKING r•.a ia.• ,e, DECK JOISTS •0,.••.a• 2X ACQ LEDGER BOARD FOUNDATION WALL 0.a: • a NOTE: LOCATIONS fib!sr• DECK JOIST DECK JOIST •04 • BLOCK FOUNDATION •►••t.e RAILING FOUNDATION 0••'�� TO BE FILLED WITH e . •a JOIST HANGER POST WALL ••4,e T. GROUT AT ANCHOR �'•y a•. 2X ACQ LEDGER BOARD SIMPSON DTT22 HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2"MIN. �w THROUGH-BOLTS 5"MAX. F.1 1O1rr V 1 THROUGH-BOLTS SHALL HAVE A DIAMETER Of 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32°TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT o HEAD AND NUT. $IMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST O EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"OC I STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE MM IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION W O AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL r O O O O 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5'MAX.IL 7-1/2"MIN.FOR 2XI2 --` O O O R�LAG SCS W 3 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ATCLAZS SHALL BE INSTALLED WITH WASHERS. 4"MAX. rT, OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SPIANK.LENGTH MUST PENETRATE BEYOND TLTy_ �/'� f-+-i RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE I I V 1 P. LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1.3/4' FROM TOP AND BOTTOM EDGES. C) 24"X24"X12"CONC.FTG. HANDRAIL NOTES; T BELOW GRADE All required handrails shall be of one of the following types f� (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 1).Type 1.Handrails with circular cross section shall have an wT \ N ILA outside diameter of at least 1.1/4 inches and not greater V 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater r�-s than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMFFER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGF-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5'LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN OF(19)8d NAILS OR 5"LEMERLOK 7CREWS SIMPSON DTT2Z HOLD-DOWN 2).Type It.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both 0 sides of the profile.The finger recess shall begin with a STAIR RAILING SOLID SAWN distance of 3/4 inch measured vertically from the tallest FLOOR JOISTS DECK I I I JOISTS DECK I i portion of the profile and achieve a depth of at least 5/16 m Q JOIST I I JOIST I I inch within 7/8 inch below the widest portion of the I I I I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE inch to a level that is not less than 1-3/4 inches below the X "1 z THREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of the MINIMUM V SLOPEDUPTOHE MINIMUM 2 TO SLOPED UP ROTOHE P P � � Ln m � Ql AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a � ('f) � O r-• LGIRDER WEB WITH(16)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 inches. XLL Q U O Z @ aC U � 10d THREADED NAIL OR A10 WOOD SCREWS, BALUSTERS S LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16'oG EQUALSTA OR GGERED EEDIN2ATER ROWS 3-LONG, 1— STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL U Q) • HANDRAIL CONNECTION d) _ • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 'cr 10 IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS Ql 6 FT.MIN.EXTENT OF BLOCKING A17ATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN N O W 3 INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS- BEAM ASSEMBLY DET)AL PROVIDE AN EQUIVALENT GRIPPING SURFACE lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS '% OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN FolItli Ldu) 7GIRDER DECKSTAIR TREAD JOIST RIM BOARD THREADED ROD MAY BE MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO 1:12 STRINGER BLOCKING.BLOCKS MUST (SOLID OR WOOD4) AWAY FROM THE HOUSEflLl BAY AND FIT SNUGLYL JOIST HANGER () JOIST V� GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER 3: U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE Y SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL Q/ HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING I STRINGER JOISTTO: PER TOE �Q ®16" 4-Ed COMMO MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE • (2)THRU- TO HEAVY MODERATE BRIDGING 2-Ed COMMO EACH TOE BOLTS I TO JOIST END NAIL BLOCKING EACH TOE PB44 POST c I TO JOIST 2-8d COMMO END NAIL WOOD JOIST ANCHOR P IR 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMO EACH TOE O 16"TREAD SILL OR TOP PLATE BLOCK NAIL I LEDGER STRIP EACH FACE GIRDER/HEADER .•. •: 2). ALL FRAMING MATERIAL TO BE ill ACQ PRESSURE TREATED LUMBER. TO BEAM 3-t6d COMMo JOIST NAIL RAD a . COS REQ.)B 4 WOOD JOIST ;:o JOIST ON LEDGER PER TOE •<.• •..+ 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3•ed COMMO JOIST NAIL "• . •. 1+•+ti,K- • 8"dia. 1• a DECK PIER y�I��•��'- BAND JOIST PER END •'b CONC. -�; PER PI N .. `�_? 3•16d COMMO 3�A„ .• fw• '"Y 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JLA51 JOlsr NAIL a-• PIER FLUSH JOISTS WITH HEADER/GIRDER •-'a >•'a" ? DRAWN: BAND JOIST TO: PER t'. 2•16d COMMO TOE NAIL o •i•'.• 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT 417.1 • 4 � 1111 SCALE: ) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS4 70B#: TO ALLOW FOR SHRINKAGE. 8/1/2023 SHEET NUMBER: A-6 Z/ ��®� s®UT�® Town Hall Annex Glenn Goldsmith, President 54375 Route 25 A.Nicholas Krupski,Vice President �® ® P.O.Box 1179 Southold,New York 11971 Eric Sepenoski �e Telephone(631) 765-1892 Ekl�'�htel Fax(631) 765-6641 APR 2 3 2025 cou BOARD OF TOWN TRUSTEES Building DOP81rtmert TOWN OF SOUTHOLD 'town of Southold CERTIFICATE OF COMPLIANCE Date: May 31 2024 #2140 C ck and existing THIS CERTIFIES that the removal of existing 1 373s6 ft raised wood deck;ewith the condition 333s .ft.mason atio and construction of a ro •s I 'and that the current vegetated buffer landward of the retain Wall re] seaward of the retainm main•the non-turf buffer area that is At 2855 Nassau Point Road Cutcho Suffolk County Tax Map#1000-104-13-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 31 2023 pursuant to which Trustees Wetland Permit#10424 Dated July 1_ 9 20233 and Amended November 17 2 223 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project 568-8sq.ft. east for which this certificate is being issued is for the the e o°val of osed 1 373s .tt liaised wood deck- deck and existing333s .ft m. as on atio and construction Of with the condition that the current ve etated buffer landward ofinin wall remain e retaining wall and the non-turf buffer I. area that is seaward of the reta The certificate is issued to JOHN &MARGARET HOCHSTRASSER owners of the aforesaid property. Authorized Signature I i a ��O�g11FfQi t TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 49776 Date: 9/25/2023 N Permission is hereby granted to: Hochstrasser, John PO BOX 183 Cutchogue, NY 11936 To: Demolish an existing deck & patio and construct a new raised patio addition to an existing single-family dwelling as applied for with ZBA and Trustees approvals. At premises located at: 2855 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-13-9 Pursuant to application dated 9/5/2023 and approved by the Building Inspector. To expire on 3/26/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $749.20 CO-ADDITION TO DWELLING $50.00 Total: $799.20 Building Inspector 1 II11 ' n n uu ll nn II = IIII II IIII 11 IIII 11 IIII IIII fill „ II IIII - r • II 11„ h II IIII s 11 I,11 l 11 IIII F 11 Itll II IIII F IIII / h ILL] _�____ __ ------------------'F_ p 1 (4)2XB ACQ GIRDER , (3)2X10 ACQ GIRDER I 0 t I I I � I , I 1 ■I p 11 '' I a o- I I N II .I U O Q 1 I a N.I LEDGER BOARD TO BE FASfENDED 12"dia.CONC.PIER, .' nl TO BUILDING WITH TIMBERLOKO w/24"X24"X12",F-rG ' I SELF-COUNTERSINKING SCREWS 3'BELOW GRADE(TYP)� \II ,. C N I FYOLYMPICMANUFACTURING --- `\ L 2XI0 AC GIRDER �•• (4)2X70 ACQ GIRDER ' (4) Q _' (2 SCREWS @ 32"O.C.) ' (4)2X10 ACQ GIR_D_ER ' (4)2X10 ACQ GIRD R ' t C _-1____________________I__ =1==________________===J_ _= __ --►------- --------------1- _-1------------------_- Sj �__ - - -'-_____-----____- -___ -- ' I-®'i------------------'_ _,-_____-___________;_©-� �T-�_i-------------------1_ '-------_____---- ---1- f I 12"dia.CONC.PIER w/24"X24"X12"FTG • ■ I N CN 3'BELOW GRADE(TYP) O M O ` Od'I 6 o d. <II CqC ¢ N o m NCI NI �I I o ¢ < o N N N , II I J I m ■ I 1 1 1 1 --- - (4)2X10 A GIRDER (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER (4)2X10 CQ GIRDER (4)2X10 ACQ GIRDER ' (4)2X10 AC GIRDER ' {4)2X10 ACQ GIRDER■ ' _________________L oil ________________ -____-_L_ _L_____--______-___ I T__________________'_ -----I- --_-----_--_ --------__E -F---------------- ---- - ----------- - - ---------------- --- -- ---_____ ______________ -�- ----- -- -__=____ - 0= ----------------- -_ _-- _______ --_T__ ----- --- ----- --- ----- ----- �__ , I , 1 - - --' `-- - ma • �O FYI I �- M NI _ II II I! II II 11 1'/ ♦I• 8'-21/z" 8'-21/211 9'-01' - 8 ° .. :' 9'-0" 8'-83/4' $'-83/4" K. n ° - -O IZ-fill 6 '-31/2" GQ � PROPOSED FOUNDATION PLAN SCALE: IMP = V-0" `4ty ,Y A DR I i� pp��I.II Oee■■6 S( y>. ,•1 � x L rFfi. FFH F F ' F ---.--- U± (4)2X3 ACQ M < GIRDER 5/4 DECKIN 2X10 ACQ @16"OC 2XI0 ACQ @16"OC (4)2X10ACQ —_—_--- 4 GIRDER u o• 12"dia. o.• 4 CONIC 46 ° PIER p ° 4 • 4 . .4 . M f. 24"X24"Xl2° - —-—-—-—-—- CONC.FTG m m x ,a CROSS SECTION A 6 SCALE: 1/4" = V-0" Q _ a CID -a o oc m �r to N M 5 4 DECKING 2X10 ACQ DJ @16"OC (4)2XI0 ACQ GIRDER _ 2X8 ACQ SHED ER- 6X6 ACQ POST FLASHED (AS NEEDED(TYP•)) ' 12"dia. S u '=ONC.PIER T. a' Q - �.' o.'� .' a.'.' —' _— .� ?��•�f l!'QA 24"X24"XI2° CONC.FOOTING r i SC Jo a CROSS SECTION 6 A�� z�. �.,� SI 6 SCALE: 1/4 1= 0 >r 4�0 r w. : SCTM # 1000-104-13-9 'u No f cIvl DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33,089 SQ.FT. PROPERTY WETLANDS: 2,200 SQ.FT. BUILDABLE PROPERTY: 30,889 SQ.FT. 15 ESTIMATED AREA OF �... GROUND DISTURBANCE: Q.. 1C/)L=j f;< r {� 1 EXISTING: 0 EX.GARAGE: 576.0 SQ. FT. 1.9% P4 ^ h-4 EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% (INC.PORCH) HOUSE 2,263.9 SQ.FT. 7.3% WEST PORCH: 41.0 SQ. FT. 0.1 % EAST MAIN DECK: 569.9 SQ.FT. TO REMOVE W EAST FAMILY ROOM DECK: 26.8SQ.FT. TO REMOVE 3,996.9 SQ.FT. 12.9% C� v PROPOSED: PROPOSED NEW EAST DECK: 1317.0 SQ.FT. 4.3% W W V) ° z TOTAL: 5,313.9 SQ.FT. 17.2% W MEETS & BOUNDS In BY: JOHN EHLERS LAND SURVEYOR 0 to DATED: 07/07/2008 u N Z 0 0 N 7803612211 E 1.0 318•87' FRAME O (J (� BLDG.; c U 25.7' ' � m • 58.1' C5 I O p Q U • 24.0, 14.5' in Z I O O to 0 L- M jZ o N NX Lei I O � z V V EX/WOOD � !'�� 6 O+.. ;,., EX.FRAME BUILDING ALK b N O ul It -c O Q- EX.GARAGE N 1 77.8' U l+l -c 6.0 f 40.5' PORCH ^• EXISTING WOOD FRAMED 12 0 DECK TO BE REMOVED U 11 go nW rn CfJ Q) E Q1 O I N 0 LU 9 v' Lu EXISTING SIDEWALK Lu OI Y V N Z Lu Q w H IXI. INGHOUSE ° W LITTLE EXISTING 2 STY.HOUSE m STONE&ASPHALT 76.3' a V ODRIVEWAY F- Q O mod` 0— PROPOSED NEW DECK I IP E C O N 1 C J 0 6AY 27.8' N 75.5' O I Q 4 u ap 3 SHOW ® � 10'MIN N N w 0 EXIST O.D. /\ S 78036'2011 W 372 .52' V�J SITE PLAN ~PROPOSED S SCALE: 1 - 20-0 A N '. Af S uj ,-s","* K DRAWN: a SCALE• Y' ;h /y JOB#: 11/27/2023 SHEET NUMBER: i S- 1 0 O r� V ^W F---I W _ O O A in I LIT] z P. � z kn 00 O PROPOSED SOUTH ELEVATION 0 SCALE: 1/4" = 1'-0" m � m 2 coo z '� lao o moo � Q) 4 r co U Q) _ — — Ln m owe o — N _o o -- - --- - - ® ® ® U oIFI�FE PPP41 Emoq 3 7 0 Ill HHH I H 111H H =11 I FMFI I MMMI I H HHH I Id 0 11 1 Jill if WLJU DRAWN: J SCALE: r+ , , ^ JOB#: 11/27/2023 SHEET NUMBER: X:� k -R'bP,OSW EASTrE.LEV / ION SCALE: 1/4" = 1'-0" c4 A� 1 Q Q O O w _ O Q T � N rr l� 00 L/] - o U - --- -- -- - - fQ m Q u O i Q- Z u- U 43 c U rpm- V Q) _ N 0 W 9 EON( --PT--�41 III I -c U PROPOSED NORTH ELEVATION ° SCALE: 1/4" = 1'-0" 'Q N 2 V u d DRAWN: SCALE: JOB#: 11/27/2023 k � SHEET NUMBER: II I111 11 I111 1 IIII 1 1 I111 1 Ir�1,1 11 `� IIII 1 i M 11 nn H I-1 11 a. n n 11 � nn n nn 11 nu �T1 11 n n �1•� 11 IIII T� 11 nn V1 II IIII O n nu 11 nn 11 nn a II nn n nn O II IIII - -- -- - ---------------------- ^ Fi1"I •°D I`® � (4)2X8 ACQ GIRDER ``v,' (3)2X10 ACQ GIRDER `©,' D I •• I A� 1 "-----� �- ---� I o - — - — - D .o - - -« - — - — - — -`---- - - - - - - - ,I °� I �1° Q 1— I p n 0 t • ° D a O 'I ° °1�'•�d C) Ix I N �° I � �� Vu•a � al o •• w I ae•� a Z x 1 -� a N t t> ON 1- v, Q O X dy° (4)2X10 ACQ GIRDER F 12"dia.CONC.PIER t '- (4)2X10 ACQ GIRDER ,' � , L.DGER BOARD TO BE FASTENDED a p • • =- =-------------------'_ _'---- ----__-_-----*- _= lOBUILDINGWITHTIMBERLOK® w/24'X24"X12"FTG 1 4 E..� "� -c---==--------=== _x� SELF-COUNTERSINKING SCREWS 3'BELOWGRADE(TYP) t °D Z N I BY OLYMPIC MANUFACTURING _ _ I CIO 32"O @ . .) 12"dia.CONC.PIER (2 SCREWS (4)2X10 ACQ GIRDER i'- \(4)2X10 ACQ GIRDER _ I N w/24"X24"X12"FTG -- -------------------- ---------- v *_ _________'_ ________________ =r= O I u T BELOW GRADE(TYP) O Z I O `O 0 O ^° 1 I � O v o 1 �a n1 `t p I 4o x ° I 6l Ln t x `N Q I _1 x U I X I m O I N x O U 1 _ a 6n O )�: lm U aC (4)2X10 ACQ GIRDER ,' �� (4)2X10 ACQ GIRDER ,' �� (4)2X10 ACQ GIRDER ,' `� (4)2X10 ACQ GIRDER �� (4)2X10 ACQ GIRDER ��- � (4)2X10 ACQ GIRDER ,'^ `� (4)2X10 ACQ GIRDER , m i -- -_-_-_-_-_--_-_-_-_--__-_-_-_-_-_-_-_-_-_� � =-1'----------========�_ =/ III`\1 Q1- ===_ _ rmIpLJ-- --------_' — — — — — — — — — — — 11. 9 81-21/211 81-21/211 91-011 91-011 81-83/41 /i-83/4t1 cpD - I 11-011 4 d vQ o `p'4 ,e A '° W v U O N N PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" U N flr X 4 a � O 4 ° 1611 3 611 ° ' a a • i�� j , � DRAWN: MIN ° _ IGRADE BEAM o o � . � rt'� 'A SCALE: W/ (2) #4 REBAR JOB#: 16" K t t i2�izoz3 AT ALL STAIRS ' SHEET NUMBER: BIGFOOT BF-24 DETAIL SCALE: 1/2 - 1 -0 „ a�` '� A- 3 FOOTING �• u F 1 1 [ 1 1 1 1 ! ! p J7, O , R 1 O' R N O 4 ! ad H t k ! N ! R 1 N S O I 111 I N ! 1 I I W Zp ! O : 1 N " i Ilt :11 i f_ O 1 X MM 4ce " W FBI " J j n 1 ! ky 111 Q W i ! e Z nn ! un V ! ! 1 �Iili rj 1 N V � IIII N F i uj I II 1 4 ---------Z-_-___ -_--w_ -__...m w w__ w_ ---- ---__ __- ---- ------------------- ------ ......... ----- •--- --_...e___...._.__-_-_- --- -----....... � ..� __a.` w ... w--.. uj 1 I " R X k _ t V L t - o - I t a 00 Z, - z 1 ' -------------------- -wk-_ _®w_ .w__ _.__w_____ww___ww____...___- " � 7 .qe w*a y- A� I Ey, �d wa ill CIS! (� tL wo 18'-5" 24'-11° :e p°,; .�: ' _ Z u PROPOSED DECK ` N AC p I u 5/4X4 MAHOGANY/IPE DECKING U m (AS SELECTED BY OWNERS) ko N lu FRI( 40 .Q N .Q -------------------------------- N -------------------------------- Q � � N � tl � 614-3/2 Qr DRAWN: PROPOSED 1ST. FLOOR PLAN �: , ' � SALE: SCALE: 1/4" = 1'-0" !; JOB#: 11/27/2023 SHEET NUMBER: F � , A -�- w Q Q W A x O (4)2X8 ACQ o cn a Z GIRDER m H 5/4 DECKIN _ _ _ _ _ • ••' •: .• ••' - • 2X10 ACQ @16"OC 2X10 ACQ @16"OC En C) (4)2XII0ACQ - - - - - - - Z � n a glq GIRDER � Z 00 e • ° 12"dia. •n .' \ N u CONC a V Z ° PIER p O rn 24"X24"X12" - - - - - - - - - - � CONC.FTG cq ° U X U °CROSS SECTION A _'n "' ' m SCALE: 1/4" = 1'-0" p o 0 u ----- (L Z u o � m � � !F. 4 L Y' m m N r m to N N l�U V 0 N Q N N (Y- m � 5 4 DECKING 2X10 ACQ DJ @16"OC 2X8 ACQ LEDGER (4)2X10 ACQ GIRDER so - FLASHED 6X6 ACQ POST" (AS NEEDED 0-YP.)) 12"dia. .° CONC.PIER ° O s °.o o• ° .s ��iT 24"X24'X12" X„b�a` '� �Y .'�'' DRAWN: • •• •• •• CONC.FOOTING @"�� ► SCALE E ?° JOB#: 11/27/2023 CROSSSECTION B SHEET NUMBER: SCALE: 1/4" = 1'-0" P.e ¢ Ov A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U w GIRDER 4"MAX. ^ DECKING DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST ET1 1/2'DIAMETER LAG SCREWS, z CONTINUOUS FLASHING.EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO O OR 5'LEDGERLOK SCREWS (2)1/2"GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR AND J015T FLUSH ON TOP JOIST CARRIAGE BOLTS WITH RIM BOARD WASHERS AND NUTS GIRDER CAULK TO PREVENT WATER SI�IPSON CBS INTRUSION LEDGER AND ANCHOR O DECKING 1/2"DIA.EXPANSION BOLTS, 1a "� JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER '••'e CONCRETE POST FLOOR "MIN. p 1015T 1-5/8"MIN. MANUFACTURE INSTRUCTIONS) a. 5"MAX. DECK JOISTS w/WASHERS AND NUTS Oct r PIER ^ "MIN. DECKING DECK/PORCH RAILING �• DECKING JOIST HANGER ��•. DECKING r••�!e•� ,y �. DECKJOISTS •►,ar.d• 2X ACQ LEDGER BOARD FOUNDATION WALL d,•,,►.d, NOTE: • ►• • BLOCK FOUNDATION ••,d DECK JOIST DECK JOIST FOUNDATION p �; TO BE FILLED WITH d �, JOIST HANGER RAILING WALL 41 v GROUT AT ANCHOR :•je ~ 2X ACQ LEDGER BOARD POST LOCATIONS SIMPSON DTT22 HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 2'MIN. �w THROUGH-BOLTS 5"MAX. DECK JOIST V 1 o THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMaSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST O EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED AIICHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD 12"OC I IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION POST CONCRETE Q AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION O 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL 04 5"MAX. O 0 0 6-I/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS O O 0 7-1/2"MIN.FOR 2X12 LAG SCREWS f"1 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND `/1 a RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. r�/•� LEDGERLOK SCREWS CONCRETE V 1 LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT PIER BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM 4"DIA.MAXIMUM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" V] v� FROM TOP AND BOTTOM EDGES. � QI 24"X24"X12"CONC.FTG. HANDRAIL NOTES: 3 BELOW GRADE All required handrails shall be of one of the following types (ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z u Qs 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater r'Dn 36"MIN. than 2 inches.If the handrail is not circular it shall have a O y perimeter dimension of at least 4 Inches and not greater f� than 6-1/4 Inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2'DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LACSCREWS, dimension of 2-1/4 inches. 6'MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK:CREWS SIMPSON DTT22 HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 O inches shall provide graspable finger recess area on both _ sides of the profile.The finger recess shalt begin with a STAIR RAILING LI N G SOLID SAWN I I I I distance of 3/4 Inch measured vertically from the tallest FLOOR JOISTS DECK I I I JOISTS DECK I I portion of the profile and achieve a depth of at least 5/16 m '� Q) O JOIST 1 I JOIST I I inch within 7/8 inch below the widest portion of the m V • I I I I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE f Q) THREADED ROD MAY BE THREACED ROD MAY BE inch to a level that is not less than 1-3/4 inches below the MINIMUM X '1 V SLOPED UP TO 1:12 MINIMUM 2X6X36' SLOPEDUP TO 1:12 tallest portion of the profile.The minimum width of the MO AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a M Cn GIRDER WEB WITH(16)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS JOIST HANGER JOIST HANGER AND CLINCH radius of 0.01 inches. X O U aZ U_ +a41) u � � Q) W � � BALUSTERS OI U 10d THREADED NAIL OR A10 WOOD SCREWS, GREATER THAN 3" LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) I6 Oc EQUAL GGEREDN2 OWSIONG, OPEN BA•�I l7STFR ATTACHEDTOWALL . 3 Q) HANDRAIL CONNECTION in ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS co Q � Q) 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN O ILI 3 INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE (L. 10d NAILS AT 4'O.G.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN Ar LU DECK I I STAIRTREAD JOIST I I I I THREADED ROD MAY BE RIM BOARD SLOPED UP TO 1:12 STRINGER OU MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE - •n BLOCKING.BLOCKS MUST (SOLID OR WOOD-11 GIRDER FILL BAY AND FIT SNUGLYL JOIST HANGER JOIST 6 w 40 GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION �NN IL LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) I SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES STRINGER JOIST TO: PER TOE ®16" C 4.8d COMMON MODERATE SLIGHT TO SILL.TOP PLATE OR GIRDER JOIST NAIL � THRU- 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE it NONE BRIDGING EACH Toe (2)BOLTS TO JOIST 2-8d COMMON END NAIL PB44 POST G I BLOCKING 2-8d COMMONEACH TOE ANCHOR TO JOIST END NAIL WOOD JOIST ' BLOCKINGTO: EACH TOE d PIER 16"TREAD i). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3•t6d COMMON �.' SILL OR TOP PLATE BLOCK NAIL I 2). ALL FRAMING MATERIAL TO BE N1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE GIRDER/HEADER DE ; CONC.SLAB TO BEAM JOIST NAIL (AS 3-Ed COMMON WOOD JOIST REQ.) •:,� - JOIST ON LEDGER PER TOE 3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL, TO BEAM IOiST NAIL ��' B^dia. •`••'► DECK BAND JOIST PER END •.V CONC. . 3-16d COMMON T •� ,•, PER P' 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL -0" N� • PIER BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER •a• o••'4 p . ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. 2-16d COMMo TOE NAIL 5 vti.• «•:••• �, .*�y fi�A DRAWN: SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH A• '. A 'Fy SCALE: THE PROPER STEEL CONNECTOR. " 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ,"v r'�• 1. r JOB#t: TO ALLOW FOR SHRINKAGE. t sI.�- , 11/27/2023 is �? SHEET NUMBER: A-6 APPROVED BY B•.Sh• 3'-616• BOARD OF 1 RUB'I EES TOWN OF SOUT OLD ril® _ DATE tfey�irR IsIZe (1y1]a.Ki.�9�i.�.Vim•uC =aim.co, W a� °^ , A al— E7 Gn 1p get t3ntttteet$n�ajttuntttjn�set}tuttutuuyternepnuetmetnue 9�� :-®•: :.�•• � A" , O ------------- ----------- — 13'-Bi5• —3'bh• � ...F � •n�O O � 0 ia3i�Yg�o 36• GRAl E BEAM r (2)/ 16' w/ ATALLSEAIRS BIF24 FOOTING CD w PARTIAL SECTION '_ SCALE:1/4" = 1-0" P-1 (t s OCT 2 5 2023 O'xa�Nu aa�FzFOO'7o fzj/F�7°..J i _— a souti,old Tow: yy, g— L =� �_ _ Board JE ag _ %7E : :: ------ ------ -------------- ,onc PROPOSED FOUNDATION PLAN A-4 SCALE: 1/8" = 1'-W 2r-w 6%T T.10' 11.2' 945 S b W 6.•0. A A W _ rn aA 0. !JELL 21-SW Jam. 14 �0 OOITrD x 3 W�z N] p Ed�c ®❑ O00 X y NmsnNG z 0FXISTING a ------ --•- �i OCT 2 5 2023 :: ❑ 27-Ur G�q ..__ _. l F �oL )old own a I g Board r. Ti i tees _ Q u.� PROPOSED 1ST. FLOOR PLAN A-5 SCTM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY: 33.089 SQ.FT. PROPERTY WETLANDS: 2.200 SQ.FT. L/j BUILDABLE PROPERTY: 30.889 SQ.FT. ESTIMATED AREA OF GROUND DISTURBANCE: W RECEIVED a ¢yy EXISTING HOUSE: 2,263.9 SQ.FT. 7.3% 48 MAY 0 8 2023 1F)•� WEST PORCH: 41.0 SQ.FT. 0.1% Zoning Board of A ppeals A EAST DECK 568.9SQ.FT. TO REIWOVE K Q OO EAST FAMILY ROOM DEC 26.8SQ.FT. TOMMOVE Q EX.FRAMED BUILDING: 1,116.0 SQ.FT. 3.6% (INC.PORCH) [Q� Bldg Dept copy from ZBA EX.GARAGE: 576.0 SQ.FT. 1.9% 00 0 maW reviewed oomnents �IRIe � (12.9% x �W Date: r•„ p- PROPOSED NEW EAST PATIO: 1373.4 SQ.Ef. 4.4 m a PATIO:1373.4 SF @2°RAIN/HR:230 C ¢r7 FRENCH DRAIN TO CONNECT TO z d 8'dia X 6'DW(CAPACITY:2$3.5 CF) TOTAL: 5370.3 SQ.FT. 17.3°/D O h ro xNz MEETS&BOUNDS BY:JOHN EHLERS LAND SURVEYOR N 7$036'22" E 318.87' BCE:IL DATED:07/07/2008 t o' Q240 14 in O I O q O O EX FRAME BUILDING N N N rW000' O 12 O EX GARAGE -UK12 N 23t ^�L EJOSfiNG\'bDFRMAED r o W 3 DECKTO�REMOVED s C W r _ a Or "Z LITTLE W 1 EXISTING SIDEWALK _ _ I LL 'G G O I PECONIC o j•: V XImNG EXISTING ".:: i _...:•. ♦ 01 w Gi a V A Y p� d STOE&ASPHALT ]STY.HOUSE D i 7$.T i F X NEW PROPOSED I Lu MASONRYIPATIO -. _! _ _ EXISDNG"oNRY I I PATIOTOYE REMOVED 74.8' r CN EXIST.O.D. 0 ' io SHOWER® m Z 10'MIN r O S 78036'20" W 372.5211f DRAWN:MH/MS N. PROPOSE® SITE PLAN S14a0Z SHEETNUMBER: SCALE: 1" = 30'-011 ¢ ,- S-1 ■ a tr aI. •�-�!J-' I�i In d r.n I � �! �',� i Ir 1 1 1 r ,; , r L. I � r ,1 ■■i �k w. � ■aa■■■o r rl l i .a s-•m ■■.+ a■—�iu ■ _■■ -n e•-2. � -� ❑3'a i.I: � ('!� L_7 i� ._i_.i-a ��.-ya+w..iy �-+�-o.r4 � �r.�_iv�wn c�.:..w._ ik.�,'�.�■.■-rr-.�Tr•■ jti�i�_■. ..�.�w L :el 1=.e J �.��.�o.'�'•'-.�i yu.■�c.r■;�i:.l��iuiPs■u��.•."'ui="rr��-r-wn\�_.� ■ _�• f' ''YY _—■ .—ec.-+-.- -.-.-aa— a■Er � �e'r Sdwn_`�. W>•r�!� u�tal®ssw � ��J L:J C 7 i-�®�.■o■�nril��1�' '£I��:::r:.'gasl�w■i -! ��r��=�ii w� �' s■e_. ��u��u�m�s-iri.... I n��\.®s sus.■-rn.��a� s��.:�r lsiix lid �=...± ,, •`�/-�a.��.s3r_�`� - �i.`_ r,,. .'r�w.y.�^�+�'-":i4�---.�. ''.�,.�.occ,�' ��5i ��'.....« � 7 -._��+.ns=��.t`r�k■'•_-•'�•�-��T�I - • • • ■■■ - ��'� ■I■■ n I�11111iiliii1C��i�l��1 !... �•�� I16 alI � ICI ... �� 1�1 �� 111111 mid �� !� �� NMI I�I1 1.11 �� . �111 L■1t■ 111 ill Ilf � � ■■. �� oil �� - , IHliiIli : �II 111111i1 �J II, illi I `1,ii�i� �i;i � `.� 9 z u..—�Y � z2ecbeuuaLda O w Oak x 3 W �Oz PROPOSED NORTH ELEVATION ¢° SCALE: 1/8" = 1'-0" z xNz ;j Vo � S Bldg Dept copy Prom Z.BA Final reviewed docu is w ZISAA Isle# Date / g �023 �w3 a V r oSCALE ]trMs EXISTING NORTH ELEVATION S`�RAW jaB�: f f srarzo23 'f��y(' SCALE: 1/8" = 1'-0" SHMNUMBE& A-2 r® m e� •rasa waw.Ar Li..l_IJ�m ��'ti-•� i-� �� i 7 � JIL.11'•J i - . _ .�, .,. r��_.-L._��._.._, •_ tea,..-. `7ec�s.-�-•-i,ii��c�i :ram-..�� PROPOSED SOUTH ELEVATION • • ■ � f• .: eept co" Zim Ile •1 '_ • h-, IIIII�I��I�IIII I�I I �� ` ;I i} J�II�I•Il�III�III •IhIIII� �•� �� ?a �',: Ay z zz_ 0 EXISTING BEDROOM EXts,nmG BEDROOM z 0 fKaILIG DEC � EX.HAL Lam BATH G B O I_uWd 0 ExisnNG EX,ENTRY w o Z PORCH r EXISTING AL EXISTING LIVING ROOM C14 ooZ RAIII EX.H O 0 EXISTING DECK EXIMPANTRY NG r, aN RI d 96 ExisTW6 KITCHEN;: Bldg De—Pt copy-,rorn ZBA Fkwl revi7 ffts a w adl d 0 ...... -71 m ZSA 7 Date H. *. FXISTINC EXISTING PATIO STOOP :ice a EXISTING FAMILY POONI F-I TO REMOVE Dmvm:MH I ms EXISTING 1ST. FLOOR PLAN Sr JOB 0: . 514/2023 SKUTNUMBE& SCALE: 1/8" = V-0" A-4 22'-6%" 6'-0" 2'-10" 11'-2" 2'-W/z" 11 : n4 z N O cneNcriDRAiNro CONNECT TO W DRYVJM EXISTING BEDROOM EXISTRJG BEDROOM :r cn m O E- A " EXIST. �L EXISTING BEDROOM � Q BATH 22'-5" 0 1 WI u C) EXISTING ENTRY ° E. PORCH 1T 2" Z z EXISTING z >~ x z B HALL O 0 V EXISTING LIVING ROOM = " '.�' N N z O 0 0 o�pll PATIO PANTRY � o 0 0 ...�..�.�• ~-o ......... PATIO:1373.4 SF @2"RAIN/HR:230 CF ° FRENCH DRAIN TO CONNECT TO z o Vdia X 6'DW(CAPACITY:253.5 CF) N El 29'-3b" 1 y .� EXISTING FAMILY ROOM �� ` EXISTING KITCHEN FRENCH DRAN TO CONNEUT •'fiy •,. 13 dg Dept c'P,Y from 7m 29'-3'fi" FWMI reviewed d ts A Fite DRAWN.MHims ®ei5t` L f� SCALE PROPOSEC� 1ST. FLOOR PLAN 'DB5,4aDn SCALE: 1/8" = 1'-0" 5FIEEr NUMBER: A-5 I SCTM # 1000-104-13-9 DESCRIPTION: AREA: LOT COVERAGE: PROPERTY:_ 33,089 SQ.FT. PROPERTY WETLANDS: 2.200 SQ.Fr. Z BUILDABLE PROPERTY: 30.889 SQ.FT. APPROVED BY ESTIMATED AREA OF OF I RUSTEES GROUND DISTURBANCE: C RO a TOOVN"OF-SOUTHOLD ay EXISTING HOUSE: 2,263.9 SQ.FT. 7.3% Old ATE 'Ta` Q WEST PORCH: 41.0 SQ.FT. 0.1% O IH EAST DECK: 56B.9SQ.FT. TO REMOVE A EAST FAMILY ROOM DECK: 26.8SQ.FT. TOR6WOVE Q O EX.FRAMED BUILDING: 1.116.0 SQ.FT. 3.6% (INC.PORCH) 9y EX.GARAGE: 576.0 SQ.FT. 1.9% ] O Q (12.9% �' W W AO..z � F7 PROPOSED NEW EAST PATIO: 1373.4 SQ.FT. 4.4% Q�r W a PAT10:1373.4 SF @2°RAIN/HR:230 C Q FRENCH DRAIN TO CONNECT TO ir' z Q 8'dia X 6'DW(CAPACITY.253.5 CF) TOTAL- 5370.3 SQ.FT. 17.3% O In xNz MEETS&BOUNDS BY:JOHN EHLERS LAND SURVEYOR N 7803622" E 318.871 DATED: 07/07/2008 a 80 Las 2 v I O L� 4 CW NZ p I 41 4 O Y N N N C I d RLY p O - EX FRAME BUILDING AWOOD 1 �- S E P 1 n/I�( D:.GARAGE - 2023 � L 77.1' .S POROi Im T O FIE R- \�jOO EMOVED i W I DUELDING DEEP'. 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I � „sjf�� • ,c ��, �.fl 0 ,£> v sE•E�.IE�. E^=� d s am i � �IIIII IIII 1 X PROPOSED SOUTH ELEVATION • • • •• , • HI it EXISTING SOUTH ELEVATION MAY 2023 ■ l ®� • , • 1 11 z 0 w a Q EXISTING BEDROOM p� EXISTING BEDROOM � z 0 EXISTING DECK E„y A A Q X.HALL BATH I E O O A x ExisnNG u: o PORCH ❑ PQ CIO C a ® Qa ® xz� U 0� EXISTING X.HALLG EXISTIN LIVING ROOM N Q ❑ z LUAO EXISTING DECK EXISTING Fl �O ® O !� d ` 8 PANTRY 0 c oOo 0a h' c•% Ell a> aft cd Erg iE O L EXISTING KITCHEN Y� Gi ❑ a d EXUINC EXISTING PATIO o'd STOOP EXISTING FAMILY ROOM ❑ TO REMOVER m rz�igj rDsxE. EXISTING 1ST. FLOOR PLAN eanun SAY 3 1 2023 ` _ �``,.,• ' sDEETNUMBE& SCALE: 1/8" = F-0" A-4 iftE Qio�tQbi'!7 1--_ boardetTrusfees 22'-6Yz" 2-10" II T- on O 6-0' FRENCH DRAIN TCONNECrTO O rT, DRYWELL L EXISTING BEDROOM Ca-' EXISTING BEDROOM Q+ z 0 E- ° HALL A EXIST. EXISTING BEDROOM A HAM:, M 22t5"lu Q 0 EXISTINQ 9�y POR H ENTRY 0 W -up `�► w o z Esa HALL = a z a O V In vl EXISTING LNING ROOM � o v x N z M c O O O PATIO _XI IN 0 • O PANTRY FI � d � .��<�`�„/`� o .. a x a --- --- ..... PATIO:1373.4 SF 2"RAIN/HR•230 CF FRENCH DRAIN TO CONNECT TO a 8'dia X 6'DW(CAPACITY:253.5 CF) El t� 2T-3W c w 3 B rn . d EXISTING_FAMILY ROOM EXISTING KITCHEN Fl w' ' FRENCH DRAIN TO CONNECT TODRYWELL hill PROPOSED 1ST. FLOC®R PLAN293'fi" MAY 3 1 2023 OSCAM H/MS 308*: 5/412023 SCALE: 1/8" = V-0" 1 SHM NUMBM __ @aT�