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HomeMy WebLinkAbout7889 ly x shr�- G MahuA)O-A J-Ir�,e eejs OW5, 3'S S� rOV r iqiAf Af� 01+AAI)l -S� 2SO _kc Aq Owner: ECAE 149 LLC File #: 7889 Address: 520 Snug Harbor Rd Code: 13ED Agent Info Martin Finnegan, Esq. s— P.O. Box 1452 _ Mattituck, NY 11952 Phone: 631-315-6070 Fax: Email: mfinnegan@northfork.law � � COS BOARD MEMBERS ��®f S®(/,r�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® <°® 53095 Main Road • P.O. Box 1179 Southold,NY 1 1 97 1-0959 Patricia Acampora Office Location: Eric Dantes a®� Town Annex/First Floor, Robert Lehnert, Jr. f 54375 Main Road(at Youngs Avenue) Nicholas Planamento �C®u Southold,NY 11971 RECEIVED http://southoldtownny.gov +' j�z � G 8*ca. -M- ZONING BOARD OF APPEALS )"' TOWN OF SOUTHOLD �LAAP 1 9 2024 Tel. (631) 765-1809 Southold 'Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2024 ZBA FILE# 7889 NAME OF APPLICANT: ECAE 149, LLC PROPERTY LOCATION: 520 Snug Harbor Road, Greenport,NY SCTM No. 1000-35-5-34 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 January 25, 2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: 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 March 27, 2024. 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 INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The LWRP Coordinator states that the setbacks proposed and new construction outside of the sky plane limits do not enhance the community character and set a precedent for construction in the neighborhood and within the community. The LWRP further states that the proposed 23.04 percent lot coverage on the parcel is contrary to preventing loss of structure in and near flood hazards. 1 However, there is an existing home on the property and a new bulkhead. In demolishing and constructing a new single family dwelling the applicant will have to build to FEMA standards. By building to FEMA standards and the construction of a new bulkhead the proposed improvements will be in conformance with Policy 4 (minimizing the loss of life structures, and natural resources from flooding) of the LWRP. Further,the applicant submitted amended plans showing the proposed new construction outside the sky plane thereby bringing the plans into more conformity with the code and conformity with Policy 1 (Fostering a pattern of development that fosters community character) of the LWRP. Page 2,April 18,2024 #7889, ECAE 149,LLC #1000-35-5-34 By complying with FEMA standards, proposing an Innovative Advanced Septic System approved by the Suffolk County Department of Health Services,and meeting the sky plane requirements,the proposed new construction will be in compliance with the LWRP policy standards. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 14,817 square foot waterfront parcel located in an R-40 Zoning District. The property is irregularly shaped. The property has 162.91 feet of bulkhead frontage along Gull Pond. The property runs 48.64 feet along Snug Harbor Road. The property runs 130.00 feet on the North side. The property runs 162.00 feet on the South side. The property is improved with a two-story frame dwelling, an inground pool, a bulkhead, and a wood deck with ramp and floating dock. All is shown on a survey prepared by Kenneth M. Woychuk, L.L.S., dated January 25, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; Chapter XXXVI, Section 280-207; Chapter XXXVI, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; 4) the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj.to Gull Pond Inlet), Greenport,NY. SCTM No. 1000-35-5-34. RELIEF REQUESTED: The applicant requests variances to demolish as per town code an existing single-family dwelling and construct a new two-story single-family dwelling that will result in a calculated gross floor area of 4,237.1 square feet where town code permits a maximum gross floor area of 2,702 square feet on this size property. The proposed new construction is outside of the permitted sky plane. The applicant proposes a lot coverage of 23.4% where the maximum permitted lot coverage is 20%. Finally,the applicant proposes a rear yard setback of 24.54 feet where town code permits a minimum rear yard setback of 35 feet. AMENDED APPLICATION: During the public hearing, the applicant's representative submitted amended sets of Site Plans and Architectural Plans, last revised April 3, 2024, depicting a reduced elevation of the front (east) elevation of the dwelling,and showing a sky plane extended through the chimney,only. The representative indicated that the Building Inspector informed him that the proposed chimney is not included in the town's sky plane regulation, thereby bringing the plan into less nonconformity with the Town Code. ADDITIONAL INFORMATION: A prior owner of the property was granted variance relief for excessive lot coverage of 22.8%, Appeal #2397, dated March 3, 1978. The property has the benefit of Certificate of Occupancy No. Z9813 dated 1979 for a Private one family dwelling. Certificate of Occupancy No. Z10513,dated June 3, 1981 for an Inground Swimming Pool and Fence, thereby increasing lot coverage. No Notice of Disapproval was issued for exceeding lot coverage further, and according to the Town's Building Inspector, swimming pools have always been included as part of lot coverage. The site plan last revised April 2, 2024, indicates existing lot coverage at 26.5%. The applicant submitted Southold Town Trustees approval for Wetland Permit#9985 which permitted retaining walls and requires the applicant to maintain an existing 10 feet non-turf buffer. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4, 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: Page 3,April 18,2024 #7889, ECAE 149,LLC #1000-3 5-5-34 1. Town Law 4267-b(3)(b)(1). Grant of the relief as amended not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is a residential waterfront neighborhood. The neighborhood is an older neighborhood and large houses on modest sized lots are common in this neighborhood. The existing house has a non-conforming lot coverage, non-conforming buildable floor area, non-conforming total side yard setback, and non-conforming rear yard setback. The proposed new construction is more conforming to the code than the existing dwelling and will result in an improvement to the character of the neighborhood. 2. Town Law 4267-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 is applying for a demolition and therefore could propose a new home that conforms to code. However,the lot is oddly shaped and boarded by wetlands, and there is an existing swimming pool the applicant has to design around which creates a practical hardship to building a code conforming structure 3. Town Law 4267-b(3)(b)(3). The variances granted herein for non-conforming lot coverage is mathematically substantial,representing 15%relief from the code. The variance granted herein for non-conforming rear yard setback is mathematically substantial representing 30%relief from the code. The variance granted for non-conforming gross floor area is mathematically substantial representing 57%relief from the code.However,the applicant is demolishing an existing house that does not conform to current town code. The applicant could renovate the existing home and maintain the existing non-conformity. Permitting the town code defined demolition and reconstruction allows the applicant to maintain the existing building area that it already has in place. The town receives the benefit of a home which is closer to conforming to current town code than the existing residence. 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 and maintain a 10-foot non- turf buffer as per the Southold Town Trustees Wetland's permit. 5. Town Law 4267-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 Relief as Amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home 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 Dantes, seconded by Member Lehnert, and duly carried, to GRANT the Relief as Amended as shown on the Site Plan and Architectural Plans last revised April 2, 2024, prepared by John H. Seifert, Jr., Architects, labeled ST1.0, ST1.1, A2.0 thru A5.0, received by Zoning Board of Appeals on April 4, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. An Innovative Advanced(IA) septic system on the subject property, approved by the Suffolk County Department of Health Services, shall be installed as proposed by the applicant. 2. Prior to receiving a Certificate of Occupancy, the applicant shall submit a survey stamped by a License Surveyor depicting the 10-foot non-turf buffer landward of the bulkhead. Page 4,April 18,2024 #7889, ECAE 149, LLC #1000-35-5-34 3. The applicant shall apply for a Wetland Permit from the Town of Southold Board of Trustees for proposed improvements. 4. All construction shall conform to the Sky Plane Code along all property lines,as defined in Article 1,Section 280-4 of the Town Code. 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,siteplan 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 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, and Lehnert. (4-0) slie Kaneg Weisma , Chairperson Approved for filing f/ / /2024 BOARD MEMBERS *rjF soUjyo Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento • �� Town Annex/First Floor Margaret Steinbugler COUIV 1,+ 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southo ldtownny.gov ZONING BOARD OF APPEALS September 16,2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Martin Finnegan Attorney at Law Fin*an Law, PC P.O. Box 1452 Mattituck, NY 11952 Re: De Minimus Request, File#7889 ECAE 149, LLC 520 Snug Harbor Road, Greenport SCTM No. 1000-35-5-34 Dear Mr. Finnegan; We are in receipt of your letter, dated September 15, 2025, requesting a de minimus approval related to ZBA determination 7889, in which several variances were granted to your client proposing to demolish an existing dwelling and to construct a new two story single family dwelling. As a matter of record, a de minimus request was granted to your client on February 10,-2025 for improvements to the subject property that included a reduction of lot coverage and a slight change in Gross Floor Area, and further conditioned upon the receipt of an amended site plan that had been approved by the Southold Town Board of Trustees. At this time, no amended site plan per our request has been provided, instead we are now in receipt of an additional request for a de minimus approval. In your letter you are requesting a de minimus change based upon the Board of Trustees September 18, 2024 approval which has further reduced the Gross Floor Area of the proposed improvements to 4,250.30 sq. ft. I have reviewed your request along with correspondence from Joe Bello, Architect, dated August 19, 2025, and submitted Architectural prepared by Joseph M. Bello, Architect, last revised August 19, 2025, and have determined that since the change results in a reduction of non-conformity, the change is de rninimus in nature. Please pro.vide this office with an additional signed and sealed set of the Site Plan and Architectural Plans, and contact our office if you have any further questions. Wch , . Planamento ir cc: Building Department FINNEGAN LAW, P.C. 132.50,MAIN ROAD WOW P.O. BOX 1452 mATI-1TLICK, NEW YORK 11952 (631) 15-6070 t SEP 15a12025 MRAIM I FOWAW By Hand and Electronic Mail September 15, 2025 Ms. Leslie Kanes Weisman, Chairperson Town of Southold Zoning Board of Appeals 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 Re: Area Variance Application of ECAE 149 LLC ZBA File 7889 Premises: 520 Snug Harbor Road, Greenport, NY 11944 SCTM # 1000-035.00-05.00-034.000 Dear Chairperson Weisman and Members of the Board: I am writing on behalf of the Applicant, ECAE 149 LLC, to request a further de minimus amendment to the ZBA's April 18, 2024, Determination which granted rear yard, lot coverage and GFA variances for the demolition and re-construction of the existing single-family residence on the premises. Specifically, the ZBA granted relief to allow lot coverage of 23.4% and GFA of 4,237.1 SF (where the pre-existing nonconforming lot coverage was 26.5% and GFA was 4,379.5 SF). As you will recall, on February 10, 2625, your office granted a de minimus approval of the revised plans that were approved by the Trustees on September 18, 2024. The required changes resulted in a further reduction of lot coverage to 22.6% and a modest change to a GFA of 4,268.1 SF, which remained below the GFA of the existing structure. The rear yard setback is now conforming. Since that time, WSJS Architects who signed and stamped the plans dissolved their practice requiring the Applicant to retain Bello Architects to complete the project. I am attaching a letter from Robert Conway, submitted to the Building Department on August 19, 2025, which details some minor revisions to the approved plans that were made, all of which are consistent with or more conforming than the relief granted by the ZBA and Trustees. The GFA has been further reduced to 4,250.3 SF. A copy of the referenced Site Plan dated 8/19/25 is attached. The Applicant is requesting another de minimus amendment to the Determination so that the revised plan can be part of the ZBA record and Determination. Town of Southold Zoning Board of Appeals September 15, 2025 Page 2 Kindly advise if you require any further documentation to place this matter on your next available agenda for review. Thank you for your consideration. Ve y you Martin D. Finnegan MDF/as Encl. cc: Tracey L. Dwyer, Building Permits Examiner Robert Conway, R.A. BELLO : ARC:1I 'J.. �. t; l , JOE BELLO ARCHITECT PC 6334 NORTHERN BOULEVARD EAST NORWICH,NY 11732 631-229-3482 AUGUST 19,2025 Re: Change of Design Professional 520 Snug Harbor Road Greenport, NY 1111944 SCTM#1000-035.00-05.00-034.000 ZBA Grant#7889 Trustees Permit#10642 Town of Southold Suffolk County Dear Plans Examiners, Please find enclosed a complete application for building permit for the property mentioned above.My firm has been hired by the owner to take over the role of Design Professional of record.The previous architectural firm on this project dissolved their practice, and parted amicably with the property owner. Our firm has been hired by the owner to complete this project. Please find enclosed a completed &notarize building permit application,signed by the owner, authorizing us to be the design professional and file this on their behalf. Per Architectural copyright we are barred from copying the previous architects design, and have henceforth presented our own variation on the project while conforming to the stipulations of approvals&conditions granted by the Zoning Board of Appeals (#7889) &subsequently a Trustees Permit(#10642). Per ZBA grant(#7889) Diminished RYSB 24.54'was granted Per Trustees approval,the RYSB was revised to a conforming 40.46' Lot coverage of 22.6%was granted New architectural drawings, 22.6%is upheld GFA of 4,268.1 SF.Was granted New architectural drawings,GFA has been reduced to 4,250.3 Sf.(reduction of 17.8 sf) i Condition#1-An I/A septic system is proposed for this project,please find enclosed approval from Suffolk county WWM R-24-0267 Condition#2—Requirement for establishment of 10' Non turf buffer landward of,bulkhead proper to C.O.,will be met. Condition#3—Wetlands permit was granted by Trustees(#10642) Condition#4-New Architectural drawings conforms with Sky Plane regulations Per Trustees Permit(#10642) Scope of project&approval remain unchanged.All Terms&Conditions of permit will be respected. For comparison,A copy of our proposed site plan dated 8/19/2025 has been enclosed, along with the originally approved site plan produced by the previous architects stamped as approved 9/18/2024. Effort has been made to make only the minimal necessary changes to the project,due to proposed the variations in the architecture of proposed dwelling. No change in proposed scope of work. Please let me know if you need any additional information of further clarification is needed from our office regarding this matter. Best regards, Robert Conway R.A. Bello Architects 516-509-3846 Rob@JoeBelloArchitects.com BOARD MEMBERS ��OF S0Uj�O Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O f0 53095 Main Road• P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: ma,, W,+ she lhkt` �p Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento ycou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS February 10, 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 Re: De Minimus Request, File#7889 ECAE 149 LLC, 520 Snug Harbor Road, Greenport SCTM No. 1000-35-5-34 Dear Mr. Finnegan; We are in receipt of your email correspondence, dated February 5, 2025, requesting a de minimus approval related to ZBA determination#7889, dated April 18, 2024, in which variance relief, as amended, was granted to demolish an existing single family dwelling and construct a new two story single family dwelling,upon the above referenced premises. In your letter you explain that the proposed construction was reviewed by the Town's Board of Trustees and that their Wetland Permit approval was conditioned upon the removal of a portion of the proposed garage. The plans were revised accordingly and approved by the Trustees on September 18, 2024. The required changes resulted in a further reduction of lot coverage to 22.6% from 23.4%, and a modest change to Gross Floor Area(GFA) to 4,268.1 sq. ft. from originally proposed 4,237.1 sq. ft. You further explain that the proposed GFA still remains less than the GFA of the existing dwelling. I have reviewed your request along with the submitted copy of the subject site plan that was approved by the Board of Trustees on September 18, 2024, and have determined that the changes proposed are de minimus in nature. Please note all conditions of approval shall remain. Submit two (2) dated, signed and sealed site plans/surveys depicting the changes, and contact our office if you have any further questions. S c r y, ie Kanes eisma , Chairperson cc: Building Department MCENED FINNEGAN,LAW,P.C. FEB 5 2025 .13250-MAIN KQIAP V*0. BOX 1452 70MING BOARD OFAPPEALS MATTITLICK, NEW YOK'K 11952- (631')'315,-6070 MARTIN D. FINNEGkN, ESQ. MF1N1.4.EGAN@N0R:*THF0KK.LAW By Hand February 5,, 2025 Ms. Leslie Kanes.Weisman, Chairperson Town of Southold Zoning Board of Appeals .54375-Route '25 PO Box 1179 Southold, NY 11.971-0959 Re: Area Variance Application oqgmmg 149 LL ZBA File 7889 Premises: 520 Snug-Hkibor Road, Greenport, NY 11944 ,S,CTM:# 1000-035.00-05._007034.000 Dear Chairperson Weisman and Members of the Board: I am writing on behalf of the Applicant, ECAE 149 LLC, to'request a demmimus amendment to.the,ZIBA's April 18,,2024, Determination which,granted rear yard,,lot coverage and GFA variances for the demolition and re-construction of the existing single-family residence on the premises. Specifically,.the ZBA granted relief to,allow lot coverage of 23'.4% and GFA,.of 4,237.1 SF (where,the pfe-existing nonconforming jot coverage.was.26'.51/o,and GFA was 4,379.5 SF). Following,the'ZBA proceeding,;the proposed construction was reviewed by.the Trustees at their September 2024 meeting.The Trustees'.approval of the required' Wetlands Permit was conditioned upon the removal of a portion of the proposed garage lying seaward of their Pier, Line. The Plans were,revised accordingly and approved by the Trustees on September, 18, 2024. The required changes resulted in a further reduction of lot coverage to 22.6% and a,modest chahge'to,GFA to,4,268.1 SF, which remains below the.GFA of the existing structure. The Applicant isrequesting'a deminimus amendment to the Determination so that the revised plans can be part of the ZBA record and,Determination. I note that the amendment obviates the need for the rear yard variance. Two (2) hard copies of the approved plans are enclosed for your files. Town of Southold Zoning Board of Appeals February 5, 2025 Page 2 Kindly advise if you require any further documentation to place this matter on your next available agenda for review. Thank you for your consideration. Very truly yours, M innegan MDF/as Encl. cc: Tracey L. Dwyer, Building Permits Examiner i P` R' O POSED S � NGLE FAMILY RESIDENICE GREEIVPORT NEW YORK Architects EIUERAL NOTES: MUM (SEP 17 2025 LE LA 6334 Northern Boulevard East Norwich, New York 11732 PROVIDE 1"+/-NON SHRINK GROUT BELOW ALL BEARING AND BASE PLATES �� � A�[.J�u Af�PFALS THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE FULL SET OF CONTRACT THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE THE ARCHITECTS , DOCUMENTS,AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF INSTRUMENTS OF SERVICES WHICH ARE LICENSED TO THE OWNER FOR THE SOLE USE WITH RESPECT TO THIS PROJECT.THE CONSTRUCTION. ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER -� RESERVE RIGHTS,INCLUDING THE COPYRIGHT. ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED,LEVELED WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK THE WORK UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR,INSTALLATION,MATERIALS AND EQUIPMENT REQUIRED AND GROUT. rI 516. 308 .4646 Phone NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS REQUIRED BY CONDITIONS AT THE THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR,OWNER OR ANY ON 5 1 6 . 8 1 3 . 0 9 2 4 F a x SITE. OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC.,OR APPROVED EQUAL(SECURED WITH ANNULAR NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FORALLFLUSHSTRUCTURALCONNECTIONS. PROVIDE SADDLE-TYPE,HEAVY Top VIN�L-APPIr1GLP 55 r `ri �'�°°`s Info@JoeBelloArchitects.com ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,WHICH IS NOT SPECIFICALLY COVERED ON THE DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE STAINLESS STEEL. PROVIDE WELDED W�^'Or'D TW 4.2 LET di www.JoeBelloArchitects.com THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, DRAWINGS OR IN THE SPECIFICATIONS,SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. 13 QQ (MAP) O METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE \ a DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. o > » WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE S 82 eOO OO F 132.50 'BULKHEAD) ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED AS PER"NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", _� 0. 0 6' J ALL WORK SHALL CONFORM TO LATEST EDITION.ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR A ______�_� STOCKADE FEP,L E ON STONE W4 L 0 2'S EL 10.0 X THE 2020 BUILDING CODE OF NEW YORK STATE �O 1of _ ^ - THE 2020 RESIDENTIAL CODE OF NEW YORK STATE OMISSIONS OF THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS q "`-, F� S,141 PA -- -- - --- _-_"-_----_-_ ----------- PERFORMING PORTIONS OF THE WORK. ALL STRUCTURAL WOOD FRAMING,UNLESS OTHERWISE NOTED,SHALL BE MINIMUM DOUGLAS FIR NO.2 OR BETTER WITH BASE ,-, Oi / EL 9.5 " - _ U!aTEP !IrJE p THE 2020 FIRE CODE OF NEW'YORK STATE DESIGN MINIMUM FB 850 PSI;FV=75 PSI;FC(PERP)=1,250 PSI;E=1,300,000 PSI(SEE PLANS FOR ADDITIONAL NOTES AND 6 SLIP 8"oa i ---i � 0 DATE ISSUED: THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE , j LOT THE 2020 PLUMBING CODE OF NEW YORK STATE CONCRETE&FOUNDATIONS: REQUIREMENTS). rrr r--�--� r �I -� �L�w 7 � ���� 1 � � � __ ___ � � 4-22-2025-Working Drawings THE 2020 FUEL GAS CODE OF NEW YORK STATE _O_ d +-� I LL --' "" -- --- e� f� il ALL OTHER LOCAL CODES AND AGENCIES HAVING JURISDICTION. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER h " y i i-. I` DESIGN STRENGTH OF 28-DAY CONCRETE SHALL BE 3,000 PSI MINIMUM. GARAGE SLABS TO BE 5,000 PSI AIR-ENTRAINED. ALL ^ �. EL , 9 Z o) M 6-18-2025-Revised Per Owner CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM CEMENT CONTENT OF 560 LBS/CU YD AND A MAXIMUM SHALL BE FREE FROM KNOTS,SHAKES,ROT,FUNGUS,OR OTHER DEFECTS. G _ EL I -z��FDO~�xan �I; LP ! LP Q ALL NEW CONSTRUCTION SHALL CONFORM TO AMERICAN WOOD COUNCIL,2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1&2 SLUMP OF 4". ALL CONCRETE(CONTROLLED STONE OR GRAVEL)AND REINFORCED CONCRETE WORK SHALL CONFORM TO ACI-318 ^ J \ I 0 a 8-19-2025- Issued for Building Permit FAMILY DWELLINGS o ALL BEAMS SHALL BE PROPERLY ANCHORED AS REQUIRED. PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL FLUSH C1, Z + 1 I i SPECIFICATIONS,LATEST EDITION. CONCRETE SHALL BE AIR ENTRAINED(6/0)WHERE EXPOSED. Cb� s G n I 1 E� LP FRAMED MEMBERS. HANGERS SHALL BE THE APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF e�/� �� Z I - O TFc ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE(NFPA70)AND THE FASTENERS ? 1 j I p L J �, `•J CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, O o rn 1 0 BUILDING CODES OF NEW YORK STATE. �/ I LL' - J LP ' 14 AND 28 DAYS RESPECTIVELY.NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT G v ! I 2.97 DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. O EXISTING ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NEW YORK STATE REQUIREMENTS AND ALL OTHER LOCAL DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. 0) F-) 8 I z O I 3 ssa P. CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH ~ ' E 6� rJ POOL D ` i I LL 0 1 QD�� r I EP - C� PROVIDE AND INSTALL ALL FIRE STOPPING,CATS,BLOCKING,ETC.AT EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY z- _ �-^ DEPARTMENT. ALL REINFORCING,AS REQUIRED,SHALL BE MINIMUM GRADE 60 CONFORMING TO ASTM A 615. ( r l z N _ ; ' EP c�e vl CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. ' ;;I F /X THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC EQUIPMENT AS NOTED ON THE O N0 A4 °F P N 1 `4 O PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. a DRAWINGS. ALL WORK SHALL BE INCOMPLIANCE WITH NEC,FJEMA,NATIONAL PLUMBING CODE,ASME AND ASHRAE ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE �_ ,' �� az�aE i I I w L11 j J ; EP �� JGl`J. all SPECIFICATIONS,INCLUDING ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM LINTEL OR HEADER TO BEARING BELOW. THE ' \` THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON w CO E 6. srowma may III ¢� VIRGIN,UNDISTURBED SOIL,MINIMUM DEPTHS AS PER DRAWINGS. SOIL BEARING CAPACITY IS ASSUMED AS 2,000 PSF MINIMUM. OUTER STUD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLATES. O \ / MnEr I I I I �L_� THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICABLE FILING OF ALL APPLICATIONS,PERMITS,DOCUMENTS, EXISTING I PabPDsm fsra / ✓ i Q THE CONTRACTOR SHALL VERIFY SAME IN THE FIELD. i i i ? � � .,1 Q EP NrDR7A7Es[od11DN5 INSURANCE,ETC.WITH ALL REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH THIS WORK. 0E�/,/PA /0 I / \ ALL NOMINAL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR 5 4"X 3"BRIDGING AS INDICATED AT MID-SPAN OR 11 I I -- '--'-i �\ F i FOR PONIOW orPaa�srop / / II ON c,RACE TO ,i l �/' + PER INTERVALS NOT TO EXCEED 8'-0"O.C.AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER REF'AIRE I l \ CO CONTRACTOR TO PROVIDE DETAILED PRICE BREAKDOWN.OWNER TO PROVIDE BUILDING PERMIT,SURVEY AND FINAL SURVEY. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 30 DEGREE ANGLE OR REPOSE 4.% --__ _____, PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL EL $.7 - --3 BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. _ IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS,TO VISIT THE SITE PRIOR TO FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY % --��- l -y '/ j si t �QUT SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO ADDITIONAL ALLOWANCES,OR EXTRA BE NECESSARY TO ADJUST FOOTINGS DEPTH DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE BEARING MATERIAL. EL �;7 i -- PROPoseb �m� CHARGES,WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE ACQ Ml \ FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,PREPARED FOR BEARING,HAS BEEN REVIEWED BY THE ARCHITECT AND THE �� 1 III zNo aoae � AUTHORITIES HAVING JURISDICTION. PRESSURE TREATED LUMBER. TW 13.4 ��0'' I I / E7WP�IDRnflu�'t THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION(FENCING,BARRIERS, ' + r'o'DN.x 6' PREO ETC.)DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES(OSHA,ETC.)TO PROVIDE FOR THE NOMINAL SIZES OF LUMBER NOTED,ACTUAL NET SIZES USED FOR STRESS CALCULATIONS. L 4.7 I10 PROPOSED GARAGE J / / `" RAW NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS,BUTTRESSES,OR FOOTINGS UNLESS SPECIFICALLY SHOWN. I FLOOR ELEVATION 10.5 / // xgx+ SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND BUILDING. �' G eoRMao �0 ALL DIMENSIONS ARE TO STUD FACES OR CENTERLINE OF BEAMS. E 6. ��G THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL,THE FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8"TO AT LEAST 95% u-�---•-I r / o /� \� DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. OF THE MAXIMUM DRY DENSITY PER ASTM D 1557. FILL MATERIAL SHALL BE LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL a �q6 58 �J_ ` �/ I 0�\ MIXTURE WITH LESS THAN 10 TO 15%FINES PASSING THE NO.200 SIEVE AND A MAXIMUM GRAVEL SIZE OF 3". WOOD JOISTS SUPPORTED BY STEEL BEAMS TO BE CONNECTED TO 2"X "WOOD BLOCKING BOLTED TO STEEL BEAMS WITH(2)1/2" y I ❑O �� - / 6"" F �� Q THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WITH THE WORK. DIAMETER BOLTS 4'-0"O.C.MINIMUM WOOD JOIST LAP IS 4". � `' �y\\ ^'I�� INIo//� S CONCRETE SLABS ON GRADE SHALL BE POURED OVER 10 MIL THICK CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE T L,� BDO ASNOT ED SCALE FIELD CONDITIONS WRITTEN DIMENSIONS ITH CONFIRMITECT'S ED BY OFFICE FIELD FORE PROCEEDTION T WITH WORK PRECEDENCE. ORDERIF DISCINGREPANCY MATE ARISES RECOMMENDED FOR BELOW GRADE APPLICATION. ALL FLUSH STEEL BEAMS TO BE TOPPED WITH A 2"X6"WOOD PLATE BOLTED TO STEEL BEAMS WITH(2)1/2"DIAMETER BOLTS 4'-0" arc Q ALL SUBGRADE FOUNDATION WALLS FOR CRAWL SPACES OR CELLARS TO BE TREATED WITH TUFF-N-DRI H8 DAMP-PROOFING BY THE GENERAL CONTRACTOR SHALL 13E SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING DRYWELLS, TREMCO OR APPROVED EQUAL.INSTALLED PER MANUFACTURES INSTRUCTIONS DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND OPENINGS. h ti ,Q/I r% ��- �Y 1 WS.V aR �P CESSPOOLS,SEPTIC TANKS AND UTILITIES,UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR Un �.r S` ' r 4'Dvr DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR ~T ` Da�'Woa whr+ Q x EL 5.0 DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ; SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS AND COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH DIRECTIONS ALL FLOOR JOISTS SUPPORTING BATHROOM FIXTURES SHALL BE DOUBLED OR 12"O.C.WHICHEVER CONDITION IS DEEMED r � o � W 1�,• �;..; UNLESS OTHERWISE NOTED ON THE PLAN. PRACTICAL IN THE FIELD. V1 TW 3.4 G`> POOL NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING CONDUIT, �- F WIRES,PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATIONS SHALL BE USED FOR WINTER LVL'S AND ENGINEERED WOOD I BEAM JOISTS TO BE AS MANUFACTURED BY'TRUSS JOIST MACMILLIAN CORP'OR EQUAL LVL 0 OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN CONSTRUCTION. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS FROM MEMBERS TO BE 13/4"WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. LVL'S SHALL HAVE A MINIMUM MODULUS OF 1, o \ ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. FROST ACTION. ELASTICITY OF 1,900,000 PSI. � LP]AW THE GENERAL CONTRACTOR SHALL 13E RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND THE LEGAL 6,� G h w\ sm euz�v V` SPREAD FOOTINGS,UNLESS OTHERWISE NOTED,SHALL BE 8"DEEP X 16"THICK,REINFORCED WITH(2)CONTINUOUS#5 REBAR @ FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL LENGTH STL PLATES BOLTED TO WOOD MEMBERS WITH 5/8"DIA. DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL DEBRIS FROM THE SITE. BOTTOM,MIN 3"CLEAR OF EARTH. BOLTS @ 12"O.C.STAGGERED,U.O.N. �z 'J DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL,STATE AND SLAB ON GRADE,UNLESS OTHERWISE NOTED,SHALL BE 4"THICK,REINFORCED WITH ONE LAYER OF 6X6 W2.9X2.9 WELDED WIRE � PROVIDE NEW WOOD HEADERS MINIMUM(2)2"X8' AT INTERIOR WALLS(NON-BEARING)AND AS PER DRAWINGS AT(2"X4'FRAMED) LOCAL AGENCIES(INCLUDING THE EPA). FABRIC CONFORMING TO ASTM A 185. EXTERIOR AND INTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS,DOORS,AND OPENINGS AS y THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE MATERIALS OR RUBBISH MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. X� CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND RUBBISH FROM THE PREMISES AND WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE PLACED 2"BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO �9 SITE AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS AND SHALL CLEAN ALL GLASS SURFACES AND BE 8' AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET, ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C-D EXTERIOR,TYPE 1 EXPOSURE. APA STRUCTURAL(GRADE STAMPED) LEAVE THE WORK"BROOM CLEAN". UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR,TYPE 1.PLYWOOD SHEATHING @ BULH MEAD - BOTTOM OF FOOTING SHALL BE CARRIED DOWN AT LEAST 3 FT.BELOW LOWEST LEVEL OF ADJOINING GROUND OR PAVEMENT FLOORS TO BE 3/4"APA RATED. 48/24 SLOPED ROOFS AND WALLS SHALL BE SHEATHED WITH 1/2"APA RATED. TOP VII`IYL�AFPI'J O THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S SECURITY,TELEPHONE,OR SURFACE AND TO BE PLACED ON INORGANIC UNDISTRESSED SOIL W/A MIN BEARING CAPACITY OF 2000 PSF UNLESS OTHERWISE ^J�w0OD TW 3.5 OTHER A/V SYSTEMS AND SHALL COOPERATE WITH OWNER'S(INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL NOTED. DRAWING LIST. _ rr+ PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. CONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF ALL SLEEVES REQUIRED TO ACCOMMODATE PLUMBING, L11 MECHANICALAND ELECTRICAL TRADES. SHEET DESCRIPTION ty� CONTRACTOR SHALL INSTALL AS PER OWNER'S DIRECTION ANY AND ALL INTERCOM,TELEPHONE,LAN,VLAN,SPEAK,ALARM, COMPUTER,AND/OR CABLE WIRING IN WALLS PRIOR TO SHEETROCKING. BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. GN-0 GENERAL NOTES: COVER PAGE PRIVATETHE GENERAL CONTRACTOR SHALL 13E RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING CONSTRUCTION GN-1 GENERAL NOTES: SITE PLAN � -7 �g THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED BY FLOOR SLABS,TEMPORARY SHORING,OR A rc h i t e ct u ra I Site P I a n BALANCED FILL.PROVIDE 15#FELT MEMBRANE OVER TOWELED ON MASTIC FOR DAMP-PROOFING ON ALL FOUNDATION WALLS, GN_2 GENERAL NOTES: PLUMBING RESIDENCE THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DE-WATERING,ETC.,AND THE WHERE INDICATED ON DRAWINGS. PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN.PROVIDE FOR ALL GN-3 GENERAL NOTES'STRAPPING UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TERMITE PROTECTION IN ADDITION TO PROVIDING TERMITE SHIELDS SCALE : 1" =20' 'J��C' -�- ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM AND WOLMANIZED SILLS. GN_4 GENERAL NOTES: STRAPPING & ENERGY 520 Snug HarborRoad A RIGID STRUCTURE AND TO INSURE:EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. WITH A MIN.2X6 SILL PLATE USE 5/8"ANCHOR BOLTS TYPICAL 44"O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.12"FROM EACH GN-5 GENERAL NOTES: IECC NOTES Greenport ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN MUST BE REPAIRED TO THEIR CORNER.7"EMBEDMENT MIN.USE 3"X 3"X 5/16"SQ.WASHER PLT. SEE PLANS FOR CORNER HOLD DOWN(HD)DESIGNATION D-1 DEMO PLANS: FOUNDATION & New York, 11944 ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO THE OWNER. STRUCTURAL WORK: D_2 DEMO PLANS: FIRST&SECOND FLOOR Z O N I N G A N A L Y S I S RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW TOWN OF SOUTHOLD CONSTRUCTION. REMOVE AND REPLACE ANY AND ALL DAMAGED,ROTTED OR OTHERWISE UNSOUND FRAMING. REPLACEMENT FRAMING MUST BE SC-1 SCHEDULE:WINDOW& DOOR 520 Snug Harbor,Greenport NY RESIDENCE RB-40 SCTM#1000-035.00-05.00-034.000 CONTRACTOR TO RESTORE ANY PORTION OF HOUSE DAMAGED DURING ALTERATION. OF PROPER SIZE AND BEARING TO SUPPORT ANY AND ALL LOADS IMPOSED. A-1 ARCHITECTURAL PLAN: FOUNDATION&CRAWLSPACE SCTM#1000-035-05-34 PRE EXISTING NON-CONFORMING,REFER TO ZONING SECTION 280-124 NON-CONFORMING LOTS LESS THAN 20,000 SF DIMENSIONS SHOWN ON THESE PLANS ARE NOMINAL.CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS.DIMENSIONS FOR ISSUE REQUIRED/PERMITTED EXISTING PROPOSED ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. FRAMING ARE FOR ROUGH FRAMING. A-1,1 ARCHITECTURAL PLAN: CELLAR &CRAWLSPACE FINISH PLAN re PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFYALLDOOR/WINDOW OPENINGS. A-2 ARCHITECTURAL PLAN: FIRST FLOOR LOT AREA 20,000SF. 14,8175F. 14,817SF.(NOCHANGE) When a registered design n CONTRACTOR TO PROVIDE ANY UNDERPINNING,AND/OR TEMPORARY SHORING,REQUIRED FOR THE ADEQUATE EXECUTION OF THE BUILDING AREA 20.0%=2,963.4 SF HOUSE 3,338.8 SF HOUSE 2,731.4:SF professional has stamped and CONTRACTOR SHALL BE FULLY COVERED BY WORKMAN'S COMPENSATION INSURANCE AND SUCH INSURANCE AS MAY BE REQUIRED JOB A-3 ARCHITECTURAL PLAN:SECOND FLOOR BY LOCAL LAWS. OPEN PORCH AREA(>30SF) 39.5 SF OPEN PORCH AREA(>30SF) 67.3 SF signed this page(blue ink), they THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC"MANUAL OF STEEL CONSTRUCTION, A-4 ARCHITECTURAL PLAN: ROOF FLOOR POOL AREA= 556.6 SF POOL AREA= 556.6 SF are attesting that to the best of LATEST EDITION.MATERIALS AS FOLLOWS: TOTAL BUILDING COVERAGE 26.5%=3,934 SF TOTAL BUILDING COVERAGE 22.6%=3,355.3 SF his/her knowledge, belief, and CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION,AND ACCEPTANCE BY g THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. A-5 ELEVATIONS: FRONT& RIGHT SIDE LOT WIDTH 150.0 FT STRUCTURAL STEEL: ASTM A572,GR50, 48.64 FT 48.64 FT(NO CHANGE) professional judgement, such plans and/or specifications are ns pl CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ELECTRICAL BARS,PLATES,ANGLES,MISC: ASTM A36 A-6 ELEVATIONS: REAR& LEFT SIDE ns (lance with the latest GROSS FLOOR AREA 2,100 SF+12.5%OF LOT IN EXCESS OF FIRST FLOOR 3,259.4 SF FIRST FLOOR 2,653.5 SF p WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BYTHEIR RESPECTIVE TRADES. SQ STEEL TUBING: ASTM A500,GRADE B A-7 SECTIONS 10,000 SF.=2,702.1 SF SECOND FLOOR 953.0 SF SECOND FLOOR(INC OPEN TOBELowSPACE) 1,596.8 SF New York State Building Code. CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. BOLTS: ASTM A325 ANCHOR BOLTS: ASTM A307 A-8 SECTIONS THIRD FLOOR(OBSERVATORY) 80.6 SF TOTAL GFA 4,250.3 SF ATTIC ABOVE 1ST FLOOR>6 FT HT 8.5 SF copyright 2025 ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS SHALL BE SUPPLIED BY THE WELDING ELECTRODE: ASTM E70XX © CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES SAME. S-1 STRUCTURE PLAN: FIRST FLOOR FRAMING 1ST FLOOR CLG HT.>15 FT 16.3 SF ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND BE PERFORMED BY ATTIC ABOVE 2ND FLOOR>6 FT HT 61.7 SF DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF CLIENT,ARCHITECT,ETC.THE WELDERS CERTIFIED IN ACCORDANCE W/AWS STANDARDS. S-2 STRUCTURE PLAN:SECOND FLOOR FRAMING TOTAL GFA 4,379.5 SF JOE BELLO ARCHITECT, P.C. CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE. CONTRACTOR SHALL NOT CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM THE OWNER. PLACE ALL BEAMS W/CAMBER BOWING UP S-3 STRUCTURE PLAN:ATTIC FLOOR FRAMING FRONT YARD 35.0 FT 36.37 FT 42.37 FT TO DWELLING 36.50 FT TO ROOF OF FRONT PORCH THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER,GENERAL CONTRACTOR OR ANY S-4 STRUCTURE PLAN: ROOF FRAMING SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED,IN WRITING,BY THE ARCHITECT. ALL NEW ROOF JOISTS,HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE SIDE YARD 10.0 FT 10.2 FT 10.2 FT BRED ARC `5� THERE IS NO OBLIGATION FOR THE ARCHITECT TO PRODUCE CERTIFICATION LETTERS REQUIRED BY THE MUNICIPALITY. UPWARD. E-1 ELECTRICAL PLAN: CRAWLSPACE SIDE YARD AGGREGATE 25.0 FT 10.2 FT+14.6 FT=24.8 FT 10.2 FT+15.1 FT=25.3 FT P M. 8 E-2 ELECTRICAL PLAN: FIRST FLOOR MIN. REAR YARD 35.0 FT 24.7 FT TO DWELLING 40.46 FT TO DWELLING 2�r �C E-3 ELECTRICAL PLAN: SECOND FLOOR 23.0 FT TO POOL 23.0 FT TO POOL E-4 ELECTRICAL PLAN: &ATTICS/ EAVES MAX.HEIGHT 35.0 FT TO PEAK OF SLOPING ROOFS 32.0 FT TOP OF FLAT ROOF(OVER OBSERVATORY) 31.7 FT TOP OF HIGHEST RIDGE J 1 11 25.0 FT FOR FLAT OR MANSARD ROOFS 27.5 FT RIDGE OF MAIN ROOF 2 STORIES TABLE R 3�OZ�� (1� M_2 MECHANICAL SCHEMATICS: CRAWLSPACE& FIRST FLOOR 2-1/2 STORIES 3 STORIES(INCLUSIVE OF OBSERVATORY) �'-9�. 2670 yQQ� CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (SUFEOLI� COUNTY MECHANICAL SCHEMATICS: SECOND FLOOR &ATTIC FOFNE� ` ) Registered thru 02/26/2026 FILE: WIND DESIGN SUBJECT TO DAMAGE FROM ;. DC MIIMUS APPROVAL 24407 GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR FREEZING MEAN SNOW DESIGN DESIGN UNDERLAYMENT HAZARD INDEX ANNUAL 1 Oared 1 IG I SCALE: LOAD TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY FROST LINE TEMP. REQUIRED TEMP >>_ ' ' ' ' «_' *,,., . , ;,4� SPEED(MPH) EFFECTS REGION DEBRIS ZONE WEATHERING DEPTH TERMITE �k _ ; '._.' . .•,:} ,. .. ``:,R ® L� AS NOTED DRAWN BY: YES W. I,.,..• .,...;;. RWC 130 MPH. " MODERATE ° AS PER , 20 EXPOSURE B' NO NO ZONE 1 B SEVERE 36 REQUIRED ( 15 YES FIRM 599 51 CALL811/1-800-272-4480/NewYork-811.com SHEET. TO HEAVY) CONTRACTOR RESPONSIBLE FOR CONTACTING 811 SERVICES FOR UTILITY MAKROUS PRIOR TO THE START OF ANY EXCAVATION KEY MAP EXISTING ADJACENT LEGEND PROPERTY �PROPERTY DWELLING F LOCATION NOTE: PROPOSED RETAINIG WALLS Architects PROPOSED PERMEABLE RA. r}, : u PAVER DRIVEWAY AS APPROVED BY THE BOARD OF ` '� =rypc'° a - • TRUSTEES OF THE TOWN OF SOUTHOLD 1 ` - RA PROPOSED 2nd STORY a . ON 2/15/23 ��JM, « ..}/ * x 1aPNN .: a . ' f PROPOSED FOOTPRINT 6334 Northern Boulevard East Norwich, New York 11732 RECONSTRUCTED DWELLING EXISTING TO BE REMOVED •- FUJI CLEAN INNOVATIVE , . 3 8.4646 Phone I I &ALTERNATIVE SEPTIC n FUa/I CLEAN INNO ATIVE 8 DIA. X 4 TALL ` \� 5 1 6 . 8 1 3 . 0 9 2 4 F a x s _ _J TANK I ' �/ TANK SEPTIC G POOLS www.JoeBelloArchitects.com X & ALTERNATIVE PRECAST CONC. O Info@Joe BelloArchitects com ZJ r I I 1 LEADING www.JoeBelloArchitec s.com °• � +�" ?G� , 5 :' ^� e�PG �' PROPOSED 8' DIA.X 4' - �I I� V T 5 P. I (3tJL F OID y �. �\ / p J I N O m ) .�` . . J�.. .� - L �1 �p�ct?,. LP TALL PRECAST CONC. �'v �N O 0�) ( A P 2 " " f `� :f �_� LEACHING POOLS TYP. / W Q �\ f N, , �. o T EXPANSION LEACHING \ 13 0. 0 0 (MAP 4nA ,) EP POOLS TYP. � DATE ISSUED: S 82 °00 ' JO ' E 132 50 (BUU,\HLAD 4-22-2025-Working Drawings i ' �1 '♦: a- it I, 1 ' .. t ` :'- ' ♦ \ PROPOSED PRECAST CONC. O. O. �� N ® � DRWELLS W/SOLID COVE. 6-18-2025-Revised Per Owner REFER TO SITE PLAN FOR - EXISTING ADJACEN T SIZES&LOCATIONS. %/,,, ` O�,l,' OF FORMER i S TO L' I'�A D E F L�J � O�`J \TO N� WA� � � � E L 1 0 0 X M�r ' 8-19-2025-Issued for Building Permit PROPERTY DWELLING �- f>. PATIO R,4DE -- ------ -i ----\� ----- --------------- ^----- PROPOSED PRECAST CONC. / 1 / REFER TO SITE PLAN FOR1 INLET ER �1.- - 6 , i ---, WATER L O tri / SIZES&LOCATIONS. ` 5 L i P $04r ' i r I i L E)T b �l PROPOSED (�}) / 8 EXISTING CONTOURS L I rrrT I i l 1 1 1 i i I I / -- I I I I y ! I I I I --i-- ---1 --- ------------ PERMEABLE � / X EXISTING GRADE ELEVATION \� LLLIJ+_� ,' LLL �-- , DRIVEWAY / ------------ r- I i - j = / Name: Geraci WSJS ^ DC E 19 �---EXTENT OF EXISTING-' 1 I L P L -1 /� L 2ND FLOOR FOOTPRINT I L P �- / Surveyor: Woy �\ (`/-�y���/ Location: Greenport ^� "' ,, 0 Tax Map Number: 1000-35-5-34 �L� _` � ' G D Project Description: Res v_ ♦ \� T / /,' f I .,'. I ., I ---- ---- V� - - - L I --' LL_ (� - EX/STING I I I -- , - -._ - (J Date: 122822 8:40AM ov RETAINING L / WALL TYP. \l ) _ I ❑ L�l -1 w / C) / / I ( w ('� L ' a n ! i / I I 00 I I 1 L P j Mixed sand and loam / - o f ^ 42.37 �- -- E\ISTIf I - r w � �'LI 1 y / z I I 36.50' S Brown Gayey sand sc /� � �=, 1 I f�'C'' �0 J r,J C � I I ( �'�' LJL z I I ---- COVERED OPEN \ E 61• P Ci L C> I k Vr I I PORCH FRONT EP g Water m brown clayey sand SC 1 I EX/STING III I I I X 10' /O •gh ___-_-_- - -_ 0 ^\ �.' w RETAINING (� LINE OF FORMER PROPOSED 2ND I I I I Cn ) PROPOSED 0 'Q J o\ i \ WALL TYP. \ I i 1 I / 5 ® PATIO ON GRADE STORY EXTER/ORI I I I I X W F , PERMEABLE L S e rl \� \ BALCONY I I I I W DRIVEWAY EP / M 0 J \, Water in brown fine to medwm sand SP ) 4 / O J cc \ STORM DRAIN E 6. 71 \ INLET- IT ✓ O r \\ / / �J / I PROPOSED >ST FL. �s�6'' \ /� - I I I ADDITION 60 sf. , . EP INDICATES LOCATIONS \\ Comments: Water encountered 9.6'below surface Q J DEC/1',/PA T/O L J I _ / O FOR POTENT/AL EXPANSION \ / -ON GRADE TO � � � � � ' ; \ �/' (,-, IV/ LEACHING POOLS PER SOIL BORING 2S' _____ 6E- REP141RED I I I-I- SCDHS REQMTS R LINE E DIAGRAM RAM 4 -_____, L LL_� PIE - TEST HOLE DATA EL $. 7 - � /'`� _ ��' / SCALE : NTS STORM DRYWELL SYSTEM C, SOIL BORING PERFORMED BY MCDONALD - - -� 12' DIA. X 5' HEIGHT PRECAST E L �'. 7 I / CONCRETE STORM PIER LINE INFORMATION TAKEN FROM SITE PLAN GEOSERVICES, SOUTHOLD, NY ON 3/18/2024 - - - - - - - - - - - ` j DRAINAGE RING PREPARED BY 'WSJS ARCHITECTS' DATED 9/4/2024, I ZW EXTENT OF PROPOSED . \ % AS APPROVED BY BOARD OF TRUSTEES 9 18 2024 ( m 2ND FLOOR \ , / / i EXISTING � o TW 3. 4 RETAINING ` I 0 1 STORM DRYWELL SYSTEM A, STORM DRAINAGE CALCULATIONS STORM DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= WALL TYP. \ I W� I % `, o cn W -� / C DIA. X 5 HEIGHT PRECAST P R I V A T E TOWN OF SOUTHOLD STANDARDS 4,647.E x .167 FT/HR x 1.0 = 776.1 CF. L 4. 7 I o PROPOSED GARAGE CONCRETE STORM ` STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA= 0 _ / / / DRAINAGE RING RAINFALL=2" / HR. _ 0.17 FT/HR ^� O I Q FLOOR ELEVATION 10.5t / COEFFICIENT FOR PERMEABLE LANDSCAPING & GRASS = 0.3 3,738.7 x .167 FT/HR x 0.3 = 187.3 CF. COEFFICIENT FOR ROOFS AND PAVING = 1.0 TOTAL CUBIC FEET OF STORAGE REQUIRED = 776.1 CF. + 187.3 CF.= 963.4 CF. \/ EL // BORING CA oN G RESIDENCE TOTAL CUBIC FEET OF STORAGE PROVIDED = 1,000.33 CF. > 963.4 CF. E 6. __ -�- r _ _ / o �� 520 Snug HarborRoad IMPERVIOUS AREA DRYWELLS TO BE PROVIDED 9, LJ - - / '. , / , SYSTEM 'A' - (1) 10' DIA. x 5' HEIGHT PRECAST CONCRETE o�6 S `LJ\ �/ O� Greenport � ❑ � � � � - - / � 6 . '^� � � Q New York 11944 BUILDING INCLUDING COVERED 3,090.5 SF. STORM DRAIN RING, EFFECTIVE DEPTH 4,5' - \� A C A CI,� c ' CAPACITY = 68.42 CU.FT. PER LIN. FT. / I / i i1 PORCHES & ROOF OVERHANGS _ / X L P� SCTM#1000-035.00-05.00-034.000 68.42 x 4.5 = 307.89 CU. FT. CAPACITY JJJ/ / \� DECK SURROUNDING POOL AT 1,557.1 SF REAR/WEST SIDE OF HOUSE SYSTEM 'B' - (1) 10' DIA. x 4' HEIGHT PRECAST CONCRETE �\ �0L ---� ��O G I I-----t STORM DRAIN RING, EFFECTIVE DEPTH 3.5' BACK UP GENERATOR O TOTAL IMPERVIOUS AREA 4,647.6 SF CAPACITY= 68.42 CU.FT. PER LIN. FT. <.' ti- When a registered design 68.42 x 3.5' = 239.47 CU. FT. CAPACITY w fir, �`P professional has stamped and PERMEABLE AREA - \?,/ �o STORM DRYWELL SYSTEM B, \� signed this page (blue ink), they LANDSCAPED AREA & PERMEABLE 3,736.7 SF. SYSTEM 'C' - (1) 12' DIA. x 5' HEIGHT PRECAST CONCRETE � C DIA. E 4 HEIGHT PRECAST are attesting that to the best of �' �J' ,^ ��' � CONCRETE STORM his/her knowledge, belief, and DRIVEWAY IN THE FRONT STORM DRAIN RING, EFFECTIVE DEPTH 3.5' �� DRAINAGE RING professional judgement, such CAPACITY= 100.66 CU.FT. PER LIN. FT. ] �� x EL 5. v ;: plans and/or specifications are 100.6E x 4.5' = 452.97 CU. FT. CAPACITY 0 (� ��..-' in compliance with the latest o .'' POOL FILTRATION SYSTEM New York State Building Code. Z 0 N I N G A N A L Y S I S TOWN OF SOUTHOLD TW 3. 4 \�0 © copyright 2025 520 SnugHarbor,Greenport NY �Yi� W RESIDENCE RB 40 G �� �` O �I � NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 SCTM#1000-035-05-34 PRE EXISTING NON-CONFORMING,REFER TO ZONING SECTION 280-124 NON-CONFORMING LOTS LESS THAN 20,000 SF , 0 FOR INFORMATION REGARDING PROPOSED DEMOLITION JOE BELLO ARCHITECT, P.C. ISSUE REQUIRED/PERMITTED EXISTING PROPOSED Z �-► 0 AND REMOVAL OF PORTIONS OF EXISTING BUILDING C �• PROPOSED BURIED AND FOR INFORMATION REGARDING PROPOSED LOT AREA 20,000 SF. 14,817 SF. 14,817 SF.(NO CHANGE) �� / \ G LP TANK l,� DEMOLITION AND REMOVAL OF EXISTING SITE �] BUILDING AREA 20.0%=2,963.4 SF HOUSE 3,338.8SF HOUSE 2,731.4SF �� �/ �, IMPROVEMENTS. p� �gr ,��REDARCy OPEN PORCH AREA(>30SF) 39.5 SF OPEN PORCH AREA(>30SF) 67.3 SF r lad ; MI NI MUS APPROVAL �5 p M e �j• POOL AREA= ° _ 556.6 SF POOL AREA= ° - 556.6 SF TOTAL BUILDING COVERAGE 26.5/°=3,934 SF TOTAL BUILDING COVERAGE 22.6/0 3,355.3 SF y y /� 00od IG 4 LOT WIDTH 150.0 FT 48.64 FT 48.64 FT(NO CHANGE) G 0 * U� G- 1 GROSS FLOOR AREA 2,100;>F+12.5%OF LOT IN EXCESS OF FIRST FLOOR 3,259.4 SF FIRST FLOOR 2,653.5 SF i-" v � � � � � "J 10,000 SF.=2,702.1 SF SECOND FLOOR 953.0 SF SECOND FLOOR(INC.OPENTO BELOW SPACE) 1,596.8 SF T TAL FA 4 250.3 SF ` 0 S� 0 26713 Q� THIRD FLOOR(OBSERVATORY) 80.E SF 0 G INFO & SURVEY DATA '9T 10 ATTIC ABOVE 1ST FLOOR>6 FT HT 6.5 SF \� ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY F NE`N 1ST FLOOR CLG HT.>15 FT 16.3 SF � � �� ATTIC ABOVE 2ND FLOOR>6 FT HT 61.7 SF PREPARED BY 'KENNETH M WOYCHUK LAND SURVEYING, Registered thru 02/26/2026 TOTAL GFA 4,379.5 SF 'L� PLLC' DATED 1/25/2022 FRONT YARD 35.0 FT 36.37 FT 42.37 FT TO DWELLING ✓. & FILE: 24407 36.50 FT TO ROOF OF FRONT PORCH I EA,D SITE PLAN PREPARED BY 'WSJS ARCHITECTS' DATED 9/4/2024, SIDE YARD 10.0 FT 10.2 FT 10.2 FT U I�,� B J r\� ? AS APPROVED BY BOARD OF TRUSTEES 9/18/2024 SCALE: SIDE YARD AGGREGATE 25.0 FT 10.2 FT+14.6 FT=24.8 FT 10.2 FT+15.1 FT=25.3 FT Tn�I 1 n/ 0 D �'� I I 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM AS NOTED 3.5 MIN. REAR YARD 35.0 FT 24.7 FT TO DWELLING 40.46 FT TO DWELLING �'v / V V TW" 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: X.X DRAWN BY: 23.0 FT TO POOL 23.0 FT TO POOL F.FL. -FIRSTFLOOR G.FL.-GARAGE FLOOR RWC TB -TOP OF BULKHEAD MAX.HEIGHT 35.0 FT TO PEAK OF SLOPING ROOFS 32.0 FT TOP OF FLAT ROOF(OVER OBSERVATORY) 31.7 FT TOP OF HIGHEST RIDGE • BB -BOTTOM OF BULKHEAD TW -TOP OF WALL 25.0 FT FOR FLAT OR MANSARD ROOFS 27.5 FT RIDGE OF MAIN ROOF 2 STORIES Architectural Site Plan BW - BOTTOM OF WALL SHEET: 2-1/2 STORIES 3 STORIES(INCLUSIVE OF OBSERVATORY) 3. FLOOD ZONE INFORMATION TAKEN FROM: EXISTING DWELLINGS ZONING INFORMATION TAKEN FROM SITE PLAN PREPARED BY 'WSJS ARCHITECTS' DATED 9/4/2024, SCALE : 1" =10' FLOOD INSURANCE RATE MAP No. 36103CO176 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X:AREAS DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN. AS APPROVED BY BOARD OF TRUSTEES 9/18;2024 i VENT PIPES TO EXTEND THROUGH VENT PIPES TO EXTEND THROUGH ' MIN. 3"VENT FROM ROOF 6"OR ABOVE ANTICIPATED MIN. 3"VENT FROM t) 12"INSIDE THERMAL ROOF 6"OR ABOVE ANT/WHICH D NEW YORK STATE REQUIREMENTS• SNOW ACCUMULATION, WHICH E INSIDE THERMAL ESNOW ACCUMULATION,VER S GREATER PER P3I03H1 ENVELOP TO ABOVE EVER IS GREATER PER P3103.1 ENVELOP TO ABOVE � ROOF AS PER P3103.2 I I i III le c Es ROOF ROOF ROOF AS PER P3I03.2 I ENSUI TE ENSUI TE ENSUI TE BATHROOM I HALL BATHROOM BATHROOM BATHROOM 7 [202] [20J] [204] ROOFING NOTES: THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN SIX FEET(6') [20I1 I FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. 2" 2" 2" GAGE[0.105 INCH I SHANK WITH A MINIMUM 3/8-INCH DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ALL BATH,TOILET,KITCHEN AND GARAGE OUTLETS SHALL BE GROUND-FAULT-INTERRUPTER PROTECTION APPROVED DEVICES. ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH I I I THICK,THE FASTENERS SHALL PENETRAE THROUGH THE SHEATHING. PROVIDE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM WITH AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1)FOR I I 6334 Northern Boulevard T CONTINUOUS OPERATION,USE TABLE M1507.3.3(2) I l I I East Norwich, New York 11732 ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER APPROVED INSTALLATION FOR CONVERSION FACTORS FOR INTERMITTENT OPERATIONS REQUIREMENTS. 2I 2 I 2 I 2 I I I 12 12 IZ 2I 2 I 2 I I I I2" 12" I2" INSTRUCTIONS,BUT NOT LESS THATN THAN FOUR FASTENERS PERSTRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL(21:12),SINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE THE MINIMUM LOAD FOR UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE ONE HUNDRED PERCENT(100%)OF TOILET LAN. LAN. LAN -• MANUFACTURES APPROVED INSTALLATION INSTRUCTIONS. THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2. I I . TOILET I I TOILET LAN. I I LAv. TOILET I SHUT NEW I I I rua 516. 308 .4646 Phone ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACE ROLL ROOFING,SLATE,AND WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN 5 1 6 . 8 1 3 . 0 9 2 4 F a X I SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN SECOND FLOOR OFF DRYER SECOND FLOOR SHOWER SHOWS I I SHOWER Info@JoeBelloArchitects.com ACCORDANCE WITH TABLE E3702.1. THE ICE BARRIER SHALL BE'GRACE ICE&WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT'BY GRACE OR APPROVED EQUAL. 3" 2' 2' I I 2" 3" 3" 2' 2" 3" www.JoeBelloArchitects.com INSTALLED PER MANUFACTURES INSTRUCTIONS FINAL SELECTION OF ALL ELECTRICAL LIGHTING FIXTURES TO BE BY OWNER-CONTRACTOR&ELECTRICAL CONTRACTOR TO COORDINATE ALL RELATED WORK AS PER FIXTURES SELECTED 2 CLEAN 2„ THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE OUT 2"TRAP SIZE FOR TUB 2" TRAP SIZE FOR TUB CLEAN CLEAN 2"TRAP SIZE FOR TUB 2" TRAP SIZE FOR TUB CLEAN EXTERIOR WALL LINE OF THE BUILDING. ANY LIGHTING&ELECTRICAL OUTLET SHOWN ON PLAN IS A PRELIMINARY LAYOUT-ALL LOCATIONS TO BE VERIFIED WITH OWNER IN THE 8 SHOWERS AS PER 8 SHOWERS AS PER OUT OUT 8 SHOWERS AS PER I I 8 SHOWERS AS PER OUT FIELD-WALK THRU WITH OWNER/ARCHITECT IS REQUIRED RP3201.7 I I RP320I.7 RP3201.7 RP3201.7 THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE POWDER POWDER Ir I ENSUI TE BUILDING. SMOKE ALARM,HEAT DETECTOR,AND CARBON MONOXIDE ALARM NOTES: KITCHEN I LAUNDRY ROOM ROOM GARAGE ROOM Q BATHROOM DATE ISSUED: FLASHING TO BE 0.04 ALUMINUM MIN.UNLESS OTHERWISE NOTED PROVIDE SMOKE ALARMS AND HEAT DETECTORS PER SECTION R314&NFPA 72 2" ��* [l 0l] [/OZ] 2 I [10.3J 4-22-2025-Working Drawings ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 I I I 2"( I T F_ 6-18-2025- Revised Per Owner FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK IF APPLICABLE. • (AS APPROPRIATE FOR INTENHEAT DETECTORS SHALL BEIDED STED AI PLICATIOD jNCE WITH UL 5210R UL 539 12 12 I2 12 I I I 12 12 I2 2 I 2 I I I I2 I2 12 2 8-19-2025- Issued for Building Permit • CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217&UL 2034 SINK SINK I LAN. TOILET LAN. TOILET LAN. ( I LAv. LAv. TOILET VERTICAL FACE 1 INCH MINIMUM.IF APPLICABLE IN NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS&HEAT DETECTORS SHALL BE PROVIDED IN NEW SHUT NEW SHUT NEW SHUT FIRE DISH DISH WASHING PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS,LAP INTO GUTTER ATTACHED GARAGES. FIRST FL. OFF DRYER OFF RANGE OFF PLACE FIRST FL. WASHER WASHER I I MACHINE SHOWER . . I T 1`7- 771 WHERE SKYLIGHTS IN CATHEDRAL CEILINGS BLOCK THE CONTINUOUS AIR PASSAGE,NOTCH 1 INCH HOLES IN THE CRIPPLE EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH 2 2 2 2 2 3 Z 3 2 I I 2 2 3 RAFTERS ABOVE AND BELOW THE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO ADJOINING RAFTER BAYS. SMOKE ALARMS AS REQUIRED BY APPENDIX 10F 2020 RESIDENTIAL CODE OF NEW YORK STATE 2„ 2" CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3 2 LOCATIONS. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: cns GAS CLEAN CLEAN 2 "211 FEET ABOVE THE HIGHEST POINT WHERE:THE CHIMNEY PASSES THROUGH THE ROOF. SERVICE METER OUT OUT CLEAN CLEAN 2"TRAP SIZE FOR TUB 1.IN EACH SLEEPING ROOM. � I OUR 8 SHOWERS OUT RP32017 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS,AND NOT INCLUDING CRAWL SPACES SHUT FRESH AIR INTAKE 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS. I . ALL FLUES SERVING WOOD BURNING FIREPLACES SHALL BE PROVIDED WITH A SPARK ARRESTOR PER R1003.9.2 PER v AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN FF I I ALL FLUES TO BE PROVIDED WITH A CHIMNEY CAP PER R1003.9 THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED BACK THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. UP CHIMNEY CLEARANCES-ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF THE BATHROOM THAT GENERATOR 4" WALL OF THE BUILDING SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLE OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. CLEAN OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A 5.ALL LAUNDRY ROOMS/ROOMS CONTAINING CLOTH DRYER SHUT OUT I N MINIMUM AIR SPACE CLARENCE OF 1 INCH. THE AIR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH OFF CLEAN SECTION R1003.19 ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE BOILER OUT INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE CHIMNEY FIREBLOCKING-ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE ELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL LATH LAID ACROSS THE SPACE BETWEEN ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,WITH A BATTERY BACKUP.WIRING SHALL BE PERMANENT COMBUSTIBLE MATERIAL AND THE CHIMNEY. AND WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS,UNLESS THE CHIMNEY INTERSECTTHE RIDGELINE.THE INTERSECTION 915 FIRE CODE OF NEW YORK STATE.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CRAWL SPA CE CRAWL SPA CE OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTERFLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.CRICKETS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FIGURE R1003.20 AND TABLE 1003.20. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA 10 FT OF THE ENTRANCE FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE TO THE SLEEPING AREA,AND AT A MIN.ON EVERY STORY THAT CONTAINS A CARBON MONOXIDE SOURCE. DE MINIM' APPR�I�A LISTING. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AT EVERY LOCATION SPECIFIED BY CODE PLUS ANY ADDITIONAL LOCATION REQUIRED BY THE MANUFACTURE OF THE CARBON MONOXIDE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN Dated-9 I � 1.ALL WORK TO BE DONE BY A PLUMBER LICENSED IN THE LOCAL MUNICIPALITY. PLUMBING NOTES: LOCATIONS THAT AVOIDS DEAD AIR SPACES,TURBULENT AIR SPACES,FRESH AIR RETURNS,OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS, GAS RISER DIAGRAM PLUMBING RISER DIAGRAM tF' AND OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. 2.ALL PLUMBING WORK SHALL CONFORM TO THE STANDARDS OF THE 2020 BUILDING CODE OF NEW YORK STATE,THE 2020 PLUMBING MISCELLANEOUS: CODE OF NEW YORK STATE,2020 FUEL GAS CODE OF NEW YORK STATE AND ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES TABLE P3201.7 HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT. PROVIDE METAL DRIP FLASHING OVER ALL WINDOWS AND DOORS AS REQUIRED. NOT TO SCALE NOT TO SCALE SIZE OF TRAPS FOR PLUMBING FIXTURES 3.THE PLUMBER SHALL PAY FOR AND OBTAIN ALL PERMITS,INSPECTIONS,ETC.RELATED TO HIS WORK UNDER THIS APPLICATION,AS PLUMBING FIXTURES TRAP SIZE REQUIRED FOR THE COMPLETION OF HIS WORK. MINIMUM 4.THE PLUMBER SHALL REMOVE ALL UNUSED AND UNNECESSARY PIPING AND SHALL PROVIDE NEW AS SHOWN ON PLANS. PROVIDE CAULKING AT ALL WOOD AND METAL JOINTS,AND ALL DOORS&WINDOWS. (INCHES) 5.ALL PIPING IS TO BE CONCEALED IN WALLS,SOFFITS,OR HUNG CEILINGS AND SHALL NOT BE EXPOSED TO VIEW,UNLESS SO NOTED. BATHTUB(WITH OR WITHOUT SHOWER 6.PLUMBER SHALL PERFORM ALL WORK AS REQUIRED TO PROVIDE A COMPLETE SYSTEM THAT COMPLIES WITH ALL APPLICABLE CODES. PROVIDE AND INSTALL 5/8"GYPSUM BOARD(MINIMUM),(TYPE"X"AS NOTED),TYPICAL ALL WALLS AND CEILINGS,UNLESS OTHERWISE HEAD AND/OR WHIRLPOOL ATTACHMENT) EXISTING PIPING SHALL BE MODIFIED AS REQUIRED. NOTED, ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED(3 COATS). 15"MIN. I5"MIN. BIDET 1 a 7.WATER DISTRIBUTION SYSTEM TO BE COPPER TUBING OR APPROVED EQUAL THROUGHOUT. CLOTHES wASHER STANDPIPE 2 DISHWASHER ON SEPARATE TRAP 1 A DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6.DRILLING AND NOTCHING PROVIDE AND INSTALL 5/8"GYPSUM BOARD TYPE'X'OR APPROVED EQUAL"FIRE CODE"GYPSUM BOARD(MINIMUM 3/4 HOUR RATED)AT Z TOP PLATES FLOOR DRAIN 2 DR DR TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. GARAGE AND OVER BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABITABLE SPACE AS REQUIRED BY STATE AND LOCAL BUILDING KITCHEN SINK(ONE&TWO TRAPS,OF WITH OR 1 CODES. WITHOUT DISHWATER&WASTE DISPOSAL) LAUNDRY TUB 1 OR MORE COMPARTMENTS 1 NO STUD SHALL BE CUT TO RECEIVE PIPING LARGER THAN 1-1/2"IN DIAMETER. IF THE RUNNING OF PIPES REQUIRES THE CUTTING OF `� TUB STUD LAVATORY t , PLATES,PROPER PROVISION SHALL BE MADE FOR TYING TOGETHER AND SUPPORTING ALL STRUCTURAL MEMBERS AFFECTED BY SUCH THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR FINISHES THROUGHOUT. T SHOWER(BASED ON TOTAL FLOW RATE CUTTING. BORED HOLE MAX. DIAMETER 40 THROUGH SHOWERHEADS& THE CONTRACTOR MUST ALLOW AND PROVIDE FOR ALL NEW PLUMBING(GAS,WATER,ETC.),PIPING AND/OR REPIPING AND EQUIPMENT AS j� /ylN 21"MIN PERCENT OF STUD DEPTH nODYSP ow ate RAYS) THE CUTTING OF ANY 2X JOISTS TO FACILITATE THE INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS: MAY BE REQUIRED. CLEARANCE 5/8 IN. MIN. TO EDGE 5.7 gpm and less 1 J4 THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2",EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM EDGE OF more that 5 7 gpm up to 12 3 gpm 2 JOIST IN THE MIDDLE THIRD OF ITS SPAN WILL NOT BE PERMITTED. more than 12.3 gpm up to 25 8 gpm 3 PROVIDE ACCESS TO ATTIC/CRAWL SPACE AREAS BY MEANS OF 24"X18"REMOVABLE PANELS IN CLOSET CEILINGS,OR AS INDICATED ON more than 25.8 gpm up to 55 6 gpm 4 IF CUTTING OF A FLOOR JOIST MORE THAN 2"IS FOUND NECESSARY,A HEADER THE FULL DEPTH OF THE BEAM SHALL BE CUT IN TO SUPPORT DRAWINGS. TUB 5/8/N. MIN. r0 EDGE THE END OF THE JOISTS. 24"MIN. CLEARANCE IN PROVIDE NEW FULL CAVITY INSULATION IN ACCORDANCE WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS FRONT OF OPENING _ ALL PLUMBING FIXTURES SHALL BE INSTALLED WHERE PIPES MUST PASS THROUGH JOISTS,HOLES SHALL BE DRILLED TO RECEIVE THE PIPES.THE DIAMETER OF SUCH HOLES SHALL NOT BE AT ALL EXISTING EXTERIOR WALLS AND ROOF ENVELOPE AREAS EXPOSED DURING NEW CONSTRUCTION. NOTCH MUST NOT EXCEED 25 WITH CLEARANCES IN ACCORDANCE WITH PRIVATE MORE THAN 1/2"GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE.ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR PERCENT OF STUD DEPTH SECTION 307,FIGURE R307.2 OF THE 2020 CENTERLINE OF BEAM WHERE POSSIBLE. WINDOWS: SHOWER WATER CLOSETS WIF HOLE IS BETWEEN 40 PERCENT AND 60 RESIDENTIAL CODE OF NEW YORK STATE BORED HOLES SHALL NOT BE PERCENT STUD DEPTH, THEN STUD RESIDENCE THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: LocarED IN THE SAME CROSS MUST BE DOO UBLE AND NO MORE THAN ACCORDANCE WITH TABLE P2903.2. 0"OPENINGS SHALL BE PROVIDED WITH(2)2x12 AND SECTION OF CUT OR NOTCH IN TWO SUCCESSIVE STUDS ARE DOUBLED ASTM B42) UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; STUD PLUMBING SPECIFICATIONS: _ SO BORED ( BATHTUBS WITH SHOWER HEADS AND_SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH ANON-ABSORBENT SURFACE UP TO 8'- WATER SUPPLY PIPE-COPPER EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(6')ABOVE THE FLOOR. 4"MIN. B- 4 MIN. 14"MIN. 2"MIN. WATER DISTRIBUTION PIPE-PEX(ASTMF877) 520 Snug HarborRoad SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE THERMOSTATIC GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES,SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING p 11944�I[�- -'� WALL NOTCHING � HOLE LIMITS WASTE PIPE-PVC SDR35 New York PIPE FITTINGS-PEX(ASTM F877) Green port MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS. HAZARDOUS GLAZING SHALL COMPLY WITH R308.1 &MEET THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS 308.4 ALL POTABLE WATER OPENINGS AND OUTLETS SHALL BE PROTECTED BY AN AIR GAP,ATMOSPHERIC-TYPE VACUUM BREAKER,PRESSURE TYPE ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED TUB VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. 21"MIN WC NOT TO SCALE SCTM# 1000-035.00-05.00-034.000 SEPARATE BRANCH SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN.EACH FIXTURE TO BE PROVIDED WITH GENERAL CONTRACTOR TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. CLEARANCE SEPARATE SHUT-OFF VALVES. PSPN516Z ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THROUGH P2902.4.5. IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SF.,WITH A MIN.DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF LAVATORIES RPS28 s, MSTC52 OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. j0�.','e;••. WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED,NOTCHED OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN SECTION :.°;• , When a registered design R606.6. ANY WINDOW WITH A INTERIOR SILL HEIGHT OF 24"OR LESS,AND EXTERIOR SILL HEIGHT GREATER THAN 72"SHALL BE "°• professional has stamped and EQUIPMENT WITH A OPENING CONTROL DEVICE COMPLYING WITH R312.2 signed this page(blue ink), they A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A are attesting that to the best of RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING ALL SHOWER DOORS AND OTHER GLASS LESS THAN 18"A.F.F.TO BE TEMPERED(MIN.3/16"THICKNESS). THROUGH. his/her knowledge, belief, and professional judgement, such PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS BEARING. plans and/or specifications are DRAIN,WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION MAX. D FROM SUPPORT in compliance with the latest SYSTEM AIRFLOW RATE REQUIREMENTS u L WATER OR. New York State Building Code. BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. TABLE M 1507.3.3(1) I�I L/3 L/3 VENT PIPE THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER. ID © copyright 2025 J- T NO NOTCHES ID THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK. D/3 MAX. I_716 MAX PERMITTED NUMBER OF BEDROOMS D/6 MAX. JOE BELLO ARCHITECT, P.C. THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DWELLING UNIT a m ALL PLUMBING FIXTURES FIXTURES SHALL BE INSTALLED WITH CLEARANCES IN ACCORDANCE WITH SECTION 307,FIGURE R307.2 OF THE FLOOR AREA 0-1 2-3 4-6 6-7 >7 NS1 SS1.5 a CODE. INDICATE SPACING BETWEEN PLUMBING FIXTURES AS PER FIGURE R307.2&NON-ABSORBENT SURFACE AT TUB&SHOWER AS PER (SQUARE FEET) RAFTER CEILING JOISTS (802.6, / 8 h SECTION R307.2. /G/ o 4 AIR FLOW IN CFM FLOOR JOIST - CENTER CUTS NS1ED A/�C 0 l F BOILER ROOM NOTES: m ° < 1,500 30 45 60 75 90 a ° 0 1.PROVIDE A MINIMUM OF 18"CLEARANCE AROUND BOILER. � u V 2.NO GAS OR ELECTRIC METER IN BOILER ROOM. `o `t v 3.BOILER TO BE ON CONCRETE BASE. 1,501-3,000 45 60 75 90 105 c NS1 j 4.CEILING OVER BOILER ROOM TO BE MINIMUM ONE 1/2 HOUR RATED. HSS2- S S1. Z S.BOILER ROOM DOOR TO BE 3/4 HR.FPSC. 3,001-4,500 60 75 90 105 120 6.NO STORAGE IN BOILER ROOM. m SUPALL HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 4,501-6 000 75 90 105 120 135 0/3 MAX. D/4 MAX. ;5 LINES y s� � 0 267� �OQ� 000 THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST OF NE`N EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 6,001-7,500 90 105 120 135 150 ID HSS2-3-SDS1.5 Ns1--► Registered thru 02/26/2026 ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUSTBE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE PIPE OR ELECTRICAL CONDUIT D/4 MAX. t�� WRING • ''•' MANUFACTURER'S SPECIFICATIONS,LISTING/LABEL AND THE CODE.. >7,500 105 120 135 150 165 2 IN. MIN. FROM 0 ••° FILE: TOP AND BOTTOM D(ACTUAL DEPTH) O C 'V-NS1 It rt ALL FUEL,GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME SAFEGUARD DEVICE,WHICH WILL OF.JOIST FLOOR JOIST - END CUTS i t 24407 PSPN5162 LOAD BEARING WALL SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. R (with HVAC Chase) MSTC52 SCALE: PSPN58Z ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS s•°'' AS NOTED ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TAELE N1103.5. TABLE M 1507.3.3(2) RPS28Z DRAWN BY: DOMESTIC HOT WATER HEATING EQUIPMENTSHALL BE SUBJECT TO THE MINIMUM FEDERAL STANDARDS AS PER TABLE N1104.1 AND N1104.2 AS APPLICABLE. RWC RUN TIME% IN EACH 25% 33% 50% 66% 75% 100% JOIST NOTCHING HOLE LIMITS Plumbing, Electrical H!/AC Protection Guards SHEET: ELECTRICAL NOTES: 4 HOUR SEGMENT PROVIDE MECHANICAL VENTILATION FOR BATHROOM AS PER R303.4. AND FOR RANGE HOODS AS PER M1503.WHERE SYSTEMS REQUIREMENTS EXCEED CFM THRESHOLD PER CODE,MAKE UP AIR IS TO BE PROVIDED THROUGH WHOLE HOUSE VENTILATION SYSTEM. FACTOR 4 3 2 1.5 1.3 1.0 NOT TO SCALE NOT TO SCALE i STRAPPING CAN BE INSTALLED DIRECTLY TO ROUGH FRAMING OR OVER PLYWOOD SHEATHING. SHEARWALL DETAIL (TYPICAL) NAILING & STRAPPING @ EXTERIOR STRAPPING DETAILS �, � c� �� ��, CONTRACTOR TO CONTACT LOCAL BUILDING DEPT. FOR REQUIRED STRAPPING INSPECTION. WINDOWS DOOR HEADERS L i t . t HIP RAFTER PORCH / DECK STRAPPING DETAILS RATIOL/M/TS=H/L <31/2 ---WINDOWS - - -- PLYWOOD NOT SHO KIN FOR CLARITY SIMPSON STRONG-TIE SOLID BLOCKING @ SEAMS NAILING SCHEDULE 'B' /OVER CO EVERY RAFTER IL STRAP SIMPSON STRONG-TIE (3)8D NAILS 'HCP2'(SINGLE HIP RAFT R ll ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS OVER\ i _ 'HCP4'(DOUBLE HIP RAFTER) (3)8D NAILS \ 6FE = Rough Notation A B C D E F 6334 Northern Boulevard RIDGE o (5)8D x 1-1/2"NAILS I BOARD TO RAFTER PLYWOOD SHEATHING 8D O enln A East Norwich, New York 11732 -SIMPSON STRONG-TIE p g l \ -ABA46 WX6"POST) COMMON NAILS @ 6"O.C.° - -ABA44 (4 X4"POST) EDGE S FIELD. 21-0° 7 (1) 2x4 1 1 1 1A / - -- -(2)8D x I-1/2"NAILS I -ABA66(6'X6"POST) D ROOF RAFTER / ° TO PLATES PLATE ROOF3'-0" 7 (1) 2x4 2 2 1 2 51 6 . 308 .4646 Phone 516 . 813 . 0924 Fax N 4-0" 7 (1) 2x4 2 2 2 2 Info@JoeBelloArchitects.com 1 I` °° HOLD DOWN SEE DETAILS C SIMPSON STRONG-TIE J H2A AT EA CH RAFTER TYPICAL POST BASE THIS SHEET 5'-Q" 7 (1) 2x4 3 2 2 2 www.JoeBelloArchitects.com Q \ (5)8D x l-l/2"NAILS it. r CONNECTION DETAIL 6;-0;; 7 (1) 2x4 3 2 3 2 B SRAFTER TO RAFTER ROOF RAFTER TO PLATE HIP RAFTER TO11/\VA 11 1(j� -- -----CONNECTION- _ETA_I----- 7 -0 7 (2) 2x4 or (1) 2x6 4 3 3 3 E 1 S 2 S 3 P'X LEDGER FASTENED NOTE: 8-0" 7 (2) 2x4 or (1) 2x6 4 3 4 3 PLATE DETAIL DATE ISSUED. CONf�IECTION DETAIL TO WALL STUD DETAIL TO WALL STRUCTURE � 9-0" 7 2 2x4Qr 1 2x6 (, - _-- - _-_ -- _- - —= --- --_-- --- - - -- -_--=- ----- ----_____ -- -- - --- - -_ _—_—__— 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR O O 5 3 4 3 A 4 22 2025 Working Drawings Z JOIST HANGER PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY 10'-0" 7 (2) 2x6 5 4 5 4 F (5)8D NAILS j'SIMPSON'H2.5 A BLOCKED AT JOINTS. 6-18-2025-Revised Per Owner A �\ SEE RAFTER TO BEAM TO 11'-0" 7 (2) 2x6 6 4 5 4 POST STRAPPING DETAIL 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS 8-19-2025- Issued for Building Permit (ss) THIS SHEET. 12'-0" 7 (2) 2x6 6 5 6 5 HIP/VALLEY RAFTER 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A RAFTER 'SIMPSON'L7o CONTINUOUS LOAD PATH. Notations 0 N MODEL TRONG-TIE II II' u O BEAM li A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS MODEL 'HRG.81" •\ 0 ''�� JOIST HANGER B. NUMBER OF SILL STUDS ON THE FLAT DOES NOT APPLY TO DOORS NOTE: L- ° HIP ' �� 0 0 `\ ° BLOCKING AT ENDWALL c ) ° ° ° \\ COMMON ° 2'X LEDGER FASTENED 0 " TO WALL STRUCTURE C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER ° RAFTER Jl o RAFTER ° D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD ALL STRAPPING TO BE 1 1/4" x 20 O ° ° HIP I J ° \ 17l ° ° ° RAFTER ° \\\'\ \\ \ PORCH RAFTER RIDGE TO END OF HEADER AT EACH SIDE GAUGE STEEL OR 'SIMPSON' Qio�F a (5)8D NAILS E. NUMBER OF JACK STUDS AT EA.END OF HEADERS (ASSUME DBL HEADER) EQUIVALENT- CS20 (COILED STRAP) SIMPSON STRONG CONNECTION BLOCKlNG28AYS F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS (ALL STRAPPING SHALL BE INSTALLED 'cs20'cot STRAP o o ASSEMBLY DETAIL BACK @48"o.c. / ) ( ) PRIOR TO SHEATHING. OVER EVERY STUD ° � TO END OF SILL S AT EACH SIDE DOES NOT APPLY TO DOORS ) 0 (8)8D NAILS --- -- -- - - -- - - --- ATTIC HIP RAFTER TO PORCH ROOF RAFTER COMMON RAFTER TO --R°DFBEAM --- - S4 S5TO S6HIPNALLEY � — (3)80 COMMON NAILS AT a SPLICING OF TOP PLATES EACH END OF STRAP 3 RIDGE DETAIL _ -- BEAM TOPOST DETAIL_ RAFTER DTL. z WRAP CS20 STRAP _ -- --- CONTINUOUS FROM PORCH BM. OVER ROOF BM. TOP PLATE BACK DOWN TO PORCH tE FIRSTS SECOND FL. SPLICE LENGTH (4)8D NAILS Pip IF CRIPPLE STUDS ARE UTILIZED BM. AS SHOWN TOP PLATE SPLICE REQUIREMENTS SECOND FLR. OVER HEADER, THEN PROVIDE J (8)80NAILS- °° LEN�H \\ ONE CS/BSTRAP FROM TOP BuildingNumber of 16d common nails Q PLATE TO CRIPPLE STUD 8 FROM CUT ER CRIPPLE STUD TO HEADER LOAD-BEAR'G HOLLOW 1,2,3 SIMPSON STRONG-TIE LENGTH µEPA FIBERGLASS COLUMN Dimension (ft.) per each side of splice L CS20'COIL STRAP I- (8)8D NAILS-- Q OVER EVERY STUD B BLOCKING 2 BAYS 12'-0" 5 W (8)8D NAILS Q LENGTH (8)8D NAILS EXCEPTION: 16'-0" 6 (3)SD COMMON NAILS AT WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE EACH END OF STRAP 20-0" SIMPSON STRONG-TIE CLEAR T 'CS/8'COIL STRAP OVER PORCH GIRDER THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED Z Z I SPAN EVERY JACK S KING sruD - BLOCKING IS NOT REQUIRED. 24'-0" 10 MANIA US APPROVAL W POST TO BEAM SIMPSON STRONG-TIE- - 'CS20'COIL STRAP I o STRAPPING SIMPSON H2.5 281-0" 11 Dat t1 Y/ LL OVER EVERY STUD FIRST FLOOR INSTALL 'SIMPSON'CMSTI6 FOR N Y POST 32,-0" 13 ^ 16 FT WIDE SLIDING DOOR Y (8)8D NAILS POST BASE NAIL SPACING FOR SHEATHING Li EACHDJACK STUD UD°R 36'-0" 14 1. Tabulated splice top plate to top plate Q \� END N LENGTH WHEN MULTlPLEJACK 11 connection shall not have more than N� (8)80 NAILS- (8)80 NAILS �'° STUDS ARE REQUIRED @ PRESSURE ZONES 40-0 16 „ liffill, CONCRETE PIER - 50'-0" 20 2-16d nails per 6 N ; M 2. Tabulated splice assume a building ° 'Sz HOLLOW PORCH 60'-0" 24 located in Exposure B or C. J ff' ZONE 1 ZONE 2 ZONE 3 ZONE 4 J j '-_- (8)8DNAILS COLUMN TO DECK0'-0° 2g 3. Top plates shall be a minimum of stud Q GABLE STUD WALL FIRST FLOOR TO SECOND JACK STUD AT FIELD 8" O.C.oc 12" O.C.o 3" O.C. 4" O.C. so'-oil 32 grade material. S7TO I � � S9ASSEMBLY DETAIL _ - PANELEDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C.WALL STUD DTL. FLOOR WALL STUD DETAIL HEADER OPENING - - - -- -- - -- - - _ - - = - - - -- - - - -- ROOF BEAM - P R I VAT E -- PORCH ROOF RAFTER TO 1 I 9 9 -- -- — — - -- BEAM TO POST T o 0 00 0 .0 Q� 3 0 MULTIPLE PIECE BEAMS � RESIDENCE STRAPPING(SS) V/ (8)BDNA/LS J SIMPSON STRONG TIE / ! 'CS20'COIL STRAP SIMPSON STRONG-TIE (8)80 NAILS O 520 Snug HarborRoad J OVER EVERY STUD 'CS20'COIL STRAP °° E_ SIMPSON STRONG-7/E SOLID WOOD POST INSIDE CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS t1> Greenport Z 'CS20'COIL STRAP OVER EVERY STUD O ° W � HOLLOW COLUMN A A / OVER EVERY STUD O O O O O O O O O O O O New York 11944 4 2 / 1 2 4 4 2 / l 2 4 Q 13/" Width Pieces: ' / (8)8D NAILS • MINIMUM OF 3 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. SCTM#1000-035.00-05.00-034.000 FIBERGLASS HOLLOW . MINIMUM OF 4 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. FOR 14" —RIM JOIST ,, ./ FIBERGLASS COLUMN 0 BLOCKING AND DEEPER BEAMS (1) LOAD MUST BE APPLIED EVENLY ACROSS Z (8)8D NAILS (2)80 NAILS ENTIRE BEAM WIDTH. OTHERWISE USE (2)SDNAILS \ ES�LLP�P o0 00� o II RI�jpIST POST BASE/NS/DENOLLOW T ktDO 3 3 / 3 Q 3 4 s • IF USING 12d (3% ) OR LARGER NAILS, THE NUMBER OF NAILING ROWSCONNECTIONS FOR SIDE-LOADED BEAMS. MAY BE REDUCED BY ONE. WRAP UNDER � \ p0�8� (5)80 NAILS o COLUMN(SEE DTLJ O O O O O 1�L SILL PLATE WRAP UNDER 'SIMPSON'H2.5 A I G ° GABLE ROOFS - HIP ROOFS When a registered design SILL PLATE oo °• o (8)80 NAILS ADDITIONAL NAILING OR BOLTING MAY professional has stamped and o° NOTE: 3%2" Width Pieces: BE REQUIRED WITH SIDE-LOADED signed this page (blue ink), they TOP PLATE P JOIST HANGER P��µo CONCRETE FOUNDATION A=4 FEET IN ALL CASES NAILING REQUIREMENTS ARE FOR 120-MPH 3- SEC • MINIMUM OF 2 ROWS%" BOLTS AT 24" O.C. STAGGERED MULTIPLE-MEMBER BEAMS. REFER TO are attesting that to the best of L IIII II IIII I (5)8D x I-1/Z"NAILS SIMPSON STRONG-TIE �� his/her knowledge, belief, and 'cs20'colt STRAP PEAK GUST. SPACING IS BASED ON 1/2 SHEATHING & 8D COMMON NAILS CURRENT PRODUCT LITERATURE. professional judgement, such U) \ IIII IIII II WALL STUD OVER EVERY STUD ----- plans and/or specifications are 0i I (8)8D x 1-1/2"NAILS IIIII I IIII I (8)8D NAILS (8)80 NAILS in compliance with the latest 0 I III I� SOLID POST PORCH ANCHOR BOLT SPECIFICATION New York State Building Code. 0 Wall Stud toS Wall Stud to Sill Plate Cantilevered Wall Stud TYPICAL EST. PARTITION TYPICAL EST. © copyright 2025 J S 10 R:im__ Joist Detail 1 at Garage Wall _ S12to Rim to To[� Plate Detail COLUMN TO FOUND'Ng-_ 1" TYPICAL TYPICAL INTERSECTION DETAIL CORNER POST U. - - - - JOE BELLO ARCHITECT, P.C. - - - =_ -_ - =- --- - - - -=-_- ASSEMBLY DTL. SPACING CORNERS P 44"0.C. 6"MIN. — -------- FILLER BLOCK BEAM TO JOIST 12"MAX. STRAPPING SIMPSON H2.5 STRAPPING INSTRUCTIONS (HOT-DIPPED GAL V.) RE D ARC J 1. ALL STRAPPING TO BE 1-1/4"WIDE 20 GA.STEEL , PLATE ONE 16d �� PN M' 6 y�� OR'SIMPSON'EQUIVALENT CS20 COILED STRAP (4)8D NAILS SEE DECK LEDGER TO FILLER <U�o� << Q ( ) DECK JOIST DETAIL, SAME SHT. FOR • • BLOCK Q O �- Note: Required UNLESS NOTED OTHERWISE. \ / ATTACHMENT TO HOUSE TWO 16d THREE 16d W SOLID CORNER POST where note on plans 2. USE STAINLESS STEEL STRAPS&FASTENERS OR E Q TO FILLER ° A Q HOT-DIPPED GALVENIZED WHEN IN CONTACT WITH + a BLOCK SOLID CORNER POST !'• ' • � 'O H �' PRESSURE TREATED LUMBER. Z 3. INSTALL STRAPPING FOR ALL NEW (4)8D NAILS -�� PORCH GIRDER 16d �- O 'SIMPSON'HDU8-SDS2.5 CONSTRUCTION.AND WHERE NOTED ON PLANS PLAN STAGGERED q� 3267o pQ' 4. INSTALL STRAPPING FOR EACH OF THE POST TO BEAM STRAPPING 12" O.C. F y SIMPSON'HDU8-SDS2.5 7/8"D/A, THREADED ROD 2-16D COMMON NAILS FOLLOWING: SIMPSON H2.5(HOT-D/PPED GALV.) 16d 12"O.C. , OF NEB HOEDOWN /V1 @ 6"0.C. FOR FULL .' TO LENGTH OF STUD -RAFTER TO RAFTER OVER RIDGE -POST BASE STUD Registered VERTICAL Registered thru 02/26/2026 W w -RAFTER TO PLATE TO STUD 3"SO. x 5/16"WASHERS ° STAGGERED Z -HIP RAFTER TO PLATE TO STUD 11 •I' S END NUT SETUP FILE: Z Q BLOCKING @ENDWALL Q -COMMON RAFTER TOHIP/VALLEY RAFTER ° WALL THREE 16d Z SECOND FLOOR g -END WALL STUDS TO WALL STUDS O _ DOUBLE SILL PLATE 24407 -HEADER TO JACK STUD (SINGLE FOR SLAB ON Fill Void with STUD TO FILLER 10d TOE-718"C/A. 12"IN D ROD U CONCRETE PIER GRADE APPLICATIONS) Rigid II1SUIatIOn ° BLOCK SCALE: V - EMBEDDED l2"INTO w -JACK STUD TO RIM JOIST � _ 7°EMBEDMENT INTO Prior to Sheath'g NAILED ° RIM JOIST CONCRETE W/'SIMPSON U -WALL STUD TO RIM JOIST ,!� 'i• CONCRETE FOUNDATION TO SOLE ° Z 'SET'4DHESIVE =O -CANTILEVERED STUD TO WALL BELOW 5/8'DIA. ANCHOR 15"EMBEDMENT INTO ° AS NOTED _ -RIM JOIST TO SILL PLATE BOLTS(TYP.) ,• . �•' BLOCK FOUNDATIONS SHOE DRAWN BY: 5 I FOOTING OCCURS AL Albk 0 -RAFTER TO LEDGER WITH JOIST HANGER INSTALL (2)#4 DOWELS :9 RWC Q \ 'SIMPSON'HDU8-SDS2.5 ° FIRST FLOOR Z = w -RAFTER TO BEAM TO POST POURED Q ZO -BEAM TO POST TO FLOOR BEAM FCONCRETEOUNDATION d•' •d; ° ° ° SHOE SHEET: p 0- FLOOR BEAM TO POST WALL --I HOL_DDO_ WN CONNECTION H OLDDOWN CONNECTION n- 2 POST TO PIER(FOOTING) DE STRAPPING _ __ &I J 0 H 1 FOR F = R T FOUNDATION WALL CONNECTION H2 FOR FIRST FLOOR TO SECOND FLOOR CONNECTION -JOISTS TO BEAM O FIRST 0 ou ASSEMBLY DETAIL SECTION F I NAILING SCHEDULE 2020 ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE STATEMENT: 4w) 1, ,Q DESIGN LOAD INFORMATION: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402.2 TABLE 301.5 DESCRIPTION OF BUILDING ELEMENTS NUMBER OF NUMBER OF NAIL SPACING Architects GROUND SNOW LOAD SEE CLIMATIC DATA GN-1 MINIMUM SPECIFIED COMPRESSIVE COMMON NAILS BOX NAILS THE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, SPECIFICATIONS, AND STRENGTH (F'c) ROOF FRAMING OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICATION. THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET 3 SECOND DESIGN WIND GUST SPEED SEE CLIMATIC DATA GN-1 TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHER POTENTIAL THE 2020 ENERGY CONSERVATION CODE REQUIREMENTS. SEE RES CHECK COMPLIANCE REPORT RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER i NEGLIGIBLE MODERATE SEVERE CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST UNINHABITABLE ATTIC W/O STORAGE LL=10 PSF CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 7-16d 7-40d EACH LAP UNINHABITABLE ATTICS W/ LIMITED STORAGE LL=20 PSF BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE 2,500 2,500 2,500c CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 7-16d 7-40d EACH LAP 6334 Northern Boulevard NOT EXPOSED TO WEATHER COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d 2-12d PER TIE East Norwich, New York 11732 HABITABLE ATTICS OR W/ FIXED STAIRS LL=30 PSF BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END _ BASEMENT SLABS AND INTERIOR SLABS ON GRADE 2,500 2,500 2,5000 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END _• EXTERIOR BALCONIES & DECKS LL=40 PSF (EXCEPT FOR GARAGE FLOOR SLABS) WALL FRAMING 516 . 308.4646 Phone 516 . 813 . 0924 F a x BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2,500 3,000d 3,000d TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d1 2-16d1 PER FOOT lnfo@JoeBelloArchitects.com ESCAPES LL—_40 PSF Info@JoeBelloArchitects.com AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS- EACH SIDE www.JoeBelloArchitects.com GUARDS & HANDRAILS LL-200 PSF STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 2,500 3,000def 3,500def HEADER TO HEADER (FACE-NAILED) 16d 16d 16"o.c. ALONG EDGE GUARDS IN-FILL COMPONENTS LL=50 PSF WEATHER, AND GARAGE FLOOR SLABS TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4" STUD a. AT 28 DAYS PSI. STUD (END-NAILED) 3-16d 3-40d PER 2"x6" STUD DATE ISSUED: PASSENGER VEHICLE GARAGE LL=50 PSF b. SEE TABLE R301.2(1) FOR WEATHER POTENTIAL. c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING 4-16d 4-40d PER 2"x8" STUD 4-22-2025-Working Drawings ROOMS OTHER THAN SLEEPING ROOMS LL=40 PSF CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d1'2 2-16d1'2 PER FOOT 6-18-2025- Revised Per Owner d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (% BY VOLUME CONCRETE) SHALL ENDJOIST OR BLOCKING (FACE-NAILED) 8-19-2025- Issued for Building Permit SLEEPING ROOMS LL=30 PSF NOT BE LESS THAN 5 % OR MORE THAN 7 %. FLOOR FRAMING e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. JOIST TO SILL,TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST STAIRS LL=40 PSF f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END (% BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED IF THE SPECIFIC BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK TABLE 301.7 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST ALLOWABLE WIND-BORNE DEBRIS PROTECTION FASTENING JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST STRUCTURAL MEMBER DEFLECTION SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.2 BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST RAFTERS HAVING SLOPED GREATER THAN 3:12 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d1 3-16d1 PER FOOT W/ FINISHED CEILING N07F ATTACHED TO RAFTERS L/180 a,b,c,d ROOF SHEATHING FASTENER SPACING WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD INTERIOR WALLS AND PARTITIONS H/180 4 FOOT 6 FOOT STRUCTURAL PANELS @GABLE RAKE OVERHANGS 8d 10d 4" EDGE/4" FIELD FASTENER TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN FLOORS L/360 < 4 FOOT DIAGONAL BOARD SHEATHING — <CEILINGS W/ BRITTLE FINISHES (INC. PLASTER & STUCCO) L/360 6 FOOT < 8 FOOT 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT - " 10" g#8 WOOD SCREWS 16 �� 1"x10" or WIDER 3-8d 3-10d PER SUPPORT CEILINGS W/ FLEXIBLE FINISHES (INC. GYPSUM BOARD) L/240 W/ 2" EMBEDMENT LENGTH CEILING SHEATHING ALL OTHER STRUCTURAL MEMBERS L/240 GYPSUM WALLBOARD I 5d COOLERS - 7" EDGE/10" FIELD #10 WOOD SCREWS " 12" 9„ WALL SHEATHING EXT. WALLS -WIND LOAD W/ PLASTER OR STUCCO FINISH H/360 W/ 2" EMBEDMENT LENGTH 16 WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/12" FIELD EXT. WALLS -WIND LOAD W/OTHER BRITTLE FINISH H/240 1 STRUCTURAL FIBERBOARD PANELS LAG SCREWS 16" 16" 16" 1/2" 11 GA.GALV ROOFING NAILS _ 3" EDGE/6" FIELD EXT. WALLS -WIND LOAD W/ FLEXIBLE FINISHES H/120 W/ 2" EMBEDMENT LENGTH „ 11GA.GALVROOFINGNAILS 25/32 - 3 EDGE/6 FIELD (0.120"z 1-3/4"LONG x 3/8"HEAD) LINTELS SUPPORTING MASONRY VENEER WALLS L/600 A. THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 45-FOOT MEAN ROOF HEIGHT. GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. HARDBOARD 8d 8d 6" EDGE/12" FIELD FASTENERS SHALL BY LOCATED NOT LESS THAN 1" FROM THE EDGE OF THE PANEL. PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURE) PRESUMPTIVE LOAD-BEARING VALUES OF FOUND. MAT. C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT DIAGONAL BOARD SHEATHING TABLE 401.4.1 LESS THAN 212" FROM EDGE OF CONCRETE BLOCK OR CONCRETE. 111x6" or 1"x8" 2-8d 2-10d PER SUPPORT STRUCTURAL MEMBER LOAD BEARING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 1"x10" or WIDER 3-8d 3-10d PER SUPPORT PRESSURE(PSF) VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS FLOOR SHEATHING CRYSTALLINE BEDROCK THAN 1,500 POUNDS WOOD STRUCTURAL PANELS 12,000 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 " mm 11.1 AND A SPAN OF NOT 6 ( ) 1" OR LESS 8d 10d 6" EDGE/ 12" FIELD SEDIMENTARY AND FOLIATED ROCK 4,000 MORE THAN 8 FEET (2438 MM) SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE SECURED DIAGONAL BOARD SHEATHING SANDY GRAVEL/AND OR GRAVEL (GW& GP) 3,000 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE DE MINIIVfUS APPROVAL '— COMPONENT AND CLADDING LOAD DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT SAND, SILTY SAND, CLAYEY SAND, 2,000 ASCE 7, WITH THE PERMANENT COROSSION-RESISTANT ATTACHMENT HARDWARE PROVIDING AND 1"x10" or WIDER 3-8d 3-10d PER SUPPORT Dated SILTY GRAVEL AND CLAYEY GRAVEL ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IS ACCORDANCE WITH TABLE PRIVATE 301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET(12,728 MM) OR 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER ATTHE PANEL CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, 1,500b ( ) EDGE.ALTERNATIVE NAILING SCHEDUALES SHALL BE USED WHERE WALL SHEATHING IS REDUCED. FOR RESIDENCE ��I®� SILT AND SANDY SILT LESS WHERE THE ULTIMATE WIND SPEED IS 180 MPH 290KPH OR LESS EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR _0_ b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF ALTERNATE CONNECTORS,SHALL BE USED TO MAINTAIN THE LOAD PATH. LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE NOTE: 520 Snug HarborRoad 2. WHEN WALL SHEATHING IS CONTINUOUSOVER CONNECTED MEMBERS,THE TABULATED NUMBER OF Green port ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS MIN. WIDTH OF CONCRETE OR MASONRY FOOTINGS TO COMPLY WITH TABLE R403.1 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. p New York, 11944 INVESTIGATION. SCTM# 1000-035.00-05.00-034.000 E--- 6" DIAMETER -� ---------= - - SHEATHING •�- �.« APA PORTAL NOTES: A35 FRAMING -*+� ANCHOR rL When a registered design "FRONT"OR"SWHD-02A"STAMPED ON PLATE 1. STRONG-WALL SHEARWALL IS MANUFACTURED BY SIMPSON STRONG-TIE professional has stamped and .•.....r DOUBLE TOP o 'I e o WASHER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THE REFLECTIVE RED REFLECTIVE WHITE p p signed this page (blue ink), they PLATES I I DRAWINGS INSTALLATION GUIDE, T-SWGUIDE. MODIFICATIONS TO THIS PRODUCT PANTONE"'8' are attesting that to the best of MAXIMUM 7/8"SHIM I I it AND THE STRONG-WALL AND ASSOCIATED SYSTEMS OR CHANGES IN THE / his/her knowledge, belief, and VIEW A-A INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION ° professional judgement, such STRONG-WALL plans and/or specifications are � � . 'y p TOP PLATES � x GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ", in com liance with the latest p "(MAX)DIA. HOLE, x ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED New York State Building Code. ONLY ONE HOLE IN SHEATHING PRE-INSTALLED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER p • HOLDOWN © copyright 2025 TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. SDS%4'xb" I"(MAX.)D/A. HOLE x NUT 8 PLATE WASHER scREws THROUGH CENTER OF POST. x 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. I NLY I HOLE PER POST CROSS HATCHED AREA /N PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SYSTEM. IF `, """ ' JOE BELLO ARCHITECT, P.C. (TYPICAL EACH POST) ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF I, ALL THREAD ROD A a THE PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING DESIGNER FOR I COUPLER NUT CLARIFICATION PRIOR TO CONSTRUCTION. .. ._„ `. A)1" TIHRO(UGH E O/FBLOCK/NG WITNESS HOLES 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN RELATION H \5'C�QEM. 1?/ VISIBLE FOR TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. C? �� F� F TOP PLATE CONNECTION INSPECTION 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING 1/2" BEARING PLATE W/ STROKE SDS /4Xz/ SCREWS OFFICIAL.. The construction type shall benation 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST designation STRONG-WALL POST "I","II","III","IV"or v, (STUD SHOE REMOVED ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY OTHER LOCAL, to indicate the construction FOR CLARITY) STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN classification of the `P;.\ 26-70 �oQ� TYPICAL L OCA TIOi'V OF HOLE REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. structure under DESIGNATION FOR STRUCTURAL TFO �1 a . ° F N E a section 6oz of the BCNYs a ° ° 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE COMPONENTS THAT ARE OF a a STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, TRUSS TYPE CONSTRUCTION Registered thru 02/26/2026 w ° • a. ° ° INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES ■ F FLOOR I uDIN FILE. OR NCL G 3 —t� /8"X/2"ANCHOR BOL v ■ ■ GIRDERS AND BEAMS w wr7"MINIMUMCONCRETE v °Q FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. EMBEDMENT v 8. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE ■ ■ ��R„ ROOF FRAMING 24407 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH 6BUILDING SCALE: ONLYXONE HOLE PER MEM4ER FRAMING MEMBERS. SSTB28 CHANGES. "FIR" FLOOR AND ROOF FRAMING AS NOTED GARAGE PORTAL STRONG—WALL SILL CONNECTION 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. STANDARDS AND CODES DRAWN BY: RWC TYPICAL APA PORTAL DETAIL TRUSS TYPE CONSTRUCTION SIGN SPEC. SHEET: NOT TO SCALE NOT TO SCALE I 0 ATTIC INSULATION ATTIC FLOOR FRAMING Fo 'TABLE R 402.4.1.1 RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" E; I ,% -, ENERGY CONSERVATION CODE: FIREPLACE ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED AIR BARRIER AND INSULATION INSTALLATION INSULATED TO T.O. Architects SECOND FLOOR CEILING RIGID INSULATION ; i ENERGY CONSERVATION NOTES: I 1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRESTOP BLOCKING PREFABRICATED CHAPTER 1: SCOPE AND ADMINISTRATION: INSULATED CHIMNEY GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SUPPORT BLOCKING FOR h /1 BUILDING ENVELOPE. SEALING MATERIAL. THIN PROFILE STRUCTURAL X ' LI ZIP TAPE OR EQUIVALENT I R 104 INSPECTIONS: SHEATHING OF 6334 Northern Boulevard R104.4 APPROVED INSPECTION AGENCIES. THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT THE EXTERIOR THERMAL ENVELOP CONTAINS A - SEALANT OR ADHESIVE I I East Norwich, New York 11732 REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING CONTINUOUS AIR BARRIER. SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. SHEATHING AS ENCLOSURE LINER MECHANICAL LATCH TO PRESSURE Ff QUALIFICATIONS AND RELIABILITY RELEVANT TC THE BUILDING COMPONENTS AND SYSTEMS PREFABRICATED FIREPLACE 0 SEAL AT WEATHERSTRIPPING 51 6 . 3 0 8 .4 64 6 P h o n e THEY ARE INSPECTING. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL MANUFACTURED PULL DOWN STAIR 5 1 6 . 8 1 3 . 0 9 2 4 F x BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. RIGID INSULATION WITH WOOD BLOCKING 0 Info@JoeBelloArchitects.com R 106 REFERENCED STANDARDS: BARRIER SHALL BE SEALED. TAPED AND SEALED JOINTS DRAFTSTOP www.JoeBelloArchitects.com ? SEALANT OR ADHESIVE O R106.2 APPLICATION OF REFERENCES. REFERENCES TO CHAPTER OR SECTION NUMBERS, ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL ZIP TAPE OR EQUIVALENT AROUND FOUR EDGES DOORS TO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. e OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TO ALLJOINTS 4 x TYPICAL AI RSEAL & INSULATION REFER TO SUCH CHAPTER, SECTION OR PROVISION OF THIS CODE. WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATES CAVITIES WITHIN CORNERS AND HEADERS OF FRAMING DATE ISSUED: SHALL BE SEALED. SHALL BE INSULATED BE COMPLETELY FILLING THE CAVITY SEALANT OR ADHESIVE PULL DOWN ATTIC STAIRS CHAPTER 4: RESIDENTIAL ENERGY EFFICIENCY: WITH A MATERIAL HAVING A THERMAL RESISTANCE OF 4-22-2025-Working Drawings THE JUNCTION OF THE TOP PLATE AND THE TOP OF R-3 PER INCH MINIMUM. 6-18-2025- Revised Per Owner EXTERIOR WALLS SHALL BE SEALED. ZIP TAPE OR EQUIVALENT --" R401 GENERAL: EXTERIOR THERMAL ENVELOP INSULATION FOR FRAMED ALL JOINTS x NOT TO SCALE 8-19-2025- Issued for Building Permit KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT R401.2 COMPLIANCE. PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING : AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. RIGID INSULATION SEALANT 1. SECTIONS R401 THROUGH R404. WINDOWS,SKYLIGHTS,AND THE SPACE BETWEEN WINDOWS/DOOR JAMBS AND 2. SECTION R405 AND THE PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED DOORS FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE MANDATORY. SEALED. i` \ ` ' % ` \�, \ 3. AN ENERGY RATING INDEX (ERI) APPROACH IN SECTION R406 RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER. RIM JOIST SHALL BE INSULATED. \`- ;�/:` / /; % ,/\/' ;/\'\\ "\` / \ // / R402 BUILDING THERMAL ENVELOPE: FLOORS(INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED �/� i.;' ' ` /,.:%a '\ CEILING DRYWALL TAPED TO / /;, : / GARAGE AND CANTILEVERED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE WALL DRYWALL R402.1 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALL MEET THE FLOORS) OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY \' /•'iij\,:;\\/\ INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH REQUIREMENTS OF SECTIONS R402.1.1 THROUGH R402.1.5 THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION ��/ \/%' DRYWALL CAULKED, GLUED OR /. INSTALLED ON THE UNDERSIDE OF THE FLOOR FRAMING \' �j"\� \\ GASKETED TO TOP PLATE R402.1.2 INSULATION AND FENESTRATION CRITERIA. THE BUILDING THERMAL ENVELOPE AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL \ \ SHALL MEET THE REQUIREMENTS OF TABLE 402.1.2, BASED ON THE CLIMATE ZONE PERIMETER FLOOR FRAMING MEMBERS. /.<// ;';,/ SPECIFIED IN CHAPTER 3. `\\i\\ CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD COVERED WITH A CLASS 1 VAPOR RETARDED WITH OF FLOOR INSULATION,SHALL BE PERMANENTLY \;;. ,�\ \; \\\ DRYWALL CAULKED, GLUED OR R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS. /, '/\i , ii '/\//i// GASKETED TO BOTTOM PLATE / / , ,/.\/\/\, .�/\ /' ., CONSTRUCTED TO LIMITTHE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF \\\\ \\\\\\\\\\ \\"'N SECTION R402.4.4 THROUGH R402.4.4. \�\ \\\\\\\�/ �. \\ \\ \ \ SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND FLUE SHAFTS / ' �/%��\ ';; GASKETED;.'\/ BOTTO TO CAULKED AULE OR R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE BE SEALED. ZONES I AND II, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR AI RSEAL LOCATIONS (PREFAB. FIREPLACE) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT OR GLUED, CAULKED OR GAS R403 SYSTEMS: ON INSTALLATION READILY CONFORMS TO THE AVAILABLE NOT TO SCALE OR GASKETED TO RIM JOIST CAVITY SPACE. x R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE x CEILING DRYWALL TAPED TO EACH SEPARATE HEATING AND COOLING SYSTEM. AND CONDITIONED SPACES. FLUE WALL DRYWALL R403.3.1 INSULATION (PRESCRIPTIVE). SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 THERMAL ENVELOP SHALL BE SEALED TO THE FINISHED THERMAL ENVELOP SHALL BE AIR TIGHT AND IC RATED. HIGH TEMPERATURE DRYWALL CAULKED, GLUED OR WHERE LESS THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER SURFACE. SEALANT GASKETED TO TOP PLATE PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. PLUMBING AND WIRING N EXTERIOR WALLS, GATT INSULATION SHALL CUT TWO HALVES OF FIRESTOP DE MINIM S IPPRDV�AL NEATLY TO FIT AROUND WIRING AND PLUMBING, OR NAILED IN PLACE INSULATION THAT ON INSTALLATION READILY CONFORMS BOTTOM PLATE CAULKED OR Dated h/ TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND GASKETED TO SUBFLOOR R404 ELECTRICAL POWER AND LIGHTING SYSTEMS: WIRING R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS SHOWER/TUB ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWER AND TUBS SHALL _ IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT WALL ADJACENT SHOWER AND TUB SHALL SEPARATE THE WALL BE INSULATED. LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL FROM THE SHOWER OR TUB. • PRIVATE CONTAIN ONLY HIGH-EFFICACY LAMPS. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL EXTERIOR WALLS OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL RESIDENCE R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE: BE INSTALLED. � SEALANT, ADHESIVE BOTTOM PLATE/ RIM JOIST CAULKED OR -• R406.6.2 COMPLIANCE REPORT. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A HVAC REGISTER BOOTS HVAC SUPPLY AND RETURN REGISTER BOOTS THAT OR GASKET GASKETED 520 Snug HarborRoad REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS PENETRATE BUILDING THERMAL ENVELOP SHALL BE SEALED Greenport R406.3 AND R406.4. THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING TO THE SUBFLOOR,WALL COVERING,OR CEILING INFORMATION: PENETRATED BY THE BOOT. GWB CEILING New York, 11944 CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED,CONCEALED FIRE SCTM#1000-035.00-05.00-034,000 1. ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS 2. AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT RECOMMEND BY THE MANUFACTURE. CAULKING OR LJ CHARACTERISTICS OF THE RATED DESIGN. THE INSPECTION CHECKLIST SHALL SHOW OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL AI RS EAL LOCATIONS (FLUE) RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE WALLS OR CEILINGS. When a registered design RESULTS. NOT TO SCALE TYPICAL AI RSEAL LOCATIONS (WALL) Professional has stamped and A. IN ADDITION, INSPECTITION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF [CC-400 signed this page (blue ink), they 3. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. are attesting that to the best of 4. NAME AND VERSION OF THE COMPLIANCE REPORT. ----------- ----- his/her knowledge, belief, and NOT TO SCALE professional judgement, such plans and/or specifications are in compliance with the latest New York State Building Code. TABLE R 402. 1.2 WINDOW SPECIFICATIONS. TYP. DUCT GA. 24ALUMINUM SHEET \ X © copyright 2025 N S U LATI O ill & FENESTRATION HANGER METAL CLADDING FOR JOE BELLO ARCHITECT, P.C. MANUFACTURER: ANDERSEN EXPOSED DUCT ONLY NON EXPANDING FOAM REQUIREMENTS BY COMPONENT R-8 FIRE RETARDANT SEALANT OR CAULK VISIBLE LIGHT DUCT INSULATION WITH RED AR ALUMINUM FOIL OR '�� c TYPE U VALUE SHGC I VAPOR �� h% TRANSMITTANCE AIRSEAL LOCATIONS (WINDOW) PN M• e BARRIER. BUBBLE WRAP ��og� << t<`� INSULATION NOT Q o CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD CASEMENT 0.26 0.17 0.39 PERMITTED ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL SHGC R-VALU E AWNING 0.24 0.16 0.32 HOT WATER PIPE d'�q� 26�0 �pQ� TYP.AIR DUCT FOF NE`N 4 EXCEPT 0.32 0.55 0.40 49 20 OR -- Registered thru 02/26/2026 MARINE 13+5 -__ - �J DOUBLE HUNG 0.27 0.18 0.40 =-_-_------ FILE: 24407 MASS FLOOR BASEMENT SLAB CRAWL SPACE SKYLIGHT -------- WALL R-VALUE WALL R-VALUE WALL (LAMINATED) 0.55 0.40 0.66 ZIP TAPE OR EQUIVALENT SCALE: FOR AIR SEAL MIN R-3 PIPE INSULATION AS NOTED R-VALUE R-VALUE AND DEPTH R-VALU E FRENCH DOOR 027 017 041 ADHERED TO PIES AS DESCRIBED IN R 403.5.3 DRAWN BY: (HINGED) . . . RWC 8/13 19 10/ 13 10, 2FT. 10/13 FRENCH DOOR TYP. DUCT INSULATION TYP. HOT WATER PIPE INSULATION SHEET: (GLIDING) 0.28 0.18 0.41 NOT TO SCALE NOT TO SCALE GIV =5 ------------------------------------------- P, F f, f., �----I i i------------------------ -----------i I t `e" s I l EXI51%FOUNDATION I I TO BE REMOVED I I III I I dll I � I I IIII I � I 6334 Northern Boulevard East Norwich, New York 11732 I 41 i i I Nil I I � I I I —�— II I I I I I I I 516 . 308 .4646 Phone e 516 . 813 . 0924 Fax -� Info@JoeBelloArchitectS.corn III www.JoeBeIIoArchitects.com III I I I III I I I I I I I dll � I I dl I I I DATE ISSUED: 4-22-2025-Working Drawings I II I I I I 6-18-2025-Revised Per Owner FII) z 8-19-2025- Issued for BuildingPermit BA94NT, 'i EXI5TIN6 5LAB I TO BEiZEMOVED I I I I I I I I I I I i I I I I I I I I I I I ==t I rr-- EMSTIN6 STRUCTURE r-T-------�= TOBE'REHCVED I I I I �ISII� n I I I I I s�I kR 5TAH2S // I I I I TO I BEV B4CVED I I I I ------ - --- --------- ---- -- -- -- -- -- L----------------�i i EXI5TINGGHIMNEY i ---- --- - - FOUNDATION I r I III I TO BE iBMO`VW I i l I L—————— ——————— 5HADEll INDICATES 1'd FOOTPRINT OF NEW 11 I DPEILIN6 I I I I li I L EXI5TIN6 5LAB EXISTING FOUNDATION I TO BE REMOVED TO BEVff40VW I I I EXISTING HW 4 BOILER I I I I I I I I I TO BE'RBIOVED I I r `--------J-I--------- -1J----.._ I �`--- ' EXI5T1N65TW1GTURE I L__ ____________ TO BE�R151OVED � ----------------------- I i j p FA5TIN6 AM TO BE \ 'REMOVED ( � FA51%57WTWE EXI51IN6 WALLS _Ii \ TO BE*I340VW TO BERBqOVW I FA5TIN6 STAtR5--�-�/ �' I ��I ii I I TO BE VB40VEPIITOI BE VED I I I- ----------------------- ---------------------------------- J\ \ II I �i/ / I �\ �� - _I-, -- -- I \ \ ExiS EXISTING 5Ii2UGTURE s DE f�1W VUS APP OVAL \` TO BE VB40VW TO BE REMOYEU i � D d fE EXISTING N615 —_—— _ _ I ————— EXI5TIN6 FOUNDATION i TO BE'REMOVA D Z -------- WALL TO BE CUT ` , DOWN 5EE A-1 t A-8 EXISTING STOOPABO\T-- C L�` ---- TO BE REMOVED PRIVATE L ____ --------------- ----------------------� E I ► I I RES I D E N C E TO EXISTING SLAB XISTING FOUNDATION i TO BE�REMOVEU 1'— EXISTING FOUNDATION BE R13�10VW { TO BE PZMOVW —•— 520 Snug HarborRoad I , I I I Greenport ---------------------------------- r-, I ;J New York, 11944 i I i I SCTM#1000-035.00-05.00-034.000 I I I I PORT160 ABOVE I i EXI51IN6 FOUNDATION i TO BE R13H0YF17 TO j L BEizB�IOVED , I _____I____________ __________I_____J I L------- ----------- -----L —J-----------------L------i When a registered design professional has stamped and signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are in compliance with the latest 1 Foundation Demo Plan New York State Building Code. D-1 SCALE : 3/16= P-0° © copyright 2025 JOE BELLO ARCHITECT, P.C. DEMOLITION NOTES: Legend egend 1. CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE EXISTING 7. CONTRACTOR TO MODIFY AND UPGRADE ELECTRICAL PANEL,AS 11. CONTRACTOR TO REMOVE ALL WALLS, PARTITIONS OR PORTIONS SERE MARC STRUCTURE OF THE HOUSE, LOCATING BEARING WALLS AND HEADERS. REQUIRED. THEROF SHOWN THUS. ALL EXISTING PLUMBING AND ELECTRICAL PH 6 LINES CONTAINED THEREIN ARE TO BE CAPPED BELOW FLOOR LEVEL. ------- FOUNDATION WALL: �� �O �O 2. CONTRACTOR TO PROVIDE TEMPORARY BRACING AS REQUIRED TO 8. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM SITE AND CONTRACTOR TO PROVIDE TEMPORARY BRACING AND/OR SHORING AS • '. 8"POURED CONCRETE FOUNDATION MULTI SENSOR SMOKE PROTECT THE STRUCTURE DURING THE ALTERATION AND DISPOSED OF IN A SAFE, LEGAL MANNER. JOB SITE SHALL BE FREE OF REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND WALLS ON 8x16 KEYED FOOTING Dino &CARBON MONOXIDE CONSTRUCTION PERIOD. ACCUMULATED DEBRIS. A REFUSE DUMPSTER OF APPROPRIATE SIZE PROTECT SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY -- DETECTOR INSTALLED ' SHALL BE MADE ACCESSIBLE ON THE SITE DURING THE CONSTRUCTION BRACING AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE PER 2020 NYSRC 3. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED PERIOD AND SHALL BE EMPTIED ON A WEEKLY BASIS. CONSTRUCTION NEW STRUCTURE HAS BEEN COMPLETED. FOUNDATION WALL: MULTI SENSOR SMOKE 9T 03267`J OQ� BY NEW ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL --- 6"STEM,2"INTERIOR SHELF BELOW sip `N A INTERIOR WALLS AND CEILING TO BE PRIMED AND PAINTED SO AS TO 9. CONTRACTOR TO CAP ALL EXISTING PLUMBING , ELECTRICAL AND 12. CONTRACTOR TO REMOVE ALL DOORS, JAMBS AND FRAMES SLAB(SEE SECTIONS FOR HEIGHTS) R INSTALLED �OF NE PER DETECTOR NYSRC ACHIEVE A UNIFORM FINISH IN KEEPING WITH THE QUALITY OF THE MECHANICAL LINES AS REQUIRED FOR DEMOLITION. CONTRACTOR SHOWN THUS. CONTRACTOR TO PROVIDE TEMPORARY BRACING OF 8"POURED CONCRETE FOUNDATION Registered thru 02/26/2026 OVERALL RENOVATION. SHALL THEN ASSESS THE RE-USABLE VALUE AND SUITABILITY OF EXISTING/ REMAINING STRUCTURE AS REQUIRED -- ---- WALLS ON 8x16 KEYED FOOTING MULTI SENSOR HEAT REMAINING LINES AND REMOVE OR REPLACE SAME AS REQUIRED. DETECTOR INSTALLED FILE: 4. ALL EXISTING WOOD FINISHED FLOORING TO REMAIN. REPAIR ANY EXISTING ELECTRICAL SERVICE SHALL BE MOVED AS PER ELECTRICAL 13. CONTRACTOR TO REMOVE ALL WINDOWS, JAMBS AND FRAMES NEW WALL CONSTRUCTION: PER 2020 NYSRC 24407 DAMAGED FLOORING AND APPLY NEW FLOOR FINISH TO MATCH PLANS. ALL EXISTING MECHANICAL DUCTWORK SHALL BE CAPPED AS SHOWN THUS. CONTRACTOR TO REMOVE ALL ADJACENT PORTIONS OF 2x6 EXTERIOR WALLS EXISTING FLOOR. REQUIRED FOR DEMOLITION AND REMOVED FOR RE-USE AS WALLS AS SHOWN ON FLOOR PLANS AND PREPARE OPENINGS FOR 2x6 INTERIOR WALLS U.O.N. SCALE: REQUIRED BY NEW HVAC SYSTEM. NEW CONSTRUCTION AS REQUIRED. CONTRACTOR TO PROVIDE OX WINDOW TAG SEE SCH-1 5. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM,AS TEMPORARY BRACING AND/OR SHORING OF EXISTING/REMAINING AS NOTED REQUIRED. 10. UPON COMPLETION OF JOB, SITE IS TO BE CLEARED OF EXCESS STRUCTURE AS REQUIRED. SITE SHALL BE BROOM SWEPT ON A [ _ _ ] EXISTING TO BE REMOVED DRAWN BY: DEBRIS AND MATERIALS. HOUSE TO BE BROOM SWEPT AND CLEAN OF NIGHTLY BASIS. xxx DOOR TAG SEE SCH-1 RWC 6. ALL ELECTRICAL LINES TO BE CAPPED IN WALLS TO BE REMOVED. EXCAVATION DUST AVD DEBRIS. ALL WINDOWS TO BE CLEANED INSIDE CONTRACTOR TO PROVIDE NEW OUTLETS AND SWITCHES AND OUT. THIS TO BE DONE TO THE SATISFACTION OF THE ARCHITECT -J L STEEL BRIDLE OR FLUSH CONNECTION ,, POST ABOVE SHEET: THROUGHOUT THE HOUSE AND IN NEW WALLS AS SHOWN ON PLANS. AND OWNER PRIOR 10 RECEIVING FINAL PAYMENT. 0 CONTRACTOR TO PROVIDE NEW LIGHTING AS SHOWN ON PLANS, AND TO REPLACE EXISTING FIXTURES AS PER OWNER. - HEADER OR GIRDER In SOLID POST IN WALL D- 1 OR COLUMN i 1 01) _________ � �, f, II II I I i I I 1 I� III I I I I III' 111 I I I IIII III I I I I I III I I I I Ili h'I I I I I III III I I I IIII III 1 I I IIIII III I I I IIIII III I I 1 III I I I 6334 Northern Boulevard II I I I East Norwich, New York 11732 I IIII I I i I I In I I —�— II II II II 516 . 308 .4646 Phone I i EX157IN6 INeRaw POOL I 51 6 . 813 . 0924 Fax L___; _-__-__________________ �________; i roREhtAIN Info@JoeBelloArchitects.com II www.JoeBelloArchitects.com nl I01 I nl I°1I III 1�1 I n IIII I nl I1111 DATE ISSUED_ ILh I 4-22-2025-Working Drawings I 6-18-2025- Revised Per Owner In II 8-19-2025- Issued for Building Permit lu I h' III III II II II II II I r}------ r'-------'l II I I r---J I I r-----7 I I f i I I II I I I ij��l I L JI I I I I r-----y� I I----- I I I I I I I I I gIIII I I I Iillli i r_i I -____�(-,i _ ----- I r-----�I II I III --- - I II 11 ��-----jl IL __ ---------------------------------------------------- I It --�-----k=======7 ----------t..__- I I II i I ----- I Ll-----� � --- r� ------------- I II IIIIII III I IL i IIL 1 I I III 1 I 11 r-==-_==_ -== Ii t -------- If fill L " _----_------------- ----------yiI II d'I IIII I I I l u III I I I I I�I it I I I I IIII II i I I -----1 I Ipll III 5HADEV INDICATES ----- I IIIII III POOTPRINTOF NEW i '_-----_T___ I I I I I is II ' '-� \ I I VH LLIN6 + \\\ 11 II I 4r -----� -1---- -_- r---- --- I il I I I I 1 III r- � , I I I it _____ nl II Ii � II ii II I I I ♦\ rW rn I! 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II �JI \��\ i ♦ c� �\ I I \ ♦I I f I I I I I I I I � I I a •c a � \\ I I \ \ // \Cn<\ //i't � •: _-at�"s I I� I� � \\\�\ jl// \\\\\\ t1l1 ,,,j,am♦ �__-- --- II1 II I -----------r'-- J� -HiI II V '------ -- L--------- ---- ---JI LI ----- -- ------- tII Ifi 1 I \\"� \�\ �`,�i 1 1 // I I I I �• I I I I I i t I I I I \ \\\\ ♦ ♦ I I // t i I / I j I --------- i I I I I j I I PRIVATE I i41 I I i t I IIII I i t I --------J'1I I I I ---� IIII 1 I I -------------------- III, 1 RESIDENCE III �-----------------------------I I IIII —�- 1 I 520 Snug HarborRoad lil II I I Greenport �, II New York, 11944 1, ,I { SCTM# 1000-035.00-05.00-034.000 I I II I I II I I II 7 DE MINIMUS AP ROYAL When registered design professional has stamped and Dated 9 )5 signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are in compliance wit the latest 1 Second Floor Demo Plan New York State Build ng Code. First Floor Demo Plan 2 SCALE : 316= 1'-0" D-2 SCALE : 3/16= 1'-0" © copyright 2025 JOE BELLO ARCHITECT, P.C. DEMOLITION NOTES: Legend M. ARC, 1. CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE EXISTING 7. CONTRACTOR TO MODIFY AND UPGRADE ELECTRICAL PANEL,AS 11. CONTRACTOR TO REMOVE ALL WALLS, PARTITIONS OR PORTIONS �g PH M. 6 STRUCTURE OF THE HOUSE, LOCATING BEARING WALLS AND HEADERS. REQUIRED. THEROF SHOWN THUS. ALL EXISTING PLUMBING AND ELECTRICAL LINES CONTAINED THEREIN ARE TO BE CAPPED BELOW FLOOR LEVEL. --- FOUNDATION WALL: 2. CONTRACTOR TO PROVIDE TEMPORARY BRACING AS REQUIRED TO 8. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM SITE AND CONTRACTOR TO PROVIDE TEMPORARY BRACING AND/OR SHORING AS 8"POURED CONCRETE FOUNDATION MULTI SENSOR SMOKE PROTECT THE STRUCTURE DURING THE ALTERATION AND DISPOSED OF IN A SAFE, LEGAL MANNER. JOB SITE SHALL BE FREE OF REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND WALLS ON 8x16 KEYED FOOTING Deco &CARBON MONOXIDE CONSTRUCTION PERIOD. ACCUMULATED DEBRIS. A REFUSE DUMPSTER OF APPROPRIATE SIZE PROTECT SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY ------- DETECTOR INSTALLED SHALL BE MADE ACCESSIBLE ON THE SITE DURING THE CONSTRUCTION BRACING AND/OR SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE PER 2020 NYSRC Q� 3. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED PERIOD AND SHALL 3E EMPTIED ON A WEEKLY BASIS. CONSTRUCTION NEW STRUCTURE HAS BEEN COMPLETED. FOUNDATION WALL: Tq MULTI SENSOR SMOKE 32670 4O BY NEW ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL .. ] 6"STEM,2"INTERIOR SHELF BELOW SD TOP INTERIOR WALLS AND CEILING TO BE PRIMED AND PAINTED SO AS TO 9. CONTRACTOR TO CAP ALL EXISTING PLUMBING , ELECTRICAL AND 12. CONTRACTOR TO REMOVE ALL DOORS, JAMBS AND FRAMES SLAB(SEE SECTIONS FOR HEIGHTS) DETECTOR INSTALLED NE PER 2020 NYSRC 8"POURED CONCRETE FOUNDATION ACHIEVE A UNIFORM FINISH IN KEEPING WITH THE QUALITY OF THE MECHANICAL LINES AS REQUIRED FOR DEMOLITION. CONTRACTOR SHOWN THUS. CONTRACTOR TO PROVIDE TEMPORARY BRACING OF Registered thru 02/26/2026 OVERALL RENOVATION. SHALL THEN ASSESS THE RE-USABLE VALUE AND SUITABILITY OF EXISTING/ REMAINING STRUCTURE AS REQUIRED ------- WALLS ON 8x16 KEYED FOOTING MULTI SENSOR HEAT REMAINING LINES AND REMOVE OR REPLACE SAME AS REQUIRED. DETECTOR INSTALLED FILE: xD 4. ALL EXISTING WOOD FINISHED FLOORING TO REMAIN. REPAIR ANY EXISTING ELECTRICAL SERVICE SHALL BE MOVED AS PER ELECTRICAL 13. CONTRACTOR TO REMOVE ALL WINDOWS, JAMBS AND FRAMES NEW WALL CONSTRUCTION: PER 2020 NYSRC 24407 DAMAGED FLOORING AND APPLY NEW FLOOR FINISH TO MATCH PLANS. ALL EXISTING MECHANICAL DUCTWORK SHALL BE CAPPED AS SHOWN THUS. CONTRACTOR TO REMOVE ALL ADJACENT PORTIONS OF 0 2x6 EXTERIOR WALLS EXISTING FLOOR. REQUIRED FOR DEMOLITION AND REMOVED FOR RE-USE AS WALLS AS SHOWN ON FLOOR PLANS AND PREPARE OPENINGS FOR 2x6 INTERIOR WALLS U.O.N. O WINDOW TAG SEE SCH-1 SCALE: REQUIRED BY NEW HVAC SYSTEM. NEW CONSTRUCTION AS REQUIRED. CONTRACTOR TO PROVIDE X AS NOTED 5. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM,AS TEMPORARY BRACING AND/OR SHORING OF EXISTING/REMAINING REQUIRED. 10. UPON COMPLETION OF JOB, SITE IS TO BE CLEARED OF EXCESS STRUCTURE AS REQUIRED. SITE SHALL BE BROOM SWEPT ON A F_ _ _ ] EXISTING TO BE REMOVED DRAWN BY: DEBRIS AND MATERIALS, HOUSE TO BE BROOM SWEPT AND CLEAN OF NIGHTLY BASIS. 8DOOR TAG SEE SCH-1 RWC 6. ALL ELECTRICAL LINES TO BE CAPPED IN WALLS TO BE REMOVED. EXCAVATION DUST AND DEBRIS. ALL WINDOWS TO BE CLEANED INSIDE STEEL BRIDLE OR CONTRACTOR TO PROVIDE NEW OUTLETS AND SWITCHES AND OUT. THIS TO 3E DONE TO THE SATISFACTION OF THE ARCHITECT —I L FLUSH CONNECTION 0 POST ABOVE SHEET: THROUGHOUT THE HOUSE AND IN NEW WALLS AS SHOWN ON PLANS. AND OWNER PRIOR TO RECEIVING FINAL PAYMENT. CONTRACTOR TO PROVIDE NEW LIGHTING AS SHOWN ON PLANS, AND TO REPLACE EXISTING FIXTURES AS PER OWNER. - HEADER OR GIRDER ® SOLID POST IN WALL OR OR COLUMN I F� F f, f,(3) Architects 5 6334 Northern Boulevard unless noted DOOR SCHEDULE East Norwich, New York 11732 otherwise on plan ,. ti -�- MARK TYPE BRAND MODEL SIZE SWING MATERIAL REMARKS HARDWARE 516. 308 .4646 Phone Double Top Plate � 6 O',, 5 1 6 . 8 1 3 . 0 9 2 4 F a x '�' CELLAR & CRAWL SPACE Info@JoeBelloArchitects.com t Window Header O� L , _ www.JoeBelloArchitects.com (see plan! 3 " 1� "* 001 INTERIOR 3/4 HR. FIRE RATED DOOR BROSCO PR-22S 1 /4 X 3 -0 X 6 -0 LH SOLID CORE PRIMED 3/4 HR FIRE PROOF SELF CLOSING EMTEK LOCKSET - PASSAGE LLL LLL LLL I_ 1"thick rigid insulation filler 002 DOUBLE INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 4" X 4'-0" X 6'-0"* LH /RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH LL LLL �tk- (Typical in ext.walls) 'BROSCO' g „ , „ , „* 003 DOUBLE INTERIOR SOLID CORE DOOR BROSCO PR-22S 1 /4 X 4 -0 X 6 -0 LH /RH SOLID CORE PRIMED EMTEK LOCKSET- DUMMY HANDLE - MAGNET LATCH LLLLLL 3 „ „* DATE ISSUED: 004 DOUBLE INTERIOR SOLID CORE DOOR BROSCO PR-22S 1 /4 X 4 -0 X 6 -0 LH /RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH 4-22-2025-Working Drawings Window Head 005 DOUBLE INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 4'-0" X 6'-0"* LH /RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH 6-18-2025- Revised Per Owner - 171 8'-0"A.F.F.(typical) 006 DOUBLE INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 4'-0" X 6'-0"* LH /RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH 8-19-2025- Issued for Building Permit 007 INTERIOR 3/4 HR. FIRE RATED DOOR 'BROSCO' PR-22S 1 1 %4" X 3'-0" X 6'-011* RH SOLID CORE PRIMED 3/4 HR FIRE PROOF SELF CLOSING EMTEK LOCKSET - PASSAGE TYPICAL. HEADER TYPICAL DOOR JAMB * FIELD VERIFY ALL OVERHEAD CLEARANCE WITH ALL MECHANICALS, PLUMBING, & STRUCTURAL ELEMENTS. COORDINATE DOOR HEIGHT & SWING PRIOR TO ORDERING DOORS FIRST FLOOR 101 ENTRY DOOR 'THERMATRU' S6022 6'-0" X 7'-0" UNIT RH FIBERGLASS 2%4" X 3'-0" X 7'-0" DOOR + 2 SIDELIGHTS EMTEK LOCKSET - 3 POINT HIGH SECURITY LOCKS 102 DOUBLE INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 4'-0" X 7'-0" LH / RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH 103 OMIT 104 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-8" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCK Gyp. Board Casing to be selected 105 DOUBLE INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 4'-0" X 7'-0" LH / RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH (typical) —4" 1/4" reveal 106 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-8" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCK �� (typical) 107 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-8" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE F 7 \71 108 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" LH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCK .........::; .. . :...:::: :. 1"x Flat Poplar � 109 FRENCHWOOD INSWING PATIO DOOR 'ANDERSEN' 29611AR 2'-8 4" X 6'-10%11 RH FIBERGLASS & WOOD ANVERS OIL RUBBED BRONZE to be painted `, 110 OMIT shim space 111 OMIT O, 112 FRENCHWOOD GLIDING PATIO DOOR 'ANDERSEN' 910611-4 9'-9" X 6'-10%11 OXXO FIBERGLASS & WOOD ANVERS OIL RUBBED BRONZE 113 FRENCHWOOD OUTSWING PATIO DOOR 'ANDERSEN' 29611AR 2'-8%$" X 6'-10 4" LH FIBERGLASS & WOOD ANVERS OIL RUBBED BRONZE i 114 INTERIOR SOLID CORE DOOR BROSCO PR-22S 1 %4" X 2'-8" X 7'-0" LH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE 115 INTERIOR 3/4 HR. FIRE RATED DOOR 'BROSCO' PR-22S 1 4" X 2'-8" X 7'-0" LH SOLID CORE PRIMED 3/4 HR FIRE PROOF SELF CLOSING EMTEK LOCKSET - ELECTRONIC LOCKSET Rough Opening /\ 116 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET- PRIVACY LOCK (see plan) i 117 INTERIOR 3/4 HR. FIRE RATED DOOR 'BROSCO' PR-22S 14" X 2'-6" X 7'-0" LH SOLID CORE PRIMED 3/4 HR FIRE PROOF SELF CLOSING EMTEK LOCKSET - ELECTRONIC LOCKSET 118 OVERHEAD GARAGE DOOR 'CLINGERMAN' CUSTOM 12'-0" x 8'-0" OH SPANISH CEDAR STAIN GRADE - LAMINATED GLASS MOTORIZED OPERATOR TYPICAL CASED OPENING 119 CARRIAGE STYLE SWING DOORS 'CLINGERMAN' CUSTOM 6'-0" X 8'-0" LH / RH SPANISH CEDAR STAIN GRADE - LAMINATED GLASS EMTEK LOCKSET - 3 POINT HIGH SECURITY LOCKS 120 OMIT �'MIIVIIVtC1� ��pRO �,qL 121 FRENCHWOOD GLIDING PATIO DOOR 'ANDERSEN' 91080-4 9'-9" X 7'-11 %" OXXO FIBERGLASS & WOOD HURRICANE RATED - LAMINATED GLASS ANVERS OIL RUBBED BRONZE Bated 9�1 �- SECOND FLOOR - - — -- 201 OMIT SOFT OPEN / CLOSE - EMTEK LOCKET- MORTISE PULLS To"B" 202 DOUBLE INTERIOR SOLID CORE 'BROSCO' PR-22S 1 %4" X 3'-0" X 7'-0" LH / RH SOLID CORE PRIMED SOFT OPEN / CLOSE - EMTEK LOCKET- MORTISE PULL ----- ---- — --- - 203 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-0" X 7'-011 RH SOLID CORE PRIMED EMTEK LOCKSET - DUMMY HANDLE - MAGNET LATCH PRIVATE TO"B" 204 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-8" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE RESIDENCE FROM"A" FROM"A" TYPICAL INTERIOR DOOR 205 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" LH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET —�— LEFT HANDED RIGHT HANDED 206 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-8" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET 520 Snug HarborRoad 207 INTERIOR SOLID CORE DOOR 'BROSCO' PR-225 1 %4" X 2'-0" Greenport X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE New York, ort 208 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" LH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET 11944 WINDOW NOTES: INTERIOR DOOR NOTES: 209 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-0" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE SCTM# 1000-035.00-05.00-034.000 - 210 FRENCHWOOD GLIDING PATIO DOOR 'ANDERSEN' 910611-4 9'-9" X 6'-10%8" OXXO FIBERGLASS & WOOD ANVERS OIL RUBBED BRONZE 1. ALL WINDOWS AND EXTIRIOR FRENCH DOORS BY 'WEATHER SHIELD' 4-9/16"JAMBS 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER WHERE 2X4 STUDS. HARDWARE AS SELECTED BY OWNER. (TYPICAL FOR WINDOWS 2. ALL INTERIOR DOORS ARE TO HAVE 211 FRENCHWOOD OUTSWING PATIO DOOR 'ANDERSEN' 29611AR 2'-8%8" X 6'-10%11RH FIBERGLASS & WOOD ANVERS OIL RUBBED BRONZE IN NEW 2X6 WALL CONSTRUCTION) NEW WINDOW IN EXISTING 2X6 WALL 212 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-6" X 7'-0" professional LH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET when registered design -STICKING AND PANELS AS NOTED has stamped and CONSTRUCTION TO HAVE 6-9/16" JAMBS. GENERAL CONTRACTOR TO FIELD VERIFY 213 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4 X 2 -4" X 7 -0" LH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE " ' ' signed this page (blue ink), they WINDOW SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. - 5/4 JAMBS WITH SQUARE CORNER HINGES are attesting that to the best of - 1/2" X 1-5/8" OG STOPS. 214 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET his/her knowledge, belief, and 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS SET FORTH BY 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 215 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 13/4" X 2'-6" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PRIVACY LOCKSET plans and/or specifications are judgement, such 2020 RCNYS R308.1 AND MEETTHE CRITERIA FOR CATEGORY !! AS INDICATED IN DOOR SCHEDULE. p a s 2020 RCNYS R308.3 SEE GN-04 216 INTERIOR SOLID CORE DOOR 'BROSCO' PR-22S 1 %4" X 2'-4" X 7'-0" RH SOLID CORE PRIMED EMTEK LOCKSET - PASSAGE HANDLE in compliance with the latest 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. New York State Building Code. 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO 2020 5. AT POCKET DOOR UNITS, ADD 1" TO LEFT HAND 217 INTERIOR SOLID CORE DOOR PR-22S 1 %4" X 2'-4" X 7'-0" LH SOLID CORE PRIMED EMTEK LOCKSET- PRIVACY LOCKSET © copyright 2025 RCNYS, PART R310.1.1. 5UCH OPENING SHALL NOT IMPEDE EGRESS IN AN SIDE STILE (FROM'A' TO'B') AND TOP RAIL TO ATTIC EMERGENCY, SHALL HAVE A MIN. AREA OF FIVE (5.7) SQ.FT, WITH A MIN. ACHIEVE EQUAL STILES AFTER INSTALLATION OF ' , , 1 , 'ALUMINUM' JOE BELLO ARCHITECT, P.C. DIMENSION OF 20" IN WIDTH, AND MIN. DIMENSION OF 24" IN HEIGHT, WITH FINISHED JAMBS ATTRIM. BOTTOM OF OPENING N�0 HIGHER THAN 42 A.F.F. 301 PULL DOWN ATTIC STAIRS BROSCO HUSKY 800 2 -1 x 4 -6 PULL DN ALUMINUM MIN 350 LB RATING AIR SEAL GASKET W/ R-10 INSULATED PANEL 6. VERIFY ALL SWINGS WITH PLANS. 302 PULL DOWN ATTIC STAIRS 'BROSCO' 'HUSKY 800' 2'-1 %" x 4'-6" 'PULL DN' 'ALUMINUM' MIN 350 LB RATING, AIR SEAL GASKET W/ R-10 INSULATED PANEL 4. 'WEATHER SHIELD' REPRESENTATIVE IS TO FIELD MEASURE EXISTING WINDOWS, TO 7. ALL DOORS, DOOR TRANSOMS, AND ADJACENT BRED ARC BE REPLACED & IS TO FIELD VERIFY EXISTING R.O./ M.O. PRIOR TO ORDERING NYSRC SIDELITES TO BE TEMPERED GLASS, AS PER 2020 �\5'L�QN M REPLACEMENT UNITS. IN COORDINATION W/GENERAL CONTRACTOR. ¢tc, 'Q`' <<o�n� 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO RESIST THE WINDOW SCHEDULE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE LABORATORY, A UNITS SHALL EL TESTED BY ANAPPROVED WINDOW SPEC: MARK TYPE MANUFACTURER UNIT SIZE CATALOG # LITE CUT QUANTITY REMARKS: � INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUF. '9T 2s7o 4OQ PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO SERIES: A-SERIES R CASEMENT 'ANDERSEN A-SERIES' 2'-7%4" x 3'-11 %4" ACW2840 SEE ELEVATION 12 EGRESS COMPLIANT, (202)(205) & (207) TEMPERED GLASS FOF NE`N INDICATED COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.5.2. INTERIOR FINISH: PRIMED PINE 1�� Registered thru 02/26/2026 EXTERIOR FINISH: WHITE E3 CASEMENT ANDERSEN A-SERIES, 2,-11 %4" x 5'-3 74" ACW3054 SEE ELEVATION 16 EGRESS COMPLIANT 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS FILE: MEETING THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF HARDWARE: OIL RUBBED BRONZE 0 AWNING ANDERSEN A-SERIES, 1 11 %4" x 2'-11 %4" AAN2030 SEE ELEVATION 2 (118) TEMPERED GLASS 24407 ASTM E 1886 REFERENCED THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE 34" SDL MUNTIN BARS AS PER ELEVATIONS O DOUBLE HUNG 'ANDERSEN A-SERIES' V-11 %4"x 3'-3 %4" ADH2O34 SEE ELEVATION 4 TEMPERED GLASS MARKED AND STORED ON SITE. � �- SCALE: � NOTE: CORDINATE FINAL COLOR AND OPTION O CASEMENT ANDERSEN A-SERIES 2 11 %4"x 5'-11 %4" ACW3060 SEE ELEVATION 6 HURRICANE RATED - LAMINATED GLASS AS NOTED 7. 'WEATHER SHIELD' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR WITH LATEST SELECTION WITH OWNER PRIOR TO ORDERING O FIXED 'ANDERSEN A-SERIES' 3'-11 %4"x 3'-11 %4" APW4040 SEE ELEVATION 1 TEMPERED GLASS DRAWN BY: CUTSHEET OF R.O. AND NCO. FOR SPECIFIED UNITS. CONTRACTOR TO COORDINATE TRANSOM 'ANDERSEN A-SERIES' 2'-11 %4"x 1'-7 %4" ATF3018 SEE ELEVATION 2 RWC REQUIRED OPENINGS. 0 DOUBLE HUNG 'ANDERSEN A-SERIES' 2'-5 %4" x 4'-7 %4" ADH2648 SEE ELEVATION 6 SHEET: MANUFACTUREESS SHOP DRAWINGS 8. CONTRACTOR COORDINATE UNIT SIZE, REQUIRED R/O AND M/0 WITH WINDOW I CASEMENT 'ANDERSEN A-SERIES' 1'-11 %4"x 2'-11 %4" ACW2030 SEE ELEVATION 3 HURRICANE RATED - LAMINATED GLASS GENERAL NOTE: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE r-------------------------------------------� �,+ THEMSELVES WITH THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT I----rTT-------------------------------------I Arc h i ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD h l I I CONDITIONS AND DRAWINGS. 'THE GENERAL CONTRACTOR SHALL VERIFY ALL h l I I I I I DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. I I II;1 I I 1 �i! 1 6334 Northern Boulevard CONCRETE NOTES: I� I East Norwich, New York 11732 PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM j 2-21-0' I I 53'-II" -• EACH WAY IN ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF PLACING THE SLAB. 516 . 3 08 .4 646 P h o n e II I 1 27'-q" 516 . 813 . 0924 F a x PROVIDE 2-#5 BARS OVER AND 2-#4 EACH SIDE OF ALL OPENING IN WALLS. I I Info@Jowww.Joe Bel Blo Architects.com 1 Architects.com BARS TO BE 1 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. i I CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.45. r--- -- J� Izz% I PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: I -------------------- --� CAST AGAINST SOIL 3 I I c //, :� I DATE ISSUED: EXPOSED TO WEATHER(FORMED) 1 1/2" 1 1 oj'1 // -- - - - 1 4-22-2025-Working Drawings NOT EXPOSED TO WEATHER 1" I �C' / /'� DROPPED FOUNDATION WALL,TO / / 'RECEIVE DOOR 5EE 5GH-1 FOR DOOR INFO I I 6-18-2025- Revised Per Owner/ ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST 8-19-2025-Issued for Building Permit STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F.AND RISING MIN. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE 1 K I I ARCHITECT. 1 I I I PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. I I I I 1 PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 1 I UNEXG VATED PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. I .� j 6ARA6� ABOVE PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS &FOUNDATION WALLS. 1 `F I b' POURED CONCRETE SLAB I I bX6 6/6 'REINFORGIN6 i i ry PROVIDE WELDED WIRE MESH (REINFORCED IN SLABS AS INDICATED 1 I 10 MIL VAP BARRIER I I R-IO RIDG INSULATION r- -—-1- •a I ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT _ _ _ I r,----1 , 1 CLEAN GOf�PAGTED FILL I I AREA SHALL BE COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS r _ _ ___-_ f J I 1 IN MAX.1121 LIFTS I I ALL BA5EMENT5 AND/OR ANCHOR BOLT NOTE: SPECIFICATIONS. r - T- - 1 I I I I I I I I i-1- .°• I CRAWL SPACES TO BE FOR SILL PLATE AT TOP OF WALL 4 TOP OF TREATED WITH TUFF-N-DRI HS J015T LED6E,PROVIDE 5/8" ANCHOR BOLTS CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO I I I I I I I I A-8 DAMP-PROOFIN6 BY TREMGO. TYPICAL 44 O.G. (24 O.G.FOR 5LAB-0N-ON A TESTING LAB TO BE BROKEN(OPEN AND TESTED AT 7, 14 AND 28 DAYS I I I I // I `.- I 1 1 INSTALLED PER AND MAX. 12" FROM EACH GORNER5.-III RESPECTIVELY. NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF I I I I /j 1 I I I MANUFAGTURE5 IN57RUGTION5 EMBEDMENT MIN. U5E 3'x3"x5/I6'50. WASHER PLT. OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. 1- -�- I - - ----- t1� 1 1 I i I I POURED CONCRETE GHEEKWALL5, ________ -------_____________________ ' COORDINATE WITH 5TEP5 4 FINAL 1 ------ -- II I 1 -'• I I I I I SRADIN6 I `� I ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, r -------- --------------------------- ------- --- I UNLESS SHOWN OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM ----- THE ARCHITECT PRIOR TO PLACEMENT. m I I ______ 1 EXI5TIN6 8" POURED GONGiZETE FOUNDATION I I I I Q i� III I �. I I I I 1 3 � I '' m N� ------ - a --------- --- --J �I;, I WALL,ON 8x16 KEYED FOOTINS ® MIN.36" BELOW j L 1 I I I I I 31' I SRADE. CONTRACTOR TO VERIFY CONDITION IN I 1 -- ----v----------------- 1 I I /� --I I FILED,NOTIFY ARCHITECT IN WRITE OF ANY 1 FRAMING NOTES: 1 -----------------� I DEFICIENCY OR DISGiZEPANGIES PRIOR TO 1 ----- 1 1 IL--JI I I 1 ice;: *;.•:;,.:1:. ;.:: •,• ,:�`::.-. ;:. 1 in I I PROGEEDIN6 I 1 GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO ------ = I 1 1 I 1 I 1 r- I6'-0" 1811 I 26'-5' 18■ RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL I I I I 1 I 1 1 FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS o■ -I 1 I -, � UNEXGAVATED I I I STOOP ABOVE 1 DE M IMUS AP RO AL SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND 1 1 I I I I I 1 — 1 I DROPPED BEAM I I _ L 1 FASTENER SCHEDULE I I I 1 1 I I I I I Ir-_- I I 5EE 5-1 FOR INFO I I Dated 1 ••' I 1 I I � 1 `� - I SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND I I I , r ;. I I ' II I EXISTING 4" DIA. STEEL P05T I ---------1 -I ------I I-� I------------- I MAGNITUDE. I I I 1 I I ___-- ----------- --J 11 1 ON24"x24"xl8" POURED I ''?:.. = _ _ 1 I 1 "• j I 1L___J CONCRETE FOOTING DROPPED FRAMIN I I INTERIOR FINISH NOTES: I I L_ -- �- —( T--- ------- 1 ��LL -- �- --------------------- ----- " VERIFY IN FIELD � FOR GURBLE55 I j I 20'-8" 3'-8�" I 1 i 4q-6 SHOWER ABOVE, PRIVATE ALL WALLS AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASS OF NOT 1 I 1 I �� " i/ 5- OR I I __ , ____ _ GREATER THAN 200 AS PER SECTION R319 I 61 " � DOWEL NEW FND. INTO EXISTING G�AWLSPAGE - �- 1 S 1 WITH#5-REBAR ® 12" O.G. 4' POURED CONCRETE 5LAB RESIDBATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED I :.• I z (-- I (VERTICAL). MIN. 8 EMBEDMENT 6X6 10/10 WWMIZEINFORGIN6 t� 11 I A�l' I I I 1 " 10 MIL VAPOR BARRIER - SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A 2 I ::'. 1 I PROP05ED/4 IA. I Q WITH EPDXY. TYPICAL ® ALL NEW NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A 1 1z I STEEL 005T ON 1�- - OLD FOUNDATION GONNE6TION5 6' GLEAN COMPACTED FILL }; ': I II I I A-Tt I I I 520 Snug HarborRoad HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER A-� I of 4 J 5,-1 EXISTINC)dTIN6 j " IN MAX. 12" LIFTS 8" 1- 1 y � � ': � ��, ,,- 23 10 2O I • 1- I G ree n port STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1I_ _ __-___-_ II I I I I I I I Q New York 11944 o S�O 1 Ltd 1 n 4 I_J _I_J —I—J-------------------------- y EXISTING 4 DIA. STEEL POST ON PROP05ED 4' DIA. 5TEEL r a r - I m ' / / \\� f FOOTING VERIFY IN FIELD __ POST ON EXISTING STEM _ ___________ ____________________— ::24"x24"xl8" POURED CONCRETE ry I ---- ------- ---------------- ---- R �I-- --------� �`/� ____ ' ______ _WALL(TO BE GUT DOWN) _ I I r 1 I u rl J SCTM#1000-035.00-05.00-034.000 PERIMETER FRENCH DRAIN I __ Legend - g _-- ---_ -- -_ __-- _- ___- I PER(=0RAT7=D PIPE UNDER SLAB 6 x I60 FLOOR 1 I 1 - - ---- -- ------ I�-I-r ( I I I Ih / 'ya 1 PROP ED 8 POURED GONG a-� 4" FLOOR DRAIN FOUNDATION WALL: o' �1O DRAIN BY 'AM' 1 I I D 11 I I I 11 When a registered design MULTI SENSOR SMOKE 1 I 5TEM L ® SLAB HEI6HT C+ N6E, g g 8"POURED CONCRETE FOUNDATION FLOOR DRAIN -- ____ ♦ �� I " 1 I I ON 16" WIDE SPREAD FOOTING " I I 1 .'• 4 professional has stamped and WALLS ON 8x16 KEYED FOOTING /co &CARBON MONOXIDE DI5GHAR6E �- �� I I 5-I 18 I I 43-11 I I I I I + I I p p ___ _ _ I / I I S I 1 �_ signed this page blue ink), the DETECTOR INSTALLED - - ------- TO DRYWELL ---------------------- " I III STORAGE SEE A-I.I z 1 I 1 I ------- PITCH SLAB TO DRAIN I I I I ': 1 I I�/ �I are attesting that to the best of PER 2020 NYSRC - . .. . .: , : .:. .; _� - : 1--_-_-- ---- 11 I 0IOAO OURED CONCRETE 5 1 1 I I �, � - ----- I/8" PER 1'-0" MIN.� i I I I 11 II i�II ' _ I I 1 II I his/her knowledge, belief, and -- FOUNDATION WALL: �--�- -------------------- y- - = I I ��i�i�- J I I III ;. \ MULTI SENSOR SMOKE Q �I OPF'ED FOUNDATION WALL TO fZEGEIVE OVERHEAD I u u _ WWMIREINFORGIN _ �- _-_-_-_ 1 _______ MEGHAN16AL I I i ..• I �_�/r professional judgement, such 6"STEM,2"INTERIOR SHELF BELOW SD w III �� I MIL VAPOR BARRIER I r j 1 'ROOM 5EE A-1.1 I III '' I �-�� plans and/or specifications are DETECTOR INSTALLED � 6,AfZA6E DOOR.SEE 5GH-I FOR DOOR INFO, -- -------- I I z SLAB(SEE SECTIONS FOR HEIGHTS) / , -1 1 e w I I r_____J a� " 1 ___ PER 2020 NYSRC I 1 - 6 LEAN COMPACTED FILLI cv I ------- 4 POURED GONG'ZETE SLAB I I III 1 I in compliance with the latest 8"POURED CONCRETE FOUNDATION �� �� // // j 11 I IN MAX. 12' LIFT5 rL ' I I j I 6X6 10/10 WWM'REINFORGIN6 1 I 111 1 I �i� �� I` New York State Building Code. WALLS ON 8x16 KEYED FOOTING _, II I I / I MULTI SENSOR HEAT �� �� / / I III _.�. PROPOSED 4 DI . STEEL I 1 I I 1 m _-______ 10 MIL VAPOR BARRIER HD DETECTOR INSTALLED _______�/ / 1 11 I - P05T ON 36'x36 4" I 1 I I I I 6' GLEAN COMPACTED FILL I I III I I // II © copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC \ --------- /1 1 (1 I POURED GONG FOOTING I I I 1 1 ----- " I I I 1 2x6 EXTERIOR WALLS I III N I 11 __ I 1 .'; IN MAX. 12 LIFTS I 1 ::° I �------"=•J 2x61NTERIOR WALLS U.O.N. - _________ _J _ ___I I1 1 1�-0 I I I 1 I I --_ - I 1 111 1 I I JOE BELLO ARCHITECT, P.C. O WINDOW TAG SEE SCH-1 O L----------- --------- -A�7------I 8" I I -- -- I 1143'-II' 4" FLOOR DRAIN I l i I I1 0° I EXISTING TO BE REMOVED I III Q I I 1 1 I I I I III " 1 1 xxx DOOR TAG SEE SCH-1 / 1 III - ---- --------------- __- ____ I 1 I 1 _ FLOOR DRAIN -D A SUMP PUMP �-+ I�C--_ _ ____ _________________ __ -�- 1 _ - _ SOLID 5DR PIPE 1 1 II I I '(�� RC',yjI _ __ __ _____ 1 y. STEEL BRIDLE OR POST ABOVE DI5GHAR6E I Il�- — ---- ---------- ----- --- ----- I-I 1 -------_---- - - ----------------JJ----� I1 I I (?���F'P M. FLUSH CONNECTION 0 TO DRYWELL 1 L` ______ �� -S �0 SOLID POST IN WALL I a� �•'� - -� - --- = 3 . . �_� ,T .i +�. •� .a.•---------�----- •' i I HEADER OR GIRDER 1 _ OR COLUMN L------------------------------- --------� I ------8„- ----I 81, n' -- -----------i-----------f-- -`�_ I I I I I I o I ' I I FRENCH DRAIN SYSTEM I I 3/4 HOUR FIRE 5EPA•RATION (P o II I UNEXGAVATED 1 II I 1. 326?0 Q` I I 1 STOOP ABOVE _I I I I SEALED SUMP P��PUMP5 I BETWEEN UTILITY $ LIVIN6 '9T�OF y0 I 5PAGE. /8 TYPE X GYPSUM N E LI ------------J i--__= W/BATTERY BACK UP I BOARD ON WALLS t GEILINS L_ _-, PUMP Registered thru 02/26/2026 -- ----------- -- FILE: 1 Lr - - t-�- 1 -- ---i----------------- ------ 24407 ____ _ _ _ T POURED CONCRETE GHEEKWALL5, SCALE: 15- - -- ---- COORDINATE WITH STEPS 4 FINAL (' 1 Footing & Foundation Plan 6RADIN6 AS NOTED 71-O" 14'-6�" q'-I�' 45'-3' DRAWN BY: A-1 SCALE : 1/4"= 1'-0" 75'-II" RWC olo SHEET: A-8 v Ca A- 1 i GENERAL NOTE: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES THE GENERAL NOTES SHEETS(GIN 1-4)AND ARCHITECT NWITH WRITING OF,ANY CLARIFICATIONS NEEDED PRIOR OONTACT A COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY EE THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. CONCRETE NOTES: 6334 Northern Boulevard East Norwich, New York 11732 PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT —�— JOINTS WITHIN 24 HOURS OF PLACING THE SLAB. 516 . 308 .4646 Phone PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. 516 . 813 . 0924 F a x BARS TO BE 1 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. Info@JoeBelloArchitects.com www.JoeBelloArchitects.com CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.45. PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: CAST AGAINST SOIL 3" - EXPOSED TO WEATHER(FORMED) 1 1/2" c DATE ISSUED: NOT EXPOSED TO WEATHER 1" 4-22-2025-Working Drawings ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST 6-18-2025-Revised Per Owner a :. STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. ' 8-19-2025- Issued for Building Permit ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F.AND RISING MIN. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. I I PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. UNEXGAVATED Y PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. GARAGE ABOVE PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS& FOUNDATION WALLS. PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED f ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO PROVIDE CYLINDER SAMPLES (3 PER TRUCK)TO BE SENT TO 2 A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS A-e RESPECTIVELY. NOTIFY ARCCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING --- THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. 1 ALL CONCRETE TO BE POURED MONOLITHICALLY, WITHOUT COLD JOINTS, UNLESS SHOWN OTHERWISE:OR PERMISSION IS OBTAINED IN WRITING FROM :* THE ARCHITECT PRIOR TO PLACEMENT. 3 .: FRAMING NOTES: GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS UNEXGAVATED SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND STOOP ABOVE FASTENER SCHEDULE 0RANL5f AGE — • r4 _ /�C � �� SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND � �./C ARIA/f�t , MAGNITUDE. .4 `� C ,VJ /Y VSAPPROVAL u INTERIOR FINISH NOTES: Dated 14 PRIVATE ALL WALLS AND CEILING FINISHES SHALL HAVE FLAME-SPREAD CLASS OF NOT GREATER THAN 200 AS PER;SECTION R319 z BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED GRAWLSPAGE RESIDENCE SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A I 2 —•— NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A 2 HEIGHT OF NOT LESS THAN EiFT ABOVE THE FLOOR. ANY GLAZING IN SHOWER 520 Snug HarborRoad STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 GreenpOrt V New York 1194 � N 4 f m u SCTM# 1000-035.00-05.00-034.000 Legend 0 2 AHU- I _______ ' 3 i-I FOUNDATION WALL: MULTISENSOR 4" FLOOR DRAIN ' 8"POURED CONCRETE FOUNDATION SMOKE 1 / WALLS ON 8x16 KEYED FOOTING ocn &CARBON MONOXIDE NA.ER When a registered design ____—_—_ DETECTOR INSTALLED ------ r / \ — professional has stamped and SERVICE —— i'ITGH 5LA6 TO DRAIN this page PER 2020 NYSRC ;. IN arenatdtesting thatbouthe best of STORAGE ______ I/8" E'ER I'-0" MIN.6"STEM 2"INTERI .. .. . Ho 0FOUNDATION 1 ERIO MULTI SENSOR SMOKE V46K50LID POLYCURAMINE' his/her knowledge, belief, and OR SHELF BELOW SDN MECHANICAL p professionalDETECTOR INSTALLED — � 00 �- FLOOR COATING ON ENTIiRE � — � plans and/or specifications such • o CONCRETE SLAB o ---- o 'ROOM P p cations are � • • SLAB(SEE SECTIONS FOR HEIGHTS) PER 2020 NYSRC • 8"POURED CONCRETE FOUNDATION _ — ' in compliance with the latest ————— 'n 'ROGK50LID POLYGURAMINE' Oo New York State Building Code. ——————— L N 8x115 KEYED FOOTING MULTI SENSOR HEAT TRIM OUT m FLOOR COATING ON ENTIRE �. c HD DETECTOR INSTALLED STEEL POST _— CONCRETE SLAB O copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC 2x6 EXTERIOR WALLS ^� p, —�.1 _ q 2x6 INTERIOR WALLS U.O.N. I " 3 " 3'-I 31" b'-5" ✓ " 8'2" XO WINDOW TAG SEE SCH-1 I JZ 51 II-5 3� I . — JOE BELLO ARCHITECT, P.C. _____ 4" FLOOR DRAIN A-7 .I — 0 5 004 003 .Q EXISTING TO BE REMOVED _ ___ FLOOR DRAIN PIPE xxx DOOR TAG SEE SCH-1 i _ ___ —_---- ----- ----------- __ ------- __--_--_ _ ----- ----- ------------ -------- STEEL BRIDLE OR — _ ~• —��-- POST ABOVE DISCHARGE 007 RED Aq FLUSH CONNECTION Q �� Cy TO DRYNELL <vO��pH M. BF�`��C' e lr � O � SOLID POST IN WALL �:.'.,• ' •."_•.. . , • ....�. .:,:...• . ••,:; S.: •�• ••;.a..;:.� ..;�': •''�•''=:�:+•' HEADER OR GIRDER • .. OR COLUMN SANITARY I I ( * ! •° WASTE v 3/4 HOUR FIRE SEPARATION cr � BETNEEN UTILITY t LIVING �9 03267� pQ' " SEALED SUMP PIT �FRENCH DRAIN SYSTEM SPACE. %TYPE X GYPSUM ��OF NE`N y ————— -—————- PRIMARY SECONDARYPUM PUMPS BOARD ON WALLS d CEILING PUMP5 W/BATTERY BACK UP Registered thru 02/26/2026 ---i—i L— ------ ------- .-J -i-- FILE:-- ------ 24407 L -- -----------------� 1 Cellar / Crawl Space Plan SCALE: AS NOTED A-1.1 SCALE : 1/4"= F-0" DRAWN BY: RWC SHEET: 2 A_8 A- 1 . 1 i GENERAL NOTE: F , Q THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT Architects ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PR OR TO CONSTRUCTION. 6334 Northern Boulevard CONCRETE NOTES: '-11" East Norwich, New York 11732 PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN ALL BASEMENT, PORCH,AND GAR4GE SLABS ON GRADE. CUT zi-011 53'-II" JOINTS WITHIN 24 HOURS OF PLACING THE SLAB. 5 1 6 . 3 0 8.4 6 4 6 P h o n e 21141 5 1 6 . 8 1 3 . 0 9 2 4 F a x PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. Info@JoeBelloArchitects.com BARS TO BE 1 1/2" CLEAR OF AND EXTEND 12 INCHES PAST OPENING. pA 6'-6 " b'-b�' - " " 11 1 " 11 www.JoeBelloArchitects.com I-101 b-4� I-10� 2-S 7-10 5-6 4-T 3-6 3-6 3-6 3-b 6-I� 3-0 CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.45. PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: - DATE ISSUED: CAST AGAINST SOIL 3" ^J1 � 4-22-2025-Working Drawings EXPOSED TO WEATHER(FORMED) 1 1/2" \ NOT EXPOSED TO WEATHER 1" \\ 'n i� 121 ��T 6-18-2025- Revised Per Owner ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST A e r - - ' EXI5TIN6 'L �� I H05E BIB 8-19-2025- Issued for Building Permit STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. �� I IN GROUND POOL 1z i I ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES 1E2 I OF 28 DEGREES F.AND RISING MIN. �/ I i � I NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. �� I NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE 5 "� ARCHITECT. I I I PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. 1 I PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY A-8 I A-e BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. I I PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. I � I I PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS& FOUNDATION WALLS. I I 1 PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED PROVIDE 6UARD5 AT ALL PORCHES, ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT I I BALCONIE5 OR RA15ED FLOOR 51JRFAGE5 A5 5GHLUTER KERDI WATERPROOFIN6 AREA SHALL BE COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS I I PERR316. PORGHE5,BALCONIES OR-RA15ED t UNDRELAYMENT SYSTEM TO BE SPECIFICATIONS. IIFLOOR SURFAGE5 LOCATED MORE THANTHIRTY INGHE5(30") ABOVE THE FLOOR OR USED IN ALL WET SPACES. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO I I 6RADE BELOW SHALL HAVE 6UARD5 NOT (INDICATED WITH TILE HATCH) A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS 123II LE55 THAN THIRTY-51X INGHE5(36") IN HEIGHT. __RESPECTIVELY. NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF E 112OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING I 116 115 114 113 THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. g I I } B a s a -in 0 I I I 4'-511 11'-1" ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, m I m UNLESS SHOWN OTHERWISE:OR PERMISSION IS OBTAINED IN WRITING FROM — -------- ---------------------- STOOP 1 cv -*'' _--- 1z4 I 6Ai�A6E -1 THE ARCHITECT PRIOR TO PLACEMENT. m � . '-„'" E I LAiZ6EFORMAT `i FR05TFRE -------- ------ --------------- 51 _- 109 1 THERMAL - I 107 1 BLUE5TONE FIN15H r' m {1' H05E BIB tr TILE FLOOR w: I ------ ---------------------- +/- COORDINATE WALL - I A5HLAR PATTEN I THICKNE55 WITH u ----- m - i I 119 118 1TH MOTORIZED CONGEALED 5GREEN CHANNEL IN GOLUMNS I'-5 11 _- IANTOM SCREEN FIREPLACE FRAMING NOTES: „ 1z5 I I _ -__ __L�0_IC�I XA��I�NLO�` N---- REQUIREMENTS r----, 108 Ch E 1 I I i _i - --- -- o i -- - I _ 1 GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO ( I � � IT 10 SQUARE COLUMNS,W/G4 B4 BY } RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL - I `i I I I DRINK I it li i I - EXECUTIVE Ai2LHITEGTURAI- MILLWORK 11 1 I w L J �2a4M _ FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS ,- — — 1 i L�RDI6 J L __J 4 _ TY o - (631)234-IOgO �! o I� +�- 'I- �0 FREE SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND I I ��p d? PORGH . o 111 ' ,> I I I D (161 +� THERMAL BLUE5TONE FIN15H LIYIN6 ROOM O - e FASTENER SCHEDULE I 117 ASHLAR PATTEN 8'WIDEPLANK ENGINEERED � , ' �� I �- 5 I 24-q 5 --b I i - 5 112 HARDWOOD FLOORIN6 , SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. I 116 "r- 13 `N I I 5 " �'-0" 5 " I6'-6' 20'A' 51 5�I n m INTERIOR FINISH NOTES: QC I `,/'� �- I I BACK HALL I o 5'x4'CJR13L-55 P R I !� A�E ALL WALLS AND CEILING FINISHES SHALL HAVE FLAME-SPREAD CLASS OF NOT 1 115 WIDE PLANK 1 5HOWER GREATER THAN 200 AS PER SECTION R319 Cp DN WOOD FLOORING �: RESIDENCE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED I I DINING ROOM ---L---------------------------------- _-- _-- --- b' WIDEPLANK EN6INEERED 0 110 2 •-o � - SHOWERHEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A 2 r -r--1 xD 114 ____ HARDWOOD FLOORING A-7 NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A I I - 1 _ 520 Snug HarborRoad HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER p`-7 231-gn I 301 I 5 " -6 S�1" 36-4- 5 " 1 - J�_ Greenport STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 I f 1 I Iv -_ '__ New York, 11944 FROST FREE H05E BIB I / \ I - _ 5TAIR5 4'RAILIN6 TO 5TAIR SHOP DRAWIN6 TO BE 1 i i m HOT 4 GOLD WATER j I \I I CONFORM TO'R311 4 APPROVED BY ARCHITECT _ [IO - I R312 OF 202O RGNY5 PRIOR TO FABRICATION L _ SCTM# 1000-035.00 05.00-034.000 IL --J1 - -- U I -- � tt Legend Y I ____ 104 , - - �.1 0 4" EMER6ENGY r ------------- 06- o - I GL05ET - ------- '- b" x 160' FLOOR I DRYIAELL L DRAIN TO 31'-q " 13'-b 3 " 4'-b" 3 " 3'-6" cv When e n a registered i s t e r e d design s i n FOUNDATION WALL: DRAIN BY 'ZURN' 9 9 MULTI SENSOR SMOKE _ aim r I professional has stamped and 8"POURED CONCRETE FOUNDATION / _ - 105 P P �� I- z `� v ----- signed this page (blue ink), they WALLS ON 8xi6 KEYED FOOTING `6 �I •`r �" � ---------� '• �o�co &CARBON MONOXIDE --___ _ DETECTOR INSTALLED ,n VENTYL_R O I N I are attesting that to the best of PER 2020 NYSRC KITCHEN I I sip --------------- O EXfEW >. FOUNDATION WALL: 1 E 109 profess knowprofessional belief, and MULTI SENSOR SMOKE Q iI[�_ COORDINATE FINAL I O __- rofessional judgement, such -- -- - 118 CA13INlRY d APi'LIAN E 6"STEM,2"INTERIOR SHELF BELOW sn - I H plans and/or specifications are ' O DETECTOR INSTALLED LAYOUT WIT SLAB(SEE SECTIONS FOR HEIGHTS) - ?f PER 2020 NYSRC 101 =_ _= in compliance with the latest 8"POURED CONCRETE FOUNDATION SELECTIONS AND KITCHEN ( p e 1 POT FILLER ------- WALLS ON 8x16 KEYED FOOTINGr- MULTI SENSOR HEAT - 1 MAW TURE�� � New or State Building ode. BEDROOM#1 IID DETECTOR INSTALLED ' I DI I 1 b2WO"T•O• s I © copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC 60 15LAND 1 - _________ _ -__ -_= 8 WIDEPLANK EN6INEERED Q 2x6 EXTERIOR WALLS J -_-_ -_-_ 2x61NTERIOR WALLS U.O.N. z HARDWOOD FLOORING A-7 O r `s -r- JOE BELLO ARCHITECT, P.C. O WINDOW TAG SEE SCH-1 O --- ---I lA2 "O I Ig'-0 " 5 " 2'-I' 8'2 " I A-7 EXISTING TO BE REMOVED L-- 'REFRI6E RATOR 102 xxx DOOR TAG SEE SCH-1 -i <I N QUI 108 \S��QH D�,q�C,y/� STEEL BRIDLE:OR L____ I D� I I O 1 RI5�R5i e - �C?oc�� << �0 —J L FLUSH CONNECTION � POST ABOVE I II I > 0 - L—I- 1 � Q cV .. HEADER OR GIRDER SOLID POST IN WALL 101 OR COLUMN � I 103 e104 j i 106 1e07 FREE105 PORCH e THERMAL BLUE5TONE BIBFR05T FREE N�H05E BIB I AS HLAR FATTEN 1 11 ' F32 67Eo :� 10' 50UARE GOLUMN5,W/(4 4 B4 BY yp — EXECUTIVE ARGHITEGTRA MILLWORK N �� G I I (631)234-IOgO I � Registered thru 02/26/2026 ------------------ I LSE M'INIM'U APPROVAL. FILE: Dated 24407 L------————— -------------J SCALE: 4'-1" 4'-7" b'-0" 2'-111" 2'-II " 13'2 " IrA. 3'-10" 4'-b�' i First Floor Plan AS NOTED A-2SCALE : 14' 45'-3' DRAWN BY: -6 " g'-I " SCALE : 1/4" = 1'4' RWC SHEET: 2 A-2 i GENERAL NOTE: .�DQ) a •,ws 'TJ �'9 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS(GIN 1-4)AND CONTACT tuch ■ ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 6334 Northern Boulevard East Norwich, New York 11732 ROOFING NOTES: ALL FLASHING TO BE 16 oz COPPER OTHERWISE NOTED. FLASHING TO EXTEND MIN. 8" UNDER SHINGLES 516 . 813 . 0924 Fax PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH www.JoeBelloArchitects.com 11 Architects.com www.JoeBelloArchitects.com MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE', INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR I DATE ISSUED: WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. i�i� 1 4-22-2025-Working Drawings i Xi I I 6-18-2025-Revised Per Owner ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED i��� I I AND INSTALLED AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED 1 1 8-19-2025-Issued for Building Permit AT A MAXIMUM OF 60"O.C. WITH SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED I I ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 LINEAR FEET MAX. II PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS II AND STRAPS FOR A COMPLETE INSTALLATION, WITH FINISH TO MATCH GUTTER. I 1 I I II II PROVIDE 4 INCH SD35 PVC PIPING DIRECTLY TO DRYWELL WHERE APPLICABLE. I I I I I 11 11 I SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. II II PROVIDE EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER I I PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL I I ------- I I 541-4 " EAVES AND AT ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI" CLEAR AIR -T)1„ PASSAGE. I I 1 N II �225 I 1 7'-0" 10'-10" 3'2" 3'-II " I'-8' 4'211 A-8 3'-6e 3'-6" 6'-7" 31-be 3'-6" 3'-0° ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2" Q 12 I ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS u') I MANUFACTURED BY'ROLL VENT' (OR EQUAL)AT RIDGE. WHERE CATHEDRAL 1z 1 I I I CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH FILTER VENT AS I MANUF. BY'AIR VENT' (OR EQUAL) I I PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. I I VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT 1 WIRE MESH, WITH ONE EIGHTH INCH MINIMUM TO ONE QUARTER INCH MAXIMUM j j i 22 2zo 219 218 217 216 OPENINGS. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN I I B B B B B B ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE VENTILATED. WHERE I I EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE I I N FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED I I I cV 1 PROVIDE 6UARD5 AT ALL PORGHE5,BALGONIE5 OR'RA15ED $ " 14'A' I I I m I FLOOR 5WFAGE5 A5 PER-R316. PORGHE5,BALGONIE5 OR 215 BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF � I THE VENT. 10 _ i 226 I 1 I° ABOVEOORTM LOOK OR G6RADE BATED E MORE SHALL AVE THAN THIRTY INGHES 2222 --- ---------- ------------- H 6UARD5 NOT LE55 THAN THIRTY-51X INGHE5 (36") IN HEIGHT. e ry II 1 I 11 FRAMING NOTES: L_______ GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO I I 36" GUARDRAIL PER 20201RGNY5 uL D_EN BEDROOM #3 RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL 8" WIDEPLANK ENGINEERED m 1 I �� 26'2" 8' WIDEPLAf�K ENGINE!=RED HARDWOOD FLOORING FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS I 1 HARDWOOD FLOORING II r-------- o SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND I I 1 Ti=RRAGE FASTENER SCHEDULE I I GOMP051TE DEGKIN6 t i�E I I 224 223 SEE FRAMING PLANS FOR ALLSTRUCTURAL FRAMING DIRECTION AND Q 227 I 210 e" sn . MAGNITUDE. 211 32"x84"T.O. Q _213 214 INTERIOR FINISH NOTES: N I I +n I I I ---_ 5 14? 5 7-61 18-3 51 2 5 N -0 3 5-1 PRIVATE 1 r— - n I e 20 „ I I n 204 x I n n O c n n I e n I 5u ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT --- - I GREATER THAN 200 AS PER SECTION R319 I I _ irk B INSTALLED sI� 205- 212 m 4o"x42' RESIDENCE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ STAL 2 SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A 1 1 O' - -- ' 'I �� O '� 5HONER K —�- 2 0� NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A - I I ___ ______________________5 zl H 6' A 0 of I m % \ 0J 214 A-7 520 Snug HarborRoad HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER A 7 I I - - - I I \ e Green port O u� �- -1' 2 " 1 I� 4 p STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 Q BEDROOM #2 _ -- 1 , New York, 11944 \ \ 5- T 0 41-011 I41I3n I \, '-5" — � ^ m GATHEDRAL GEILIN6 �I O - I I I z13 \ \ - 8' WIDEPLANK ENGINEERED . -f ' / x c) _ \ \ � -i L "" 36'HIGH GUARDRAIL)PER 2020i;zrw5 °" r- O"x42 I e SCTM#1000-035.00-05.00-034.000 \ \ \ --- - -WOOD FLOORING 215 m SHbWER h O - @ Q Legend \ \ --- ----------------- � THRO \ \\ 1 1 I \ I 1 - ------- \ O FOUNDATION WALL: \ \ I I I I� •. MULTI SENSOR SMOKE \ \ �-----------� r G 05�T �I� 203 m o 6OPEN E OW U Q N G 05ET �-�_� � � o When a registered design 8 POURED CONCRETE FOUNDATION \ \ v I ry professional has stamped and WALLS ON 8x1Ei KEYED FOOTING D co &CARBON MONOXIDE \ \ 207 4'EMER6ENGY --- - DETECTOR INSTALLED \ \\ FLOOR DRAIN 5TAtR5 AND RAILING 216 217 S z ¢ signed this page (blue ink), they \ ng that to the best of -*'' - ' TO GONFORM TO O 32'x84"T.O. his/her are knlowledge, belief, and PER 2020 NYSRC \ ------------------- -- ---- rn TO DRYWFJJ -Ky -------------------- - ----- -*'+ 2020-RGNY5 sn 'n _______ FOUNDATION WALL: MULTI SENSOR SMOKE —208 -- professional judgement, such _ STAIR 5HOP DRAWIN6 o plans and/or specifications are 6"STEM,2"INTERIOR SHELF BELOW' SD DETECTOR INSTALLED I x TO$E APPROVED BY <i in compliance with the latest SLAB SEE SECTIONS FOR HEIGHT& PER 2020 NYSRC 201 r----� 8"POURED CONCRETE FOUNDATION e �' I`Q I 302 I = 20 `t - A 209 I- I Ai?,( BEFORE New York State Building Code. --------- WALLS ON 8x16 KEYED FOOTING MULTI SENSOR HEAT I r�� - ( n 0 FABRIGATION BEDROOM #4 tro DETECTOR INSTALLED I 5 _ ` 8" WIDEPLANK EN6INEERED I © copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC q_T m HARDWOOD FLOORING q_-I 2x6 EXTERIOR WALLS OPEN cal IELYING 36 HIGH Gl1A1ZURAIL PER 2020 NY5 2x6 INTERIOR WALLS U.O.N. O WINDOW TAG SEE SCH-1 I _L.__ __ __ _ o , � � - - $� JOE BELOO ARCHITECT, P.C. � � 1 \ /5�" 3'-6 " $�" IS'-3' 5�' 12'-I" " i ---- I IE Q DN'EQU -R15ER5 EXISTING TO BE REMOVED A M 42� 72" BAR I I � M xxx DOOR TAG SEE SCH-1 r--� ——— ------1-- - ------- �pIED A/�C STEEL BRIDLE OR O- \ DRINK I --- -- I 2"2 \5 �QH M eFy�� _J L FLUSH CONNECTION POST ABOVE - - B GH IFRE 6EI I WINDOW�INA T SOLID POST IN WALL J N 20 ---- 206 ---- 207 ------ HEADER OR GIRDER ® OR COLUMN —"y A `--' * )� 202 ►n 203 204 210 211 s A A A 0 G (T 2 208 209 y 267� QQ' A-8 B B F NE`Ny F7. FF-_T r��, r 1 � � Registered thru 02/26/2026 �L JI �L JI LL JI L JI DE MINIMUS APPROVA . FILE: Dated J�^f � 24407 4-7 4-7 3-10 $-I 3-q 2-4 3-5 3-S 3-S 3-5 4-7 3-10 4-7 SCALE: c n c n c n I n c n c e I n I e c e I n c e c u I x 1 Second Floor Plan AS NOTED DRAWN BY: SCALE : 1/4"= F-0" RWC 45'-3" 54'4�" SHEET: A-3 GENERAL NOTE: �a THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE Arch ffects THEMSELVES WITH THE GENERAL NOTES SHEETS jGN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIORTO CONSTRUCTION. 6334 Northern Boulevard East Norwich, New York 11732 ROOFING NOTES: -0- ALL FLASHING TO BE 16 oz COPPER OTHERWISE NOTED. FLASHING TO EXTEND MIN. 8"UNDER SHINGLES 5 1 6 . 3 0 8 .4 6 4 6 P h o In e 516 . 813 . 0924 Fax PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH www.JoeBelloArchitects.com ll Archi tects.com www.JoeBelloArchitects.com MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF 6'ALUMINUM 6UTTE'R5,5EE A-5 4 A-6 FOR 5PEG PENETRATIONS. APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR ( _ - I'I DATE ISSUED' WALLS AND 36"WIDE @ EA. SIDE:OF VALLEYS. i�� �' - -- _- -_ )o .� �:- --_- ------ ! I 4-22-2025-Working Drawings 6-18-2025-Revised Per Owner ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED �/��, , _ -_-=N-_- ---- -- - 8-19-2025-Issued for Building Permit AT A MAXIMUM OF 60"O.C. WITH SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED ` ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT40 �i ! i /%y j _-=--- --- - ------------ LINEAR FEET MAX. PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, WITH FINISH TO MATCH GUTTER. ----- I PROVIDE 4 INCH SD35 PVC PIPING DIRECTLY TO DRYWELL WHERE APPLICABLE. SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. I I ! ! xx I I PROVIDE EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER I I Tt F ING III u' PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. I I III j II I I' I 12" ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2" I I ! ! 4'i I' I ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS I I I MANUFACTURED BY'ROLL VENT' (OR EQUAL)AT RIDGE. WHERE CATHEDRAL I I I CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH FILTER VENT AS I I I I - 1I MANUF. BY AIR VENT (OR EQUAL) __ I I III GONG T�F ING PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. 12' I, ;�� � LIFETIME ARGHITECTURAL A5PHALT VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT OPENINGS. THIE TOTAL NTH ONE IET FREE VENTILATING AREA GHTH INCH MINIMUM TO ONEQUARTER NOTIBE LESS THAN j I TEpINCH MAXIMUM ING it ! I I ROOF E 5ELEC�COLOR o 5N� - 6 ALUMIt�1M 6UR7=R5,5EE A-5 +E A-b FOR 5f'EGWIRE MESH, ! III !'I1 11 - I I ---- ---- ---- - -- z - J ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE VENTILATED. WHERE FIVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE PROVIDE ICE 4 WATER 5HIELD � III 'I I I ! ! �� I , I ! I I I I FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED I I I EXTENDING FROM EAVE To MIN.36 p II ! I ON ROOF FROM EXT. WALL BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF 12" I ' I G IANIG I I -- - -- - -- - N- I 1 THE VENT. I !,I g � c ! �' I A5 PER 2020 NYSRC III !I g f ►�I XFIA 4, t�STl1=AN! I ! 6'AWMINIJM 6VnVR5,5E E A-5 4 A-6 FOR 5PE6LL II FRAMING NOTES: I I �--- -I _ 1� - — ----------- --fANGEAtEt7+EADWALt-fLASHIN� CON TEPF ING 1 == ==_==_ =- __ - - - _ GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO � III RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL RE FIXTURES, SEE PLUMBING RISER,AND ELECTRICAL PLANS I! I I i, -I ' G FJ11I� AIII --- 1�- -- SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS.AND FASTENER SCHEDULE I I 1 z' __ -_-__ _ - -__- SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND _ I� I _ MAGNITUDE. IIII _------N ..-- `"- --_ ---s-T---= ---�---- - 1 I -POINT N1IHIN tO-0 �'� L I I I 1 INTERIOR FINISH NOTES: I � I � _ I � / I _FULL-�L.ASFfED - _____ _- _ I i I •: __ i ± --- _ CHIMNEY CRICKET I I I I PRIVATE �1EGl#ANIGAL- 2 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT IIII GO STEP F I -EMAU5T-FAN GREATER THAN 200 AS PER SECTION R319 RESIDENCE S I . . ! - HITH AWSPRHTAINLI TO'UR51DE6-R�OXGAEPV ET-S BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/INSTALLED ( III IIIII 11 j -�- SHOWER HEADS AND IN SHOWER COMP. SHALL BE FURNISHED W/A _ - NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A I I I ' `' ��'� '�`;'�.; H - ___- __ -I- I I I� �% I I I I \ I I I 520 Snug HarborRoad HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. ANY GLAZING IN SHOWER III �`, _ _ —}-I. III II I' �! II �II 1 ,n \p\; `� . —}-I lll4 ' II I'I `�° Greenport STALL TO BE TEMPERED GLASS AND CONFORM TO 2020 RCNYS R308.1 - . _LL New York, 11944 SCTM#1000-035.00-05.00-034.000 Legend --- - —- — y - --_--_------ --- ------ - - -� --- WA ILL: .,' ,. " ---- - -- I - - -- ---- --- - -I --  -= -- -;------ - --- ----- I !! -1� I I_=_-_—_1 -t- Y' I When a registered i s t e r e d design s i n FOUNDATION '4. \. =t=--------------� .��� I / I f I I I I I 9 9 ' 8"POURED CONCRETE FOUNDATION MULTI SENSOR SMOKE �S \. .. ,, \ _ r = n I I I _____ -- - - ��� �s \, \ _ -t_d __-- — I II i ASPHALT RIDGE GAP WITH GONTINIOUSE RI LT1T____ I I I I I I I professional has stamped and 17, WALLS ON 8x16 KEYED FOOTING n co &CARBON MONOXIDE .� \ \\ - - �4 --- - -- ---� -- - - signed this page(blue ink), they DETECTOR INSTALLED ". I-I J' �- --- - PER 2020 NYSRC --------- -J f _ - - ---- ---- --- - --- - -- ----- -- =_ - are attesting that to the best of - -----_- _--_--_-_-_ - - -- - - _ I J I -III ------I 1 --- - I---a---- t /I his/her knowledge, belief, and FOUNDATION WAIL: MULTI SENSOR SMOKES  _ -== - -- I�IE_ - t -- --_ � -0-=-� -- -_ jt professional judgement, such - - 6"STEM,2"INTERIOR SHELF BELOW sn DETECTOR INSTALLED � -�_� � �-— � ;I �I �' I jl �1 I �! - � rl -___�� - -�- ' plans and/or specifications are SLAB SEE SECTIONS FOR HEIGHTS 6 ALUMIMM 6UTT1=R5 5EE A-5 4 A-6 FOR 5PE6 _ I •� a __ 1._._____- _-__-�- -- - m compliance with the latest 8' POURED CONCRETE FOUNDATION t - - - -- --- -- - —��-_ _ _ PER 2020 NYSRC b'Al11MIN UM Wn1-:R5 �,! t / ' 'I 1 I I I' I �� ! New York State Building Code. - — FJk2 -_-I ' ( --------- - � I �! II t ii i � - I ! I ' ------- WALLS ON 8x16 KEYED FOOTING DETECTOR INSTALLED 5E A-5 4 A-6 FOR 5PEG HD MULTI SENSOR HEAT L--_-_--_-_�-T{I _-----1 I © copyright 2025 ,II I III ' `1" ,.� _ NEW WALL CONSTRUCTION: PER 2020 NYSRC �I _ Q 2x6 EXTERIOR WALLS I I I 2x6 INTERIOR WALLS U.O.N. 4 I 1 III I II -__ =1_ I JOE BELLO ARCHITECT, P.C. O i t�l_ i " \ III 2 -_--- —-- - ------ IIII " 2 X WINDOW TAG SEE SCH-1 '" �' I -_ --T - I_1=� -- I I 2, 2 L _ _ EXISTING TO BE REMOVED I �IJ �' ! IIII II III 1 - -� Oxxx DOOR TAG SEE SCH-1 - I I; I I _ ________ 'I i 11 ' D ARcy� I I ! 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GALVANIZED RESIDEim WINDOWS: 2 'A-SERIES'BY'ANDERSEN' 520 Snug HarborRoad SEE SCH-1 FOR FULL SPEC Greenport New York, 11944 WINDOW TRIM: PVC TRIM BY'VERSATEX'AS SHOWN 1"x4"CASING,W/%"xl" HEAD PIECE, SCTM# 1000-035.00-05.00-034.000 -------- HISTORIC SILL T.O.2ND FL.PLATE 4 EL.=9-4-A.F.F(+19-4) 'PVC TRIM' BY'VERSATEX'AS SHOWN j _4 T.O.WINDOWS DOORS EL. 7'-0 17'-3 hen Y8") 111 t --l-LIJ J1L_ O HERRINGBONE GROVES, WHITE professional has stamped and LLE]J JAL- 1 6 u ink), they 213 /214 Y2"x6" PVC TRIM BOARD BY his/her knowledge, belief, and Ij I 11- D I-_I Al-I I I - - \=- e O tans and/ors ecifications are 212 1 -1 L I H 'VERSETAX', BATTEN &FRIEZE, in compliance with the latest _77-FT WHITE New York State Building Code. 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L.C.C. A-5 A--: I Arc CHIMNEY TO EXTEND hitects MIN.24" ABOVE ANY POINT WITHIN 101-0" T.O.HIGHEST RIDGE EL. 40.70' (+28--10 Y2") FULLY FLASHED A5PHALT-RlD6E CAP,WITH 6ONTINUOU5-RIDGE VENT CHIMNEY 011 ATHALTRII)6E GAP,WITH 6ONTINUOU5-RIDGE VENT 6334 Northern Boulevard East Norwich, N 1- ew York 11732 12" IT PROVIDE IGE t HATER SHIELD EXTENDING 1 ' 12"1 z L- -- ---- FROM EAVE MIN. 36" UP ROOF FROM EXT. HALL PER 2020 11RLNY5 516 . 308 .4646 Phone 516 . 813 . 092 4 F a x Info@JoeBelloArchitects.com -RID6E GAP, , www.JoeBelloArchitects.com HITI-4 WNTINUOU5,R106E VENT T.O.2ND FL.PLATE \,U EL.=9'-0"A.F.F(+19-4) 4 L[ L- F- 7 F -7---7-1 1 ' T.O.WI /DOORS 4 EL.=T-0A.F.F(+1T-3%") S 6-18-2025- Revised Per Owner /223\ /224\ 8-19-2025- Issued for Building Permit -I- t /221\ 12 [ti. 217 Le 219 I Lq—bl. 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SHINGLE SIDING: NuCedar SHINGLES OBY'JAIN BUILDING PRODUCTS' COLOR: SOLID COLOR 'INTELLECTUAL GRAY' ASPHALT ROOFING: ASPHALT-RlD6E GAP,WITH WNTINUOU5-RID6E VENT O TIMBERLINE HDZ ARCHITECTURAL - ----- T.O.HIGHEST RID ASPHALT SHINGLES BY'GAF' EL. 40.70' (+28'-10 CHARCOAL METAL ROOFING: TITE-LOC PLUS STANDING SEAM ALUMINUM(0.050) BY'PAC-C LAD'OR APPROVED EQUAL. WEATHED ZINC PROVIDE ICE t HATER SHIELD EXTENDIN G ------- PRIVATE FROM EAVE MIN. 361 UP ROOF FROM EXT. t GUTTERS: HALL PER 2020 1R6NY5 6"HALF ROUND GUTTERS,WITH ROUND LEADERS. GALVANIZED RESIDENCE 2 • L WINDOWS: 520 Snug HarborRoad 5M F1'E I Tj 'A-SERIES' BY'ANDERSEN' A5PHALTRIOrE CAP,HI CONTINUOU5RII? 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T.O.1ST FL.PLATE plans and/or specifications are EL.=9'-0"A.F.F(+91-2%") in compliance with the latest New York State Building Code. T.O.WINDOWS/DOORS / T.O.WINDOWS/DOORS copyright 2025 QUA V EL. 6'-U"ABOVE UARAUE SLAB TYPICAL EXTERIOR WALL SYSTEM BIDING 5E FINISH SCHEDULE BLUIE:51<114 V"BY 'HENRY' EN5UITE DATUM ELEVATION IS JOE BELLO ARCHITECT, P.C. in xx PLYWOOD DININ ZOOM I vimr,von i BATHROOM ESTABLISHED TO BE i T BACK 2x6 STUDS @ 16'oL.(U.00 ROOM 0'-0"AT TOP OF FIRST aosaD CELL 5PRAY FOAM HALL FLOOR SUBFLOOR. 6ARA6E 11 /114\ /11-3 :00 [1031 i2_2\ kLBATHROO ALL ELEVATIONS ARE E D ARC ,R-21 INSULATION CONFIRM K/HERS /o:4 %1 6YP.HALL BOARD 3 1 IC)N TAKEN FROM THIS 01-0111 M.Kk15 TO BE I L 3 GOATS TAPE AND 5PA6KLE III 112 DAMES WITH 2 T.O.GARAGE FND.STEM WALL eFl10 I STUDS \�U EL.=11.2 CO t'N1 T.O.GARAGE SLAB(a)DOOR T.O.1ST FL.SUBFLOOR rr�\ RM E__E_=a=- 2—= EA. \.4U EL.=10.5 r r�N GRADE T.O.EX.FOUNDATION 7.77 77. -ROAL 5AFE N 50M A6OU5TIG (AVERAGE GRADE 9.0) EL.=105 'k \-HMRONI6 (51ROB FLUSH TO T POURED CONCRETE SLAB INSULATION 5HOHN IN ORANGE GRADER_ b" POURED CONCRETE SLAB �RADIANT 329-713 0 f-r`\ T.O.GARAGE INT.FND.SHELFI,), INFO FINISHED FLOORS,5EE PLANS (AVERAGE GRADE 01z N OF F.J.F 5W 5-11 \�U EL. 10.0 6X6 (616 " REINFORGIN6 HEAT IN 5LA13 6Xb 10/10 HHH-REINFORCING GRAHL 5PAGE %" ADVANTE6H T$6 9JE3FLOOOR, R -Y -RmI2.4 INSULATION COPPER TERMITE SHIELD 10 MIL VAPOR BARRIER 10 MIL VAPOR BARRIER GLUED $ 5CREHED CONFIRM WITH HER5 Registered thru 02/26/2026 R-10-RI06ED IN5ULATION 6" CLEAN COMPACTED FILL JOIET5 SEE PLANS FOR INFO 4 SILL SEAL. GASKET GLEAN GOMPA(TED FILL IN MAX. 1,21 LIFT5 FILE: IN MAX. 12" LIFT5 T.O.CRAWLSPACE SLAB tLT-\ -7- .... . 24407 SCALE: EX15TIN6 5LAB TO BE'REMOVED EX15TIN6 FOUNDATION AS NOTED B.O.EXISTING FOOTING ---------------------------- HALL TO BEfZEMOVED \V N.36"BELOW URADE DRAWN BY: ON 2,000 PSI VIRGIN SOIL VERIFY IN FIELD B.O. BELOW RWC AN(HOR 13OLT NOTE: MIN.36"BELOW GRADE \,U SHEET: �2 Transverse Section @ Primary ON 2,000 PSI VIRGIN SOIL FOR 5ILL PLATE AT TOP OF WALL t TOP OF J015T LEDGE, VERIFY IN FIELD PROVIDE 5/8o ANCHOR BOLTS TYPICAL 44" O.C. (24" O.G. SCALE : 1/41' = V-0" FOR SLAB-ON-6RADE) AND MAX. 12" FROM EAGH CORNERS. A-7 IN EMBEDMENT MIN. U5E 3Hx31x5/I(qH 50. WASHER PLT. ITECTURALAS 5GHEIX FOR 1RA� F11 F f, 1,01 7 / % / Architects Z, V, 0 �x 411 6334 Northern Boulevard East Norwich, New York 11732 ox Z A5PHALTRID67E GAP,WITH GONTIN0005RI06E VENT 5 16 . 3 0 8.4 6 4 6 P h o n e 5 1 6 . 8 1 3 . 0 9 2 4 F a x 12" IGAL NEN-ROOF CON5TRUGTION Info@JoeBelloArchitects.com 4" ALTROOF 51­1145LE5. —COLLARTIE5SEE 15 LB. BUILDIN6 FELT TTAGH GE 1114(:7 J015T"0 ROOF 12" —R-40 INSULATION COX PLYWOOD 5HEATHIN6 10"I CONFIRM NITH HER5 'ROOFRAFTER5 A5 PER 51WGTURAL PLANSWTER5 M (2) THOU(. /224 AWENER15 EACH JOI 5TAC76EREP PROP05ED 'RAFTER TIES A5 PER 5TRUGTUIRAL PLAN5 , .. 3 UNFINISHED ATTIC DATE ISSUED: __7 (211 210) IN ICE 4 HATER 5HIELD EXTENDIN6 FROM EAVE -22-2025-Working Drawings Y1_6 /21 271 g� i I . MIN. 36" UP ROOF FROM EXT.WALL PER 2020 RCNY5 B �\/2 2 1 nB _B i 12" 6-18-2025- Revised Per Owner 1101, 8-19-2025- Issued for Building Permit T.O.GARAGE WALL PLATE EL.=1 V-4"ABOVE GARAGE SLAB 41 - T.O.WINDOWS/DOORS EL.=8'-0"ABOVE GARAGE SLAB 119, 112' II C PVG V-GROVE SOFFIT 18, HITH LINER GOR-A-VENT TYPICAL EXTERIOR WALL SYSTEM 51DIN6 5EE FIN1514 51GHEDULE COPPER TERMITE SHIELD BLUE5KIN NRB 13Y 'HENRY' II: SILL SEAL GASKET LC 1� IV N6 CDX PLYMOD z TMI A&T M 2x(o 5TUD5 @ 16113 " O.G. AM A ZLO5ED__GELL=5PRAY FOAM��=_ 1116 (112� _2z J Lim= L! J_LI I T.O.GARAGE FND.STEM WALL EL =11.2 N5ULATION CONFIRM H/I T.O.GARAGE SLAB�n DOOR eT*� EL. -.-KAW30ARD GRADE _5_COAT5_TAPE_AND (AVERAGE GRADE=9.0 6" POURED CONCRETE 0�GARAGE�W F�NDHJE�LF � `B HYDRONIGRADIANT EXI5TIN(5 8" POURED CONCRETE FOUNDATION WALL, 6X6 6/6 NWREINFORGIN6 HEAT IN 5LAE3 E 00 ON bxlb KEYED FOOTING @ MIN. 361 BELOW GRADE. 10 MIL VAPOR BARRIER GOI TOR TO VERIFY CONDITION IN FILED, R-IORID6ED INSULATION NOTIFY ARCHITECT IN WRITE OF ANY DEFICIENCY OR GLEAN COMPACTED FILL .4 D15CREPANGIE5 PRIOR TO PROGEEDINC7 IN MAX. 12n LIFT5 ANCHOR BOLT NOTE: FOR SILL PLATE AT TOP OF WALL t TOP OF J015T LEDGE, PROVIDE 5/8" ANCHOR BOLTS TYPICAL 44' O.G.(24" O.G. EXISTING SLAB FOR 5LAB-ON-C-RADE) AND MAX. 12" FROM EACH CORNER5. B.O.EXISTING FOOTING TO 13E REMOVED IzLUVV URADE \,�U T EMBEDMENT MIN.U5E 3"x3'I 50. WASHER PLT. ---------------------- ON 2,000 PSI VIRGIN SOIL VERIFY IN FIELD Transverse Section Garage A-8 T.O.HIGHEST RIDGE EL. 40.70' (+28'-10 Y2") CONTINUOU5RIDI VENT -R SHIELD EXTENDING FROM EAVE PROVIDE ICE il: WATER MIN. 36" UP ROOF FROM EXT. WALL PER 2020RONY5 12" 12 7: 4" TYPICAL NEWROOF GON51RUCTION L TIE5 1 Of- LIFETIME ARCHITECTURAL A5PHALTROOF SHIN61±5. 5EE 5GHEDULE FOR COLOR AND 5TYLE PRIVATE R 11 1 8T ATTACH 6EILIN6 J015T TOROOF 15 LB. BUILDING FELT CONFIRM WITH HERS DX PLYWOOD SHEATHING'RAFTER5 WITH (2) THOU6H-LOK PPIOP05ED T.O.2ND FL.PLATE FASTENERS ® EACH J015T, STAGGERED UNFIN15HED ATTIC, ORIPPLE HALL TO ROOF RAFTER5 A5 PER 5TRUCTURAL PLANS RESIDENCE EL. Y-O"A.F.F(+19'4") 5UPPORT ROOF :AFTERS RAFTER TIES A5 PER 51RUGTURAL PLAN5 520 Snug HarborRoad Greenport 7 J T.O.LOW 2ND FL.PLATE 61RDER UPSET INTO A171-G, EL.=8-4-A.F.F(+18'-4") 5EE 5-2 FOR INFO New York, 11944 r IN T.O.WINDOWS/DOORS GONGE&ED ALUMINUM HEADWALL -6ROVE 5OFF IT— V \�LJ EL.=T-0 A.F.F(+I T-3 FLASHING BY 'PAC-GLAD' COLOR WITH LINER GOR-A-VENT MATCHROOF. TYPICAL SCTM#1000-035.00-05.00-034.000 ALL FLA5HIN6 TO BE ARID6ED METAL TYPI(AL EXTERIOR KAU 5Y5TEM FLA5HIN6,A5 5PEGIFIED BY ROOF ACQ LE06ER,5E 5-1 FOR INFO 51DIN67 5EE FIN15H 5GHEDULE PANEL MANUFACTURE TO EK5URE NO TYPICAL NEH ROOF GON51RUGTION /_36" H16H 6UARDRAIL DEN �11 BLUI IIII BY 'HENRY' D1551MILA-R METAL R)EAGTION5 TITS-LOG PLUS 5TANDIN6 SEAM ALUM PER 2020 RGNY5 GDX PLYWOOD ALUMINUM (0.050) 5MOOTH PROOF PANEL5 BY /222\ When a registered design 6OLOR6ARD 5NON RETENTION 5Y5TEM TYPICAL FLOOR 5Y 5 FEM 2xb STUDS @ 16" o.c.(U.O.W 'PAG-GLAD'OR APPROVED EQUAL. professional has stamped and BY 'PAG-GLAD'OR APPROVED EQUAL FIN15HED FLOOR5,5E=- PLAN5 OL05M CELL 5PRAY FOAM 15 LB. BUILDIN6 FELT E=Zzzz=z�i R-21 IN5ULATION CONFIRM PV HER5 signed this page (blue ink), they COLOR MATGHROOF %'" ADVANTEGH T$6 5UBF1�OCOOF V8" COX PLYWOOD SHEATHING are attesting that to the best of GLUED 4 5GREVED 6YP. WALL BOARD his/her knowledge, belief, and 'ROOF RAFTER5 A5 PER 5TRU(TURAL PLAN5 3 COAT5 TAPE AND 5PA(KLE T.O.2ND FL.SUBIFLOOR _1015T5 5Fr_ PLAN5 FOR INFO \QU EL.=22.05'(+1 U-2 RAFTER�TIE54&PER, 5TRUCTURA"LAN5= professional judgement, such 7N T.O.1 ST FL.PLATE 12" plans and/or specifications are EL.=9'-0"A.F.F(+9'-2 Y8") ROXUL 5AFE N SOUND ACOUSTIC — in compliance with the latest ng Ell INSULATION,SHOWN IN ORANGE New York State Building Code. T.O.WINDOWS/DOORS copyright 2025 EL. T-0"A.F.F(+7'-2 Y4") IRS AL16N PVG GIRDER DATUM ELEVATION IS TRIM BOARDS WITH DE MINIMUS APPROVAL ENTRY JOE BELLO ARCHITECT, P.C. LfVIN67ROOM ESTABLISHED TO BE COLUMN 5HAFT U-13"AT TOP OF FIRST PORCH Tr Dated PVG V-61ROVE SOFFIT FLOOR SUBFLOOR. �Y5TEM D ALL ELEVATIONS ARE i?l(AL FL6 TAKEN FROM THIS 0'-O-.l I 15HED 5EE PLANS L__J H 14 6 5UBF 00 < fl"'\ T.O.1ST FL.SLIBIFLOOR OLA FOR INFO \,U EL.=11.83(+0'-0") /7�IN T.O.EX.FOUNDATION WALL \,U EL.=105 1_4 P reT'N GRADE COPPER TERMITE 5HIELD va 670 \,V (AVERAGE GRADE 9.0') EXISTING SLAB TO BE 1REI-,,Ov`ED 4 SILL SEAL 6A5KET OF 0ZA& SPACE ANCHOR BOLT NOTE: FOR 5ILL PLATE AT TOP OF WALL 4 TOP OF J015T LED6E, 5TMA6E EXISTING FOUNDATION Registered thru 02/26/2026 %Z PROVIDE 5/5' ANCHOR BOLTS TYPICAL 44" O.G. (24N O.G. WALL TO BE-REMOVI —R-21 INSULATION R-12.4 INSULATION FOR 5LAB-ON-OR.ADE) AND MAX 12" FROM EACH CORNER5, FILE: CONFIRM W HERS CONFIRM H/HERS T EMBEDMENT MIN. U5r:3"x3"x5Ab' 50. WASHER PLT. T.O.CRAWLSPACE SLAB • 24407 7. EX15TIN6 8' POURED CONCIRETE FOUNDATION IIIIIIALL,ON T.O.MECHANICAL ROOM SLAB SCALE: -C W-KEYED FOOTING@I . 36`713ELOK -6�\ 4N POURED CONCRETE SLAB xoAS NOTED I I I CONTRACTOR TO VERIFY CONDITION IN FILED,NOTIFY EXISTING FOUNDATION ------- IOAO "REINFORGIN6 B.O.EXISTING FOOTING I I I . . —————— ARCHITEC T IN WRITE OF ANY DEFICIENCY OR U _19IJ-- ------------------- --------KALL TO BE CUT DONN PI-VAPOIZ- IRRM DRAWN BY: 13ELUVV UHADE D150REPANGIE5 PRIOR TO PROCEEDING 2' ON 2,000 PSI VIRGIN SOIL BELOW NEW SLAB b" CLEAN COMPACTED FILL VERIFY IN FIELD L-7_L_ IN MAX. IT LIFT5 RWC Cross Section @ Entry L__ ULLJ_ r--Lr SHEET: SCALE : 1/4" V-0" A-8 x1i 8 i FI) F; 1, 1,0 1 Architects 6334 Northern Boulevard East Norwich, New York 11732 —•— 516 . 308 .4646 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com r _ DATE ISSUED: 1 4-22-2025-Working Drawings zp 1 6-18-2025-Revised Per Owner I 8-19-2025- Issued for Building Permit I .%i I i I I I A-8 I A-8 ; � I ---1 F--= 1 A-8 I I I I I I i I I 1 I II I I II I I I I 11 1 I I I I y l- -- I - - -------------- - - -- - - - - - - - - - - - - - - �I rll - - 71L - - - - ------rt ------- - II 1IX`' I ILA!�I 0 o 1 y ::J1 ----- �11 z��—��------1�—�I—sl ❑ �v f L------ I 1 I ZD— - - r---T JP- T. __ ------ -- �- JI � —I�� 1 DROPPED FRAMING o 1TL_J 1 i I� AJ5 25 FLOOR J015T EX. N8x15 DROPPED — EX. hSxl5 DROPPED —EX. N84 OPPED, u ® lb",O.G. � VERIFY IN FIELD VERIFY IN FIELD VERIFY I FI D- I ------- ----------- I "—' . I ---- -- -- - - _ - - AJ5 25 F.J. O ® 161, O.G. j II II7DPOPPED FRAMING PRIVATE �s� -= 57_0HO RESIDENCE X r — -- N �I DO —•- 2 A-1 520 Snug HarborRoad ,--------r - —� I r G eenport New York, 11944 II =I�/'iAJS 25 FLOOR IST j J-_J SCTM#1000-035.00-05.00-034.000 11 n I6 O.G. I �r EX:MXI5-DROPPED — ---EX.-EX. DROPPED-- - Le end al — �� --b— --- --- - 1°� 1 VERIFY IN FIFE 'VERIFY-IN-FIEL �. __ II o ------ - - -- �_ F - - - -- - - - - -- - - � E -------1 -lip - - r - - FOUNDATION WALL: - ----- ----- I_---_-_J y When a registered design MULTI SENSOR SMOKE II ^ p professional has stamped and 8"POURED CONCRETE FOUNDATIONi sow &CARBON MONOXIDE _ _ I ____--_��- _ q_--�_- ----- -------1 L J signed this page (blue ink), they WALLS ON 8x16 KEYED FOOTING PDETECTOR ER 2020 NYSRCALLED \ L 2 ICI g F <' are attesting that to the best of ---- �� i — - X III his/her knowledge, belief, and ------- FOUNDATION WALL: _ _ ___I a professional judgement, such SLAB(SEE SECTIONS FOR HEIGHOTS) SD D TECTORR 2020 INSTALLED - �`� -- _ _I \ N I plans and/or specifications are 2"INTERIOR SHELF C> O 0 8"POURED CONCRETE FOUNDATION ..0 —II 1Ie in compliance with the latest --- WALLS ON 8x16 KEYED FOOTING -J `? -4 r + New York State Building Code. � MULTI SENSOR HEAT f O O O x �?� DETECTOR INSTALLED 1 0 X i �ZD m __ LL © copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC t - r-1 2x6 EXTERIOR WALLS ] v \ \ N ® --- I r1 0 2x6 INTERIOR WALLS U.O.N. 11 O I^ . i �. _ _ 1 I JOE BELLO ARCHITECT, P.C. O WINDOW TAG SEE SCH-1 L I -- ---- A-l0� I Ili h Icn _ EXISTING TO BE REMOVED �J�1 _ I I — I xxx DOOR TAG SEE SCH-1 4 \ c-s =_ I 4 p.ED Aiq I IF- FLUSH CONNECTION ❑ I —�—--— fi—--—- II II _� % �?E MINIMUS APPROVAL r POST ABOVE ` III 1 II 11 HEADER OR GIRDER SOLIIDO POST INWALL ----- -- —====--r ==_= -----� II I. y�, 3267� OP Il II F A II II I I I- -1 Registered thru 02/26/2026 �� I I!L jL-__I1 FILE: II L= _ ----- ------ =J it ----- ------ p 24407 ILL =___--- - I SCALE: 1 First Floor Structure Pan Basement Ceiling) GENERAL NOTE: DRAWN BY: AS NOTED S-I SCALE : 1/4" = F-0" 2 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC A-8 THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY SHEET: CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. i F"1F; 1, r, Architocts \ 6334 Northern Boulevard East Norwich, New York 11732 i 516 . 308.4646 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com x 11Yb LVL HEADER DATE ISSUED: 4-22-2025-Working Drawings 6-18-2025-Revised Per Owner 8-19-2025- Issued for Building Permit 0 h+ . I I � i I I I I I I I I I A-b Q tvl I N 2x10 G.J. ® I6" O.G. 15-0" ABOVE 6AR. SLAB 001 1 (2) 1%x 1I�/8 LVL HEADER,POST BETWEEN WINDOWS II I o _ _- 0 2x8 HDR voAU BATHROOM - -- -- ----- -_-__ --- ----___ -- �/ to ' WALLS TO BE �I ---" - -- -- - - - ----------- " \ - - - - - - - I,d FRAMES WITH (3) 13/X II%LVL DROPPED - --� ---' I it LVL STUDS PROTECT FROM YEATHER WITH SELF I (2)2x8 HDR f (2)2xb H ______ _ ADHE51VE_AG-R)I-IG FLASHIN6_TAM _ ---- tin v I I cxV u N Q \ SOAP LVL FLU5 2x8 H 2xb HDR (2) 1%4 x II% LVL HEADER o NICHE - - - - - - - - - - - - PRIVATE Q ---- RESIDENCE `? IL 4L BATHROOM 2 -1=�_, � � � YJALLS TO BE DED " 2 —0— IRAME5 HTH A-� 520 Snug HarborRoad LVL-� _ 2x12 G.J. ® 16" O.G. < o� x STUDS LKALL New Yorkp1944 9'-O" ABOVE 6AR. 5LAB ¢ 'x x mSCTM# 1000-035.00-05.00-034.000 LegendABEARI 6 (4) 1 3/4 x I I %8 MIL. FLUSH / 8 (2)2xb HDR le v _1 FOUNDATION WALL: When a registered design 8"POURED CONCRETE FOUNDATION MULTI SENSOR SMOKE professional has stamped and - - -"- WALLS ON 8x16 KEYED FOOTING snc° &CARBON MONOXIDE J I, x signed this page (blue ink), they DETECTOR -- ------ are attesting that to the best of PER 2020 NYSRC MULTI SENSOR SMOKE (2) I/4 x II/ LVL HEADER OPEN TO ABOVE O his/her knowledge, belief, and _ \ (I) I"xll" S L PLATE + (2) 13/4 xIII �8 MIL. FLUSH _ professional judgement, such _ FOUNDATION WALL: 3 � 0 6"STEM,2' INTERIOR SHELF BELOW SD DETECTOR INSTALLED (2)2x8 H9R / \ _______ plans and/or specifications are SLAB SEE SECTIONS FOR HEIGHTS)g, POURED CONCRETE FOUNDATION PER 2020 NYSRC -- c~n u: in compliance with the latest New York State Building Code. WALLS ON 8x16 KEYED FOOTING MULTI SENSOR HEAT 'v nD DETECTOR INSTALLED \. BEARIN6 K41. (2)2A2 HDR ; ? Q © copyright 2025 NEW WALL CONSTRUCTION: PER 2020 NYSRC \ — « -:....:: --------- -a Q 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. I JOE BELLO ARCHITECT, P.C. O WINDOW TAG SEE SCH-1 T �I --- c,' EXISTING TO BE REMOVED xxx DOOR TAG SEE SCH-1 - C ED A L, —)L OR POST ABOVE \\\ �\\ II L---�I�1 - � DE MINIMus APPROVAL CONNECTION j Dated A o - _ HEADER OR GIRDER SOLID POST IN WALL OR COLUMN ( 2XI2 HDR .2)3x12-H9T� (2)2x8 HOR (2)24 HPR - ALL KITCHEN WALL5 `j (P \ WITH GABINETRZY TO BE v �q 267 ) pQ'; FRAMES MTH LVL 5TUD5 i `x — I T�OF NE`N� � I I \� (3)2x12 DROPPED 61RDM Registered thru 02/26/2026 -- --- -- -- -- L---1 I-� --------- -------1 - - - 24407 - ------- -- ----- -----------------J SCALE: 1 Second Floor Structural Plan First Floor Ceiling) AS NOTED 2 GENERAL NOTE: DRAWN BY: S-2 SCALE : 1/4" = V-0" A-8 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY SHEET: CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS Aft AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. IS =;d i i FL, F's [, [,0) Architects 6334 Northern Boulevard East Norwich, New York 11732 —0- 5 16 . 3 0 8 .4 6 4 6 Phone 516 . 813 . 0924 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com ----------------- DATE ISSUED: - ----- ------------------ — / ! I 4-22-2025-Working Drawings ! 6-18-2025- Revised Per Owner 8-19-2025-Issued for Building Permit ® =c3 O i 0 � I I II 4 A-8 I I I A-8 2)2AO-RAFTER = _ (2)2xlOJ2AFTER = (2) I"x4' 13ENT 5 EL FLITCH PLATE II _ II r _ _ II 2x8'R OF'RAFTER5 1 I I ig 16" O.G. I I II I I � 12" II I I x 4" I I ry _ II j � 1 II II 2 I L-- DOUBLE 2x6 GO AR TIES A-8 @ 3 O.G. 2x10-ROOF ;?AFTER5 2x10 ROOF-RAFTER5 @ I6" O.G. @ I6" O.G. (3)2 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HOR (3)2X8 HDR II � II I I 2x8 RbOF RAFT>=R5 II � -RooF�RAFT��S i @ 16" O.G. �mj SEE 5-4 FOR INFO 1 1 d 12" `z I I 4 ro (3) 13/X 113/8 LVL DROPPED (3) 13/X IIY8 LVL DROPPED PROTEGT FROM P EATHER WITH 5ELF PROTECT PROM HEATHER KITH 5ELF _ 12 ADHESIVE A(RYLIG FLASHING TAPE ADHESIVE AGRYLIG FLA5HIN6 TAPE _ ' ---DOUBkf - — — — — 12" r -Z 10'. - - - - - - �11n-- - - - - - - LL. F_ D ® Q I 2x8 R�OF RAFTERS 0, 4 I I � O.G. II v x I I � 1 12" + o O (3)2XI2 HDR (3)2X8 HDR )? CRIPPLE HALL TO 50MORT ROOF RAFTER5,5EE 2:A-8 ~ ryl 4 (3) 1%x 16 LVL,UPSET INTO ATTIC L- -DOUR i= ryo 2x10 G J. ANGLED TO 2x10 GEI�IN6 JOIST @ ' O.G. � ry ° PRIVATE w x 1 C MATGHROOF PITGH `�-oil A F F - L-- (2) I"x4"BENT 5 FLITCH PLATE O RESIDENCE ('T2AO'RASE (2) 1%X 14 LVL'RID6E S MIN -- - I SOAP ® ATTAGH GEILIN6 J015T TO-ROOF RAFTER5 WITH (2) NIGHV 2 _ _ \�X:2% 1 �� THOU6H--- SAS_---R ®�AGH J015T -__ ___ERED _ I� A-� 520 Snug HarborRoad -- - BATHROOM Greenport ALLWALLS To BE New York, 11944 ` V NO GJ. @ 16" O.G. �) -----, _ FRAME5 WITH -OOfb.0 „ti v [@ 141-0" A.F.F.] ° o LVL STUDS O k ; — SCTM#1000-035.00-05.00-034.000 `L 1 Legend o k t -----_ f \� ---- ------- ® ATTAGH 6EILIN6 J015T TO�ROOF RAFTER5 WITH (2) ALL BATHROOMf fcHE T14OU6H-LOK FA5TENER5 @ EACH J015T,5TA66ERED HALL5 TO BE -- - - -- g FOUNDATION WALL: ` `, �� LVL STUDS c i When a registered design 8"POURED CONCRETE FOUNDATION MULTI SENSOR SMOKE ---------- ---- p p WALLS ON 8x16 KEYED FOOTING soico &CARBON MONOXIDE signed this p has blue i stamped and p ROOF RAFTERS 1 + signed this page (blue ink), they DETECTOR INSTALLED `\ ---- are attesting that to the best of PER 2020NYSRC --------------------------- 5EE5,4 FOR INFO ------------------------- _ cv his/her knowledge, belief, and --- FOUNDATION WALL: professional judgement, such MULTI SENSOR SMOKE _ 6"STEM,2"INTERIOR SHELF BELOW S>D DETECTOR INSTALLED (3) 13 4 FL PER 2020 NYSRC ___ plans and/or specifications are SLAB(SEE SECTIONS FOR HEIGHTS) (3)2X8 HDR DG(JBLEFRAMIN6 in compliance with the latest � I I -- WALOURED LS ON 8x1061CRETE KEYED FOOTING ION ,A ��1G X r- New York State Building Code. ----- �— �I A _ 0MULTI SENSOR HEAT } -- IID DETECTOR INSTALLED `: z @ copyright 2025 r—� 2x6 INTERIOR WALLS TO�WALLS U.O.N. I WALLSJ Ii � I'ALL$ATHR00 ' NEW WALL CONSTRUCTION: E 2020 NY �Q O X WINDOW TAG SEE SCH-1 O BE JOE BELLO ARCHITECT, P.C. , ° 1 - W1TM ------ i I A --J LVL STUDS 2xI0n�EILIN6'J 15T @ 16" O.Gi 2x10 GEILIN6 J015T @ I6" 0. 2x10 GEILIN6 J015T @ 16" O.G. A-T xxx DOOR TAG SEE SCH-1 ' ' A.F.F.] [@ Q'-O" A.F.F. [@ Q'-0° A.F.F.] EXISTING TO BE REMOVED -- oOF 1�A�TERS -- ------ ,( ED ARC STEEL BRIDLE OR /50: IC ---, 5 5 '� F(jR INF is �GJ M. e FLUSH CONNECTION POST ABOVE O I� �___-- __ � I � � DE ll�flN1MUS APPROVAL �, o� << �� J T_ 0)2XI2 HDR,P05T BETWEEN Ln ------------------- - --- - Dated HEADER ORGIR.DER ® SOLID POST IN WALL _------------------- OR COLUMN (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HOR 2x10 LEDGER BOARD 5EGURED qT 32670 OQ WITH LED6ERLOK FA5TENER5 @ F OF NE`N ® 16' O.G. 5TA66ERED -� �� Registered thru 02/26/2026 ! x �J �� (CNNL��J LI-JJ FILE: 24407 SCALE: 2 i Attic StructuralPan (SecondFloor Ceiling) A-8 GENERAL NOTE: DRAWN BY: AS NOTED S-3 SCALE : 1/4" = P-0" THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY SHEET: CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN Ntft. =3 THE FIELD PRIOR TO CONSTRUCTION. Architects 6334 Northern Boulevard East Norwich, New York 11732 —•— 516. 308 .4646 Phone 5 1 6 . 8 1 3 . 0 9 2 4 Fax Info@JoeBelloArchitects.com www.JoeBelloArchitects.com ------------------------- DATE ISSUED: i ----------------------- I - i 4-22-2025-Working Drawings 6-18-2025-Revised Per Owner 8-19-2025- Issued for Building Permit i II II II II II II II I II II A-8 I I I I A-8 II II II II II II II II II II II II � II II II I I li I II II � II _ II II II II I '-------- II II �-------- 11 2 II II I I 1 1 A-8 II II II II II II II 11 --- 1I II � II � II II I II I I II I I II I I II ( I II I I II I II � II a II 11 II II II II II II II I , II II I II II II I I II I FRAME � ———— O � _ QZ ------ F-7z,I I PRIVATE I I O � // /; v 1 1 L---- -- 11 1 I I 1 1 x � �_ - �, � � o � I . � I �-___- _ � I L-� RESIDENCE �——— 1 2 —•— A-1 520 Snug HarborRoad x 1 1 _ u___ Greenport �� ----- New York, 11944 cV \\ _ FRAME FRAME \ \ .o I I! �•" 1 OVER OVER III III �� II SCTM# 1000-035.00-05.00-034.000 Legend 1 � � \ ----------- \ ----- -----� ----- —{ — — — 1 � F p,l 1 1 ° �s,I I FOUNDATIONWALL: \ \\ I 1 h�----Y-1 L_J> l When a registered design MULTI SENSOR SMOKE \ FRAME — 1 8"POURED CONCRETE FOUNDATION \ \ I I F- IIL-----_ I I professional has stamped and WALLS ON 8x16 KEYED FOOTING sD=� &CARBON MONOXIDE \ \\ I OVER / II I I v r l __-i I signed this page (blue ink), they \ I 2x12�R106E o u ------- � If- �� � I DETECTOR INSTALLED \ I I PER 2020 NYSRC — — I �`! I g _________________________ _ � are attesting that to the best of FII------- i Lq his/her knowledge, belief, and FOUNDATION WALL: MULTI SENSOR SMOKE 1 L II - III 11 1 ( v ® I I I __� III 6"STEM,2"INTERIOR SHELF BELOW SD L__—__ ___ rC____ 1 � - I I ri------� professional judgement, such _.,) DETECTOR INSTALLED 1 FRAMEI I N 4 FRAME l plans and/or specifications are SLAB(SEE SECTIONS FOR HEIGHTS) _ % oPER 2020 NYSRC II II II SII OVER I I I I OVER in compliance with the latest 8"POURED CONCRETE FOUNDATION F I I I ______ \ I I I. I 111 I I I I 1 1 � New York State BuildingCode. WALLS ON 8x16 KEYED FOOTING I -' ° I I I r MULTI SENSOR HEAT T F II J T I IIL----=- HD DETECTOR INSTALLED L © copyright 2025 II u— -------- _ NEW WALL CONSTRUCTION: PER 2020 NYSRC I ` __—_____ _ r— ———_- L -------------- --------------- R WALLS1 +-- — 5------ (` 2x6 NTEERI(OR WALLS U.O.N. X WINDOW TAG SEE SCH-1 I `�r I 12„ 12 III;' ry �I 12 12„ �nl� � T I I 1 +� 12" x 12" I JOE BELLO ARCHITECT, P.C. �'- � 1 I 12"� �12" EXISTING TO BE REMOVED --- 2XIO`ROOF III FTERS II 12XIO-ROOFfAFTERS N I I I 2xI0,R00E-RAFTER5 2XIO-ROOF1RAFTERa xxx DOOR TAG SEE SCH-1 " " �/ ® I6 01�. / 1 ® 16 O.G: I I I @ 16" O.G. ® 16" O.G. ?,ED AR 11(-tip— III Cti� STEEL BRIDLE OR I i,/2x6 GOL ARI TIES -, 111 II I r----- -�_ _ _J I 2x6 COL R TIE-5 \ P e L_ POST ABOVE FLUSH CONNI=CTION I � ® 32 a'�' -� ICI ® 32 O.G. SOLID POST IN WALL LLB ====�C----u----- --L == � _� === Jam- ----------------------- -- L---- J DE MINIMUSAPPROVA - HEADER OR GIRDER Dated c OR COLUMN D * 1 �X -y�, 3267� Q FOF NE`N� �--I� FF-IT �j---I1 rF-T Registered thru 02/26/2026 `L JI `L JI `�—1 `�=J FILE: 24407 SCALE: 2 1 Roof StructuralPan A-8 GENERAL NOTE: DRAWN BY: AS NOTED IS-4 SCALE : 1/4" = F-0" THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY SHEET: CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN ju THE FIELD PRIOR TO CONSTRUCTION. i ELECTRICAL LEGEND 1 F 1, Q, ITEM SYMBOL DESCRIPTION Architects J-BOX FOR%IRFACt-MMM CHUM U6W FIMM SIPPM BY OnM3.Hm Lmim DE516HATIOH 'SUS SELEC110H A6 VENnPw IH SWARM scat/.E J-8OX FOR RRFMA-MOT CEU%PADDLE FAH- �- HRE FOR LM 1aT. FIXRIRE PRO'ADED BY OTHERS j RM LEM VM6MTWNV5R5EM SE EGTION A5 ME TW IN%PMATE SCFEDLLE 3*1VESSM SW ME DOWLM BY HALA ❑ M6rnrORRAATORTOnrcrPROPMH AS OcTEo) 6334 Northern Boulevard East Norwich, New York 11732 ® ro FOR cam r ro vJF.PROPtx HwsIH6 SEE MATIFAGTURR5 S TLFXATIONS. riRSCESSM SCJbsFE DORLM BY HALO, fB6TAT,fW616AT,WOKAT MM A5 5516TV) USE CCMPLMy ffaO5ED LEHSE/TRIM ® ONAGIOR TO VJF.PROPM HW51N6 FaR u�caFrDnnaFrs .4 4 6 P h o n e BELCMR 516 . 813 . 0924 Fax SmKWACTURM55T LIVAT1oNs. Info@JoeBelIoArchitects.com www.JoeBeIIoArchitects.com 3- SdUME D01ML16Hf BY HALU HMTAT,HMICAT,IMICAT(TRIM AS SEIKTED) n ME►'Er LOCAVON 1J51ED TRN HM COMPACTOR.TO VJF.PROPER HM1% FOR CULM COFDIT10N5, SEE MAIWWMR5 SPECP1CA11016 Q 6'REGEeW LED C04L16Hr-HALO Ht DATE ISSUED: 6-M296W LID rML16W-wo M,HTH Lft- 0 Y13+u_oS�LAPS 4- 2-2025-Working Drawings 6-18-2025-Revised Per Owner 6'M255®LED DOH MW E) -HALO HI,FETLM A"USTM 8-19-2025- Issued for Building Permit 4*1T4 W LOW VOLTAGE MW6 DML16W-WO O WAq / 44REc7SSEb LOW warAGE MWb(bIREGTtONAt.PL4f3IT) i DORU6W-HALO 144g9 W/ADJ)5TA 3E 6WAL / 0 DOMWr W/VI5aTA1� BtT)T10HA1 ACa -WAC,as-e31 x c7 a o LOW VOLTAGE R"L16NT-WAG L16HTR15 MM BUTTON L16HT NZ-66 COVE OR WER CABINET LINEAR LWOW-UN57H5 t LAP SPACAI6 TO SUIT DE516kREdMa MM-SEA 6ULL U60M TRACK EXTRUSION,LOW VOLTAGE CAU! - 9&70-15 LX UNEAR LM41OLDERS PV FESTOON CUPS o LID 5ffACE4f0IIMIED UHHASE ON WALL ABOVE DOOR -SEA 6ULL U6H M*M45,2 TS LAM W/HATE ACRYLIC DH}'U�.13R LED.LUA4INATED 4LOM M C105M'PM-UXM FL53Z0-C IN L13151H5 TO SLAT DE516N CAM"0N Z�' IMCEM FLOOR CR 6ROW UPLI6w ram` tblRl LTI0NA1)RKf FLOOR OR 6mm wu6HT x HAU.4101 M U6fT FiX111RE 5A RJW BY Off M.N=. L T MR DE516HATI marls M.WT10N As IDERnM 1K SWMATE Sa LE. 8VWESSW STEP U6Hr PROVIDE POW FOR 6AAW DOOR OPMM W TIFE DELAY LI6HT L OMOR WA1L40WED SECWTY LKW MXMRE-TA q LFPI6 HIM FLOOD U&M5 WERIOR 5O"-HxfiTW SWAM U6W PVTM E- 'M LPPI6 HM FLOOD L16Hf/5 SURFAG=-MOJRTB7 IUM56W L16Br FIXTWE(SM AS NOTED) IM FUUFES 8 r LI6W FlXRRE M E A5 NOiW ® MU1'S E*W-T FAN,0"15 NOTM I ` I MJI(ATES ARM OF L16W HXrLM WR I f 'RF�AGP5 W/u"40N swrc+I FIAiGTION 1 x - - 4'K Y x, KEYPAD-U61fM 4 SHAM,46'AFF.UON. -� 4M II "TES tEVEN TOUGI 5ME KEYPAD) J- ' THAW OR FOU24IAY(Ab RdJKATt37)SWITGf I I ILJ , I I 1 JamSHTGI x t1h VWL X ZSQFfACLE I -�- P R I VAT E VWL1D RELEPfACLE SPOT HRH i WOW. GF1 DU'LEX6R'RECMACLE ,/ RESIDENCE `�` -/_�----`- / —0— i 520 Snug HarborRoad ar DLVM WATEial")FiRECE TACLE - -—-—"J-_ x aPDRF FXiREC&TAUE SFUT HEED a MMED f _�--—- -�\ G re e n po rt �' --''`� �\ New York, 11944 �TAGLE � ® DTA'ItX FWSH FLaRiZEiCET'fACLE x _ SCTM# 1000-035.00-05.00-034.000 ® DUPLEX FUM FLOCIMCEPTAAE SPLIT HRED 1 SHTGED - ® GIADIMa FLUSH FLOORYtEW TAGLE 0 2 ® G11ADR Rr-XX FLUSH FiOOR'RM PTACIJ:SPIT RPM t �/ Y \ WTGED iTzemw A.OGL FAWA R-5HTCFBTIWF`TAGLE 001 \ �r) When a registered design professional has stamped and EDIGATEDAPPJAIICJ PECET'TACLE ` --- -- -- ------- - ----- -- ----- --- signed this page (blue ink), they App> D I � are attesting that to the best of fNwHRED5MOKEDEIBGTORW PATMzr AGK-W- \� ' ______ ______ �,� O professional judgement, such his/her knowledge, belief, and MMLF,KIDDE __, J 006 x x ----_ x ' / O plans and/or specifications are HEAT LroRFUBAri19zYLTAGIcaP- Q��HARIPi - "� - �----� ----- L ------ ` y \ in compliance with the latest co HPRD HREb co(CAR"MONOXIDE)DErEGroR YY New York State Building Code. BAT M(BACK4F••PMn MM WALL MM,60-" / AFF,v13tIF1 W1NIYPIORDW65 --- ----- 1n— © copyright 2025 c� WATM5 6A5 DETECTOR-MAGURCO W.6D-2A-FOR I (� NATULV.6A5,MGMTH164ONWALI4FORPROPANC --------- z HMLOHONKAU_ / / \ x JOE BELLO ARCHITECT, P.C. v DEDICATED sEGdRn�Y ALAMRt4 CONTROL HALL MEL / 005 / 004 / / 003 -- ' -- V A CJ �x -]�—o b� D S6G112iTCCdu4�tA ' O/ / \ �E AR 4 =__ -- -_----- --------------+--------------- ---------------------------I ----- ------------------------- --- r -- --� 007 5'�� M. �I/POOL SOHrAGY itlR1I1fiB4oMEABLE6WLLp c -----T------------------------------ -------------------------- ---- --------------------------------- - -- SU�TPPU4 DE MII�IMUS APPROVAL � o-�e POOL ALM4 OVMWE SHTCN TO Ti 4VRARLY n D&ACTIVATE A MLE ALAW MODEL WS-0 BY MARK ��tod 7 CONTROLS CORPOR,TIOfI T 1IERMOSTAT , Q �Av 1V1f KEYPAD=46'AFF.UAH -y 3267� OQ� w OF NENN ® ------------ ) x Reg.r Istered thru 02/26/2026 HALL SPME RIM E55ET))OR SLEWOOM LOGA110H- ❑ ❑ W sus SEE AN5GEDUE r--- - ------------- -- ------------- --1 -- ------- FILE: ' 24407 � *S, SPEA}�t JACK FOF:PRCtSTANDRI6 SPFll�ft 5 I� POMMHELLA651P1,G1MGAUFMW � AS NOTED L----------------- ------------------ caN9.LTANr'S 5Pr�5 ----J SCALE 0 LOC.ALA/VEamI ERT 1 Crawl spa ce Power & Swltch Plan AUTOMATION NOTE: GENERAL NOTE: DRAWN BY: Q -7-7 -p 6ATEWAYORWW,fd01WHMINC?BIitW E-1 LUTRON HOMEAUTOMATION SCALE : 1/4" = 1'-0"IELEFFIOFE -YWl OU11ET AN BAEE UON) THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC DATA -WALLanmr(mBASEUONJ ALL LIGHTING 10 BE HOMERUN TO PANEL,WITH ADDRESSABLE FIXTURES THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY SHEET: T CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ® TU -FLOM OMM ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ® DATA-FLOOR GmET PLANS INDICATE LOCATIONS FOR SWITCHES&CUSTOM ENGRAVED KEYPADS. AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN AN TECHNICAN TO WORK WITH OWN TO SET SCENES&AUTOMATION THE FIELD PRIOR TO CONSTRUCTION. i ELECTRICAL LEGEND ITEM SYMBOL DESCRIPTION Archi ,H BOX"%WACE-MO =013M LJ6ITr MMIRE SUP A"BY OnMa LIt2l1:i LEM DE516NATIOH 'REPREMM 5ELEII AE,VENM ED IN SEPARATE sGM�uIJ: J-BOX FOR StIRFE-M ALOl rED C %PADDLE FAN- Mx WE FOR IJ6HT KTr. LTXTURE PROVIDED BY OMRZS. M H=LElTEft DE516HATION1e"RE5151M 58LrGTM A5 MEHTM3D N SEPARATE SGBQ.E 3''REGESED SLAW E"NI J6Hr BY KqO, H36rnr,Ne61CAr,MeeMCAr(TRIM AS se.ECTED) 6334 Northern Boulevard HM 64IRMACTOR TO VJF.PROPER HOUSING SEE MIWFA4TOM SPECIFICATIONS. \� East Norwich, New York 11732 \ rizbcaqv 521ARE"NLI6HT BY Ram H36TAT,I36ICAT,W81CAT(IWM AS Se E IM) ME CO PIMY L3L'L05ED LEN5E/IRIM am,.CONTRACTOR TO V.IF.PROPER HOUSMG 1 6 . 3 0 8 .4 6 4 6 P h o n e y MR C CONDITIONS) 16 . 8 13 . 0 9 2 4 F a x SEE MIAIWACn1RMSPSCPICATi0N5. Info@JoeBelloArchitects.com www.JoeBelloArchitects.com 3"f62MED SMARE"INUSIHr BY HAL.A 106TAT,1861CAT,WWAT(TRIM A6 M-WTEP) Fri USE YET LOCATION LISn TRI� H .Y, M CONTRACTOR TO VJF.PROM HOUSING FOR CHIBr6 GDNDITIM SEP HA I1FACTTJR5 S U MCAT10N5. Q 6 LED DOYtOW-HALO HI X. DATE ISSUED: Leas 6'I _ /;�� \ 4-22-2025-Working Drawings O �� � x w0"-kwHA�o KM //( 6-18-2025-Revised Per Owner AhPLETIiY BL'LD'�D VNPS (� -- ------- --- 'RECJ56m LED DOYtl.kM "P' -R&D HT,YET LOCATION LISTED ISn� / }} \ 8-19-2025- Issued for Building Permit 6' 4 LOW VOLTAGE M6 DOMMM-HALO �11 � 4''RECMEID LOW YOLTAEE Nt216 LbI ACCHtr) 1 DOIMrIJ6HT-HND HI4W i'U ADJJSTABIE 61F6N_ WJ6 PTL"k Aaam "k\ wLL, - D0RtzflTWADJWAW=6NM �\ -WAc#W-W7 Y i \' I a o LOW VOLTAGE RICK LIKINT-WAC LJ61HITINS A"BUTTON u6Nr FR-86 \� / COVE OR W R cMHET I WAR LJ6HTIH6-L E%1%t LAJP SPI TO Sur DE516N R MIZIMM-SEA GULL umm TRAa EXiWJ5 t LOW VOLTAGE CABLE t — - WO-5 IX LINEAR LAII W/PEST"CUPS o LID SUTiNCEMOUNTED LU4AJIZ£ON WAIL ABOVE DOOR - 6ULB 448�5,2 i5 LAM W MITE ACRYLIC, I \ I LED.ILLJJNiNATEP CLOTTES CLOSEr ROD-UXM I I FL53ao-C M U5467M TO SUT DMIGH CONDITION ' �` ii FLOOR OR 6RCUND UPLI6IIr J�4� �'. / NIREGTIONN J IZBCL'�59D(FLOOR OR Ma ND WU6FTr x PPU4 DaNTM LIGHT FWJIRE SUPPED BY OnUr-x VDI IN SEPARATE SUMM I � I I. O I 1STT3'LJ6Hi � ( ----------- PROVIDE POM FOR 6ARA5E DOOR"M W/TM ® DELAY MINT -RAB E M WALL-MddM'5E=TY L16W FIXTURE I n L PP16 MUU FLOOD L16H175 XTS ------- i. / RMRMS T-MMM)55E6MTYLM FIXT - it I� ------------------------------------------------------------------ ® \ FLOOD Ue"Tro Norm)E MOUNI97 FI11A�f5CEt{r LL6Hr FIXIU2E(51 AS <-_ \ — - - lad i ® d 'RB6E65<D RJI E5CEN MINTFIXTTIREII I�AS NOTED) � I ; MOTORIZED PHANTOM SCREENS ❑ ❑ ® CEII fIb E)QINI5T FA1{CFH AS NOW GFI ° I G 1 -- - -' / - -- 1 X MDICAT 5 BROLIPS OP L.I64r PIXM5 t/OR -- - Rl>rEPTACJtS W ccrtaDN SYercI1 rIlN�nal \1 / �- \\ _— 1 ® ® ® a o W l2YPAID-LJ6IITIN6 t 5HADE%48'AFF Jt.UD x �� U 4 nzdo MDIGATE5 MDDEN TOIICJI'STYLE MVAD) 51N5L.E POLE SYITCFI - CIO TFt WAY OR FOUR-WAY(A6 INDICATED)SIM H —_ I - --- --------- ----- / / TACJJ PRIVATE o - _-_-- cn RESIDENCE bfi'RFf.EPTAG.E i 'I I / 3 I ---L -- ______ r LCDV- ar DIPLEX WATEPPRDOF'RECEPrACLE - ----- ------ ` -•- 7 HD -= 520 Snug HarborRoad 301 I z 1 ® X aI1A,DRLPLExI2E,CfPrACIE SPur Pm t 5WTG® �� ��I� �-� T � i / o � ❑ � G re e n p O rt - I New York, 11944 I \ S) I 1 SCTM# 1000-035.00-05.00-034.000 ® DUPIF�c HJJ51M FLDOR'I�CEPTAGE ,' � 1 1 \ 1" I 1 � ��J'' ® S EX FMJJ5H FLOORRECEPIACLE 5PLIT HRM/ \/ �A \ 1 I I ® T 5WTC1ED ® 5JA55IRFX RJIr.>fM FLOOF:R LEFFAHE VA / awRlIPLFX FLUSH FLDORmc&rPCLE 5PuT WIRw t4/ �' \ L_ D ,T,, �-- --- �� _ , �' y When a registered design \ _ Gpa fa; - professional has stamped and APW Dg)K.An3J A�PPIJAIICE'WftPfA'CLE ,�, - l� ___________________ -- - ----- - signed this page (blue ink), they (p W 1 are attesting that to the best of --- - 'ASHFR/DRI'ER - SD his/her knowledge, belief, and M�HIREID SMDN�DETBr°RrvBArTazYBAc+ u�- -__ \ . - JII professional judgement, such --------- �P 40 ItvrREID MMEAroETEc,oRwrBArn'RrBAaaP �— plans and/or specifications are (To RAMP.IMIDE --------- in compliance with the latest co HARD HRFD CO(CARBON HONOXIDEI DEIEGTOR W DN New York State Building Code. co BATTMY BACK-UP-MATLFI 10DDE WALL MTD.,60-OC AFF,VERIFY WMMOR Imes. Q i - ------ ------ i, C ------------- - ------ ---- " O copyright 2025 �D LEATRK 6AS DETECTOR-MAGJRC W,6D-2A-FOR - _ __ MOUNT LOW ON WNl M6H ON WN Li FOR PROPANE, - , JOE BELLO ARCHITECT, P.C. 1 , ❑® \ - -- ------_�;____ -42 I DEDICATED5KURITY ALARM COMIROL WAIL PANEL �'iiv A SBcuRTTY cAr>�a \ --- -- / — --- ---- r 1_l ���E D AAC Q ALARM/I'0OL50UN7pR `� �\ ® ® C DE MINIMUS PPROVAL 1 MAY BE MWNIED M HVACI2ENFUI 04MIEaELE 6RILL17) � ❑ \ GfI= Gl D/\Y' G I ' FI REFRIGERATO / -- -- I Dated POOL ALARM OVERRIDE SWTGM TO 11341ORARLLY -- YP" 1DE-ACTIVATE AUDIBLE ALA MOM P15-0 BY ALARM a ) ) , i T THERAM05TAT \ \ \(P j (P Q „ AN ITYPAD;48'AFF.UDR N OF F Vey E o ® GtlLJN6 5PEAM"2956D) Registered thru 02/26/2026 �x KALL SPEAR FILE: 11 ))OR 5lBW0OF81 LOCATON- \ F- un SEEAIVSOW E -------------------------------------- \' - 24407 eT 5PE,#M.W5K FOR PttEP7rATDIN65PFA12R \ ------------------------------------ ' \ SCALE: .1. 5 I„ palm AS ML AS 51WJCn1REV C?8LE PM W \ COMTANMSlrn AS NOTED ,,. LOCAL A,,,,E„P14W 1 First Floor Power & Switch Plan AUTOMATION NOTE: GENERAL NOTE: DRAWN BY: O Q , uAP 6ATBIAYOR MP,MOW RMINCMINE Y E-2 SCALE : 1/4" = P-0" LUTRON HOME AUTOMATION � � n�T�HDNE -WNJ.aunErANI'lA5EU0JM) THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY DATA -ML MET(IN IMSEUDJu ALL LIGHTING TO EE HOMERUN TO PANEL,WITH ADDRESSABLE FIXTURES CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL SHEET: ® TELEFfloHE FLOOR XUr PLANS INDICATE LOCATIONS FOR SWITCHES&CUSTOM ENGRAVED KEYPADS. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ® DATA-FLOOR a Er A/V TECHNICAN TC WORK WITH OWN TO SET SCENES&AUTOMATION AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. i i ELECTRICAL LEGEND ITEM SYMBOL DESCRIPTION Architects i ,-BOX FOR SUWAGC-MOIA TEE L0JN5 L16M PXTURE SLFPLIED BY 011♦M HM LEM DESIO(A" + V SEUKTION A5 IDENMID IN SEPAPATE SCF�U.E J-BOX FOR 5 WAM-MOUNTED C UNS PADDLEFAN- Mx PEKE FOR LIGHT W. 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CONTRACTORS SHALL SHEET: ® mmm PLom anET PLANS IND CATE LOCATIONS FOR SWITCHES &CUSTOM ENGRAVED KEYPADS. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ® DATA-RLORanrr A/V TECHNICAN TO WORK WITH OWN TO SET SCENES&AUTOMATION AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. I i F, F; 1, ELECTRICAL LEGEND .' ° _ ITEM SYMBOL DESCRIPTION Archi ects J-BOX FOR%WA Z+V MTEV CaIN6 LI6W FIXrdM 5 FFuE)BY oms.FM LETTER DMSNATION FtwE5ENT5 so noN A6 vetT1 w N SPARATE SGlEDI,IE .WX FOR 51WFALE-MO INTER C8M PADDLE FAN- y-(x MRE FOR LIGHT KM FIXTURE FRO M BY OMRS. f-� y=LETTER DENMATMiaTMBEM15 SELECTION AS IDEHTHED N SEPARATE SCH IA E 3"WESSM SWAM DOW16lIr 1 BY Ri ❑ H36TAT,H3616AT,N3810AT(TRIM AS SEKTW)c caTaz I� F F Ha6ft 4 Northern Boulevard HIMEL W East Norwich, New York 11732 FM SEE MAWFACTUMS SPEGE10AnoN5. 3'1 2Y-FD SWAM VORL16FIr BY HAM H MTAT,H3610AT,MWAT GRIM AS SELWTEV) USE COMPLETELY EVADSEP Ulm/FRIM HMCaTRACTazTO VJF.PROPER H01191N6 516 . 813.4 4 6 h o n e . 0924 Fax �CEILM T FUSSPEMCA71C& Info@JoeBelloArchitects.com www.JoeBelloArchitects.com 31I,CES6®SGTMARE DORIJISHr BY Hl H%TAT,0616AT,H38ICAT(IWM AS SELECTED) n USE!ET LOCATION LISTED TRRd LYrJJ HM CO MWTOR TO VJF.F RD lm WUSUK FOR CE'EJN6 Ca[ATIa15, SEE MAJIPACTUM5 SFBGFICATIONS. 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I I � I;°�I ;�' ; 1 r r1 � in compliance with the latest MA",13MEr x New York State Building Code. /� �y�,I�E� ,N, C' II @ 1 1 1 III I cn HARD WIRED CO((%ARBON MONO)DE)CETEGTOR W FJU/E HO W j I��y 11 II 1 li l 1 , I 1 1 AM t�t']cR/C-------� 1 g �� II II I ,, , I POD JLI\Y,VL I 1 BATTERY BAG:-{E'-KqM KDDE WAl1 MTD,bo-8 FOR HOLIDAY L16HT5 `n I �r I 1 I l u I I II I I II I I , I , I I FOR AEI)#2 , _ ________J I I I AFF VE'JFY W IM1JZI0R DW65 L-- J r, " _____ 1 ' © copyright 2025 L_ _________________J , I 1 1 I I I I I nl 1 ry---------------� l 1 1 ' ---------------------------------------- r_____________,I II , ,I I I I I MATINS 6A5 DE IZTOR-MALAZLO NG.60-2A-FOR _ __ u L L----------------------------------- I I I 1 Y r--------------, JOE BELLO ARCHITECT, P.C. CD (- III / III III '4 NATARN_6A6,MONT HIGH ON WA414 FOR PROFANE, o MOUMr LOW ON WALL ul w 1 1 1 / �]dLM lu, ` / I I I I 1 1i. / 111I 1, I 1 1 I 1 1 I 1 DE M/NIMU►S APPROVA DF�ICAtEI SECUF7TY ALARM CONTR01.WALL PAFEL. I I ; III, h II I I I I I I I I r'---'-- o�a n SEJkYCAA 1 1I1I1 11 1 I i i i i 11 DAqvn�C 1, Date III d ALJM/POOL SOUNDER _-- jy MAY BEMOTIEDNWACRERIRNOM40YEMI6RWIy r---------- _yy I IL� III I I III I I l_JLJ ICI I I i I 1 '..ISI POOL Al 0`1 11DE SMTGH TO TEHFORARILY �I r•,� Y° --- ___ -- il __ __� ___ __=III—=— --- DEAAIVATEAA7BIFwARMN+oDE •Ts13BYAiAv14 f L_ ------_-__-- L_ L L _-- _ -- -- -- L_ -_- __ CONTROLSCORPORATIOM � __-------- --- -- ---- -- - - ------------______ __ --------- -------- ----- - HOLIDAY LIGHTS e I 4 "� L, PfR405TAT FOR HOLIDAY5 FOR HOLIDAY L 6HT5 Shy 3267fJ Q� Q �v AA/KEYPAD,48',FF.UAX T �� NV TIMER IN TIMER F pF IN w O ® u3LJN65r ) _, Registered thru 02/26/2026 11 II II K41 SPFJM P )OR SIEWOOFE2 LOCATION— LL =u l LL=�I SUB S�AA/SGEE;uF: I - p; - III FILE: T 24407 �SJ JACK RR PRE5TANDIN6 SPF J I" POM AS HELL AS STRUG,U ED CABLE FE2 A/V SCALE: CANEllLTANTS 5FEG6 AS NOTED �,. LLLALWEXPENr 1 Attic Power & Swltc Pan AUTOMATION NOTE: GENERAL NOTE: DRAWN BY: O 6AT51AYORWAF;MOARHI6HNCABIIETRY ��EJ-4 11— 11 LUTRON HOME AUTOMATION - � SCALE : 1/4 1 -0 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH RWC 1 TRFPFM -WILL anET(IN Ell J-ORE) THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY 1 DATA -W#lovTLET(IN BASE U,O.N) ALL LIGHTING TO BE HOMERUN TO PANEL, WITH ADDRESSABLE FIXTURES CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL SHEET: ® 1MBNOW-FLOLRaMEr PLANS INDICATE LOCATIONS FOR SWITCHES&CUSTOM ENGRAVED KEYPADS. ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS ® DATA-FLOOROUR.ET A/V TECHNICAN TO WORK WITH OWN TO SET SCENES&AUTOMATION AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. E =3 I Architects 6334 Northern Boulevard East Norwich, New York 11732 —0- 516 .308 .4646 Phone 516 . 813 . 092 4 Fax lnfo@JoeBelloArchitects.com www.JoeBelloArchitects.com X z- DATE ISSUED: �j 4-22-2025-Working Drawings 6-18-2025-Revised Per Owner 8-19-2025- Issued for Building Permit j , I { i, IIP � ' ' I' I --------- - ---------- ----------- 1 . - - --- -- -- ----------------------------------------------------- NE #3 ------------------------------------------------------------------ VI'' ------------------------------------------------------------------ LJ T ------- --------- - --------- APRIARE E070 to L DEHUMIDIFIER �� QOFVENT ILATION 7- ---2� jj 00 EXHAUST FANS EXHAUSTFAN /� 80 CFM N'� �L�7011 -----RADIANT FI-06R`-- YDRONid //r'T" OTI-tt I ----- - — _ - �,4IHEATIN0�"� V 61 RAGE ZONE) J APRILAIRE E070 - ---- - di .N 2 LL 'i�IilJ DEHUMIDIFIER �I l U- 0 D j ZONE #1 00 x LU AHIU o BALANCEJHVAC --------------- FOR PO!��IE PRESSURE 0 ------------------- F Li -------- ------------- ------------- UJ LU ------------- Lu 0 0 ------- -------------- W 0 ZONE #2 ------------- �.t ------------ 09 0 U) juiPRIVATE -------------- -------------- z W ------------- - \< RESIDENCE LL ---- -------T- --- ------------------------ ---------------- ----------------- / � I j 'I �LSJ 520 Snug HarborRoad - -------T-- Greenport New York, 11944 SCTM# 1000-035.00-05.00-034.000 :------------ --------------- ------------: ------------ ------------- -------- ----------------- -- ------------- ------------------ When a registered design Professional has stamped and DE MINIMU� APPROVAL signed this page (blue ink), they Crawlspace HVAC Schematic 2� First Floor HVAC Schematic Datod q1) a'5 are attesting that to the best of his/her knowledge, belief, and professional judgement, such M-1 SCALE : 3/16" = 1'-0" M-I SCALE : 3/16" = P-0" plans and/or specifications are in compliance with the latest HVAC NOTE: New York State Building Code. PROVIDE AIR HANDLERS WITH CENTRAL AIR CONDENSER FOR COOLING & 1"HYDRONIC FAN COIL FOR @ copyright 2025 FORCED AIR HEATING MECHANICAL CONTRACTOR TO COORDINATE&CONFIRM ALL SUPPLY REGISTER SIZE, STYLE,AND JOE BELLO ARCHITECT, P.C. LOCATIONS WITH HOMEOWNER& INTERIOR DESIGNER. PROVIDE CENTRALIZED RETURN HIGH &LOW D N'41 . EM:A PROVIDE SECONDARY RETURNS IN EACH BEDROOM A ALL DUCT&PIPE INSULATION TO COMPLY WITH LATEST VERSION OF NYSECC &GN-5 0 PROVIDE MANUAL BALANCE DAMPERS AT ALL SUPPLY BRANCH LINES MAIN SUPPLY& RETURN AIR TRUNK TO BE RIGID GALVANIZED DUCTWORK (P 326-7f3 0 PROVIDE TEMPERATURE VALVE& MANIFOLD FOR HYDRONIC RADIAN FLOOR HEATING LOOPS, CORDINATE OF NEB WITH WARMBOARD SHOP DRAWINGS Registered thru 02/26/2026 ALL AIR HANDLERS TO BE INSTALLED WITH A EMERGENCY DRIP PAN, WITH EMERGENCY DRAIN TO DAYLIGHT FILE: (PUMP IF REQUIRED) &AUTOMATIC UNIT SHUTDOWN W/ALARM 24407 PIPE ALL CONDENSATE DRAINS TO DRAIN INTO SANITARY PLUMING VENT STACK I SCALE: AS NOTED GENERAL NOTE: DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE RWC GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED SHEET: PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. M =I i Architects 6334 Northern Boulevard East Norwich, New York 11732 —0— 516 .308 .4646 Phone -"- 5 1 6 . 8 1 3 . 0 9 2 4 Fax Info@JoeBeIIoArchitects.com ;- --------------------------------- � % __-_-_-_----_-__-__--_____ __ -____-_-_----__�i www.JoeBelloArchitects.com DATE ISSUED: \ � � I 4-22-2025-Working Drawings ' I I 6-18-2025- Revised Per Owner 8-19-2025- Issued for Building Permit ---- I I __ I I --------------- I , II j', II I I , I I I I II II ----- I I .—_ ------------- I - - -- ZONE #6 ( ! ; G—EXHAUST I I t I I , VENT FANS II I I I \ _ - - i I = --- I ----- - -- -- ----- --- - �, �- - - - I I --------------- I 1 1 I I II 1 I , I , ----------------- --------------- ru Ii \ II , rJ 11 ,rk. I 0 11 L---- --, — EXHAUST _., ; I --------- �— O — _ n Uo p zQ VENT FANS _ ' - ; So C'F - r --- t- --- --- - �HAUSTFAN X �, I a -=v / ' HYDRONIC ZONE #4 - ;, -- ----- LL - - - -- --_`--- - r I"I C/-c1IIVV V O ```�`` ---- LL �z �J 'I O _____________---- r.\ ------- ` ` r---------------------^-----------------� ------------- J - -- - ---- IL _ ` g W Fr M; = o �I�a GAR AHU �, � I ,, I N-------------- ----- ----- ; III ZONE #5 --------------- I / _______________ I I ' ' II '. .. _ , �-:. --- _________________________ ___ J I III � r' � .F.'�/ F.�_______.. I _____ __________ — en \:\ _____________________--____________------_—_______—__ --y _________ ______. J i I Fi T_ __________________ .. '-- a-�-1� I ,n-------------- _ � � '\ Ay I II I i -_- - -- J -- �I ---.i --- -- ----- r� � ' I ly--------------' , ui rN------------- / I I AHU-#2 -� II �I I I I I I � " I I II II F I —----- --- -,I - -- - ------------- `---------------------------------------iy-------------- I O � — - - - - - \ I i I - - r ----------------------------------- -- -- --------------- I � I o -- - --- -- PRIVATE C7 p \ __ i i iJ ; .II ;1. z U_ Z ji O II �/ � I I I I I I r II II Q RESIDENCE 00 ---- -- ---/�- Z p III / ---- -- 1O) -,=- —�- -- -- rt - -_ - - -- ZONE #7 �- -- r--, --- ------ - --�--- 'L - ' ! 520 Snug HarborRoad ______________________________ _ ____ --.- JII `\ _______nur_________ _� sN`3 'J III _I �___ ---., _____ _________. i ---- -----__- � �-- ===�i�4�_ _- �_--� � �_-__ -�-------------------- ----�__ ____�- �-_=__-=�--y--- ________________________________________________ ---LL-------- --�___ -____� � -_______�----------J Greenport New York, 11944 SCTM#1000-035.00-05.00-034.000 DE MIN,,IIM,U�S APPROVAL When a registered design L1ate -. I )y r �l � professional has stamped and signed this page (blue ink), they 1 Second Floor HVAC Schematic 2 Attic HVAC Schematic are attesting that to the best of his/her knowledge, belief, and • professional judgement, such M-2 SCALE : 3/16"= P-0" M-2 SCALE : 3/16"= 1'-0" plans and/or specifications are in compliance with the latest HVAC NOTE: New York State Building Code. PROVIDE AIR HANDLERS WITH CENTRAL AIR CONDENSER FOR COOLING & 1" HYDRONIC FAN COIL FOR © copyright 2025 FORCED AIR HEATING MECHANICAL CONTRACTOR TO COORDINATE&CONFIRM ALL SUPPLY REGISTER SIZE, STYLE,AND JOE BELLO ARCHITECT, P.C. LOCATIONS WITH HOMEOWNER& INTERIOR DESIGNER. PROVIDE CENTRALIZED RETURN HIGH &LOW PROVIDE SECONDARY RETURNS IN EACH BEDROOM SQH MAe�'Si�, 5 � F ALL DUCT&PIPE INSULATION TO COMPLY WITH LATEST VERSION OF NYSECC&GN-5 PROVIDE MANUAL BALANCE DAMPERS AT ALL SUPPLY BRANCH LINES MAIN SUPPLY&RETURN AIR TRUNK TO BE RIGID GALVANIZED DUCTWORK -9 �3261CJ p PROVIDE TEMPERATURE VALVE&MANIFOLD FOR HYDRONIC RADIAN FLOOR HEATING LOOPS, CORDINATE TFOF NE`N� WITH WARMBOARD SHOP DRAWINGS Registered thru 02/26/2026 ALL AIR HANDLERS TO BE INSTALLED WITH A EMERGENCY DRIP PAN, WITH EMERGENCY DRAIN TO DAYLIGHT FILE: (PUMP IF REQUIRED) &AUTOMATIC UNIT SHUTDOWN W/ALARM 24407 PIPE ALL CONDENSATE DRAINS TO DRAIN INTO SANITARY PLUMING VENT STACK SCALE: AS NOTED GENERAL NOTE: DRAWN BY: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE RWC GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED SHEET: PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 10 =2 KEY MAP LEGEND EXISTING ADJACENT EXISTING PROPERTY DWELLING PROPERTY BULKHEAD NOTE: PROPOSED RETAINIG WALLS LOCATION „': ;., PROPOSED PERMEABLE AIA PAVER DRIVEWAY AS APPROVED BY THE BOARD OF -1' LE' LA T PROPOSED 2nd STORY TRUSTEES OF THE TOWN OF SOUTHOLD 1 V ADDITION ON 2/15/23 PROPOSED 2 STORY APR 4 2M ADDITION FUJI CLEAN INNOVATIVE EXISTING &ALTERNATIVE SEPTIC PRECAST 4' TALL �(JNIM�DARDOFAPPEA� BULKHEAD r--------- FUJI CLEAN INNOVATIVE TANK LEACHING POOLS �. &ALTERNATIVE SEPTIC (TYP.) L------J TANK POOL FILTRATION O # EXISTING �'-`� PROPOSED V DIA.X 4' SYSTEM ULKHEAD I LP 11 TALL PRECAST CONC. VINYL BULKHEAD ; G GULL POND _�/ LEACHING POOLS TYP. TOP PING J LOT cJ � Ep`t EXPANSION LEACHING W/WOOp CpP TW 4.2 Q EXI ING POOLS TYP. 13 0 00 BULKHEAD Q f PROPOSED FIREPLACE (MAP) PROPOSED PRECAST CONC. DRWELLS W/SOLID COVE. S S 2 OOO' �'I O t( ,E' &CHIMNEY 1 J 2 . 5 O I (BULKHEAD) 0 S REFER TO SITE PLAN FOR ` O.5, 0.6'N EXISTING ADJACENT SIZES&LOCATIONS. �/� - - - - - - PROPERTY DWELLING �'-`� PROPOSED PRECAST CONC. '!� �i�AI ' I + DRYWELLS W/INLET COVER. '9G "`�� ��I�i LINE OF FORMER - ' `� ST CKADE FENCE ON ST E WALL - EL 10_0 X -MON' _--_ 0.-- _ - SREFER TO SITE IZES&LOCATIONS. FOR 9C� �� `��\\ �� O SI44 PATIO/ON GRAD E /% L g 5 X ----- - WATER LINE o SLIP _ ; LOT V'J N � . - - - - - - 8 EXISTING CONTOURS r, LINE OF SILT FENCE& Z HAY BALES \ Q d` 1 X EXISTING GRADE ELEVATION �� Q M $EL 4 7 i X I ' 39.5 `LP � ((/ 4j f •2 I EXTENT OF EXIST. 2ND W `tM ��y� FLOOR FOOTPRINTLP . 0V STORM DRAINAGE CALCULATIONS L', 10 (Z TOWN OF SOUTHOLD STANDARDS t\ �/ '!- i 1 I Inv. ` U- RAINFALL=2"/HR=.17FT/HR ^ - I 8.0 �V ' LP. . :. COEFF.FOR PERMEABLE,LANDSCAPING&GRASS=.3 ` v V EXISTING I i ° i=-=-.\" PROPOSED COEFF.FOR ROOFS AND PAVING=1.0 Q i D '• / RETAINING % W I tA t i • 42.37; �.._' -- '� PERMEABLE IMPERVIOUS AREA v J `t` J Z3' WALL TYP. ) EXTENT OF EXIST.2ND t F DRIVEWAY C� inv. l BUILDING INCLUDING COVERED PORCHES V O �' I �� FLOOR FOOTPRINT I \ 36. 7' ;, �-P Ir 5� &INCLUDING ROOF OVERHANG: 3,289.4 SQ.FT. j Q ] / / o-_0 -- \` ' W DECK SURROUNDING POOL ATREAR/WEST `/� 0 ISTING I a 355, : ,`.,;r :� ��• SIDE OF HOUSE: 1,557.1 SO.FT. t`li O '/ - �1 U.P.TOTAL IMPERVIOUS AREA: 4,846.5SQ.FT. ^ i` �' IN ROUND 1 \4 '` f �" , E 6./ I EXISTING FIN. r /' / I I f�RdPOSED OPEN, EP 1 PERMEABLE AREA I l r OOL I .7 4 FIRST FLOOR t ` ELEVATION 11.5 t EP• �O LANDSCAPED AREA&PERMEABLE DRIVEWAY �, E�I TING 1 /��' ! C OVEIRED FRONT `V;; , J•, IN THE FRONT: 3,738.7 SQ.FT. L 1 R fi INING ROPOSED D t PORCH LINE QF FO ER TORY EXT RIOR STORM DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= O Vy L TYP. � PAT10 ON DE DECK F I �- t1 j �^ r4-2-=2024 ADDED LIN OF SILT FENCE AND Hl,V 4,846.5 SF X.167 FT/HR X 1.0=809.3 CF .�`� ALCONY I STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA ` j / I 1 I o PROPOSED I EP 1 MON. Q�� yj BALES 3,738.7 SF X.167 FT/HR X 0.3=187.3 CF �►1 t i I I �. TOTAL CUBIC FEET OF STORAGE REQUIRED=809.3+187.3=996.6 CF . ; �' i 1 J - ' ;PERMEABLE '. 3-20-2024 ADDED STORM DRAIN PIPING WITH i TOTAL CUBIC FEET OF STORAGE TO BE PROVIDED=1,000.33 CF>996.6 STORM DRAIN I_j_ o---- --v•t•DRIVEWAY �•�� �' ELEVATIONS g CF , '] , \ .E TENT OF EXIST.2ND inv. ' ' Illy,,,.. O DRYWELLS TO BE PROVIDED I 6./ / INLT 1 '�• .: / I LOOR FOOTPRINT 8 0 6.�,,,-:---_ ` 9/15/23 RE ISSUED FOR BUILDING PERMIT DEN' SYSTEM A-(1)10'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE O 'i ,' - C B1 I ! • 00 6-02-23 ISSUED FOR BUILDING PERMIT DENIAL DEPTH=4.5' , , II I \ I Inv. r :'.'inv. CAPACITY=68.42 CU.FT.PER LIN.FT. Q ; , _� �1 7.0 I 6.8 .. EP INDICATES L CATIONS ' 68.42 X 4.5=307.89 CU.FT.CAPACITY 1 , y --- - 30 PROPOSED I .inv. . , 1 FOR POTENTIAL XPANSION SYSTEM B-(1)10'DIA.X 4•HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE j `�' ; O TDOOR GAS EXISTING DECK�PATIO I _. . DEPTH=3.5' , I � 7.5 1 `'' LEACHING POOLS PER - I F REPLACE ON GRADE TO OE REPAIRED `_ _ inv. CAPACITY=68,42 CU.FT.PER LIN.FT. , SCDHS REQMTS. 68.42 X 3.5=239.47 CU.FT.CAPACITY 1 �- ------7----------� I Inv. ` i,6 8. W S S A R V H 1 T E .�- .. EL inv. inv. �� Inv. -_-- . s SYSTEM C-(1)12'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE I I 7 2 I I 7 1 6.8 7.5 ihv. �%"� `�I ` STORM DRYWELL SYSTEM C, - - - _ 6.0"r. �;: 12'DIA.X 5' HEIGHT PRECAST 755 NEW YORK AVE. HUNTINGT01�4 Y. DEPTH=4.5' I , , Ir1V., CAPACITY=1452.9 CU.FT.PER LIN.FT. ❑ ❑ I inv. ► 1 ��- ' . .. 6.0 ' CONCRETE STORM 100.66 X 4.5=452.97 CU.FT.CAPACITY I � SHADED AREA L 6.7 ! ` I (631) 351-1999 { �t ' I 6.8 �\\ t\ inv. 1 INDICATES AREA DRAINAGE RING Q ° I 1` OF PROPOSED 2 PROP S I I _ =�_ ���`` //,6 a�. STORY ADDITION EXISTING BUILDING AREA Location: Greenport i RETAIN�N OPEN I - inv, inv. . TW ,4 WALL COVERED I PROPOSED I PROPOSED 6,0�•.; 6.0 ��- TaxMap Number: 1000-35-5-34 PORCH, CABANA FLOOR j GARAGE FLOOR �`�. STORM DRYWELL SYSTEM A, HOUSE= 3,338.8 S.F. �! 10 DIA.X 5'HEIGHT PRECAST Project Description: Res C� i ELEV.10.5 ELEVATION 11.0 1 ELEVATION 9.5 �: ' )'. :. OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. p�G \ L .7 I I , t / CONCRETE STORM ARCHITECTURE INTERI, RSA, PL�r. `' '�ICws 0 � DRAINAGE RING C� THESE PLANS ARE AN INSTRUMENT POOL AREA= 556.5 S.F. 1O I `` I ., � �I Date: 12128/22 8:40AM . ❑ a EL 8. I I �!nv, _` OF SERVICE AND ARE THE PROPERTY , f TOTAL EXISTING BUILDING COVERAGE= 3,934 S.F. I I 0• �; inv, �; BORING O\" OF THE ARCHITECT.INFRINGEMENTS 3,934 DIVIDED BY 14,817=26.5% I *EL .7 I :, ,/ , ° ° I .//, 6.0 '!' LOCATION r �� WILL BE PROSECUTED. I // • '• V V1 THE CONTRACTOR SHALL VERIFY ALL �tf¢�� *R �f \\V„!! Mixed sand and loam y FIELD CONDITIONS AND BE PROPOSED BUILDING AREA ''''�� j /� inv. ;; ��V ` RESPONSIBLE FOR FIELD FIT AND �4� �.SEirE/Q r -------- 3' w E 8 AC V ` QUANTITY OF WORK.NO ALLOWANCES Q• �► HOUSE= 2,873.6 S.F. T� �� I Z COND. 7.O 10' O O O SHALL BE MADE IN BEHALF ER OF THE / P O�J � `�\` ry;• ` - CONTRACTOR FOR ANY ERROR OR OPEN PORCH AREAS(>30 S.F., CUMUL.)= 46.8 S.F. N ; f �`' $ STORM DRYWELL SYSTEM B V Gj� NEGLECT ON HIS PART. # POOL AREA= / 556.6 S.F. Brown clayey sand SC `. / �G 10 DIA.X 4' HEIGHT PRECAST Jv FINAL MAP C0� `\\�t 5 tix CONCRETE STORM t�P REVIEWED BY Z BA �'• -7 TOTAL PROPOSED BUILDING COVERAGE= 3,477 S.F. f 3,477 DIVIDED BY 14,817=23:4% ,1 - �-' if � i OOO DRAINAGE RING G� 9.6' , DECISION# 1 \ Water in brown clayey sand ` Q I : o� ,. ------ 10 ,gyp *O DATED: G R NO. EXISTING GROSS FLOOR AREA ~-- r-- PROJECT NAME I EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. i ^Q Q� t Water in brown fine to medium sand SP V ALTERATIONS &ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. Q 'x LSP ^ � � EXISTING ATTIC ABOVE 1 ST FL., CLEAR HT. >6'= 8.5 S.F. �� O V� ;' .w,`` 520 SNUG EXISTING 1ST FL. CLG. HT. > 15'= 16.3 S.F. 02�O �`t \ O�� V�\v� EXISTING ATTIC ABOVE 2ND FL., CLEAR HT. >6'= 61.7 S.F. 17' 0 �� ` TW 3.4 �� ;' HARBOR ROAD" TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F., C� ' � O ` ' Comments: Water encountered 9.6'below surface < V`�� \� O ; „L SCTM# 1000-35-05-34 PROPOSED GROSS FLOOR AREA � \ ' �+ \ \ 00 lit /\� 520 SNUG HARBOR RD GREENI"(' N PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,631.4 S.F. SOIL BORING z� - 6,0 Z3 ,, o w: _,... _ PROPOSED SECOND FLOOR GROSS FLOOR AREA= 1,605.7 S.F. 7 \ G tt V %' � DRAWING TITLE TEST HOLE DATA O �\ NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 ' TOTAL GROSS PROPOSED GROSS FLOOR AREA 4,237.1 S.F �(j �� FOR INFORMATION REGARDING PROPOSED DEMOLITION \ SOIL BORING PERFORMED BY McDONALD y� AND REMOVAL OF PORTIONS OF EXISTING BUILDING GEOSERVICES,SOUTHOLD, NY ON 3/18/2024 �"\ -y AND FOR INFORMATION REGARDING PROPOSED ZONING DATA -- - y� �, DEMOLITION AND REMOVAL OF EXISTING SITE � � �QnpPLAIN SCTM#DISTRICT 1000-SECTION;t5 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 `` O 1 Iu IMPROVEMENTS. rt -n SITE LOT IS NON-CONFORMING. REFEF,TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF ® \` •� ` � REQUIREMENTS FOR"NON CONFORMING LOTS"SECTION 280-124 PERMITTED EXISTING PROPOSED LOT AREA 14,817 SF 14,817 SF � ` ` INFO & SURVEY DATA 'E?�� Y)q c� ,� b VA- `Il N , c BUILDING AREA 2,963.4 SF 5,542.5 SF 5,034.1 SF ' `. ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY ""'�'1,'"`"- ""'"'"""'"°"" J 150, 48.64' 48.64' \ DRAWN BY DRAWING NU1�" L1=, MINIMUM LOT WIDTH FRONTAGE FT �. PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, MAXIMUM BUILDING COVERAGE(°%) 20% 26.5% 23.4% �\ PLLC, DATED 01/25/2022 JB MAXIMUM GFA=2,100 S.F.+12.5%r OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF 4,237.1 SF � BULK d 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM MINIMUM FRONT YARD(FT) 35' 36.37' 38.5'TOROOFEAVEATO COVERED FRONT PORCH `�\ Op vINYL �U G 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: x.x CHKD BY ` F G.FL.-GARAGEOF FLOOR MINIMUM SINGLE SIDE YARD(FEET) 10, 10.2' 10.8' 0, �� T�//VVEpp CA`PnIP�NV JS MINIMUM TOTAL SIDE YARDS FEET 25' 24.2' 25.2' ��► V Y TW V 3' TB -TOP OF BULKHEAD DATE (FEET) 8B -130TTOM OF BULKHEAD " MINIMUM REAR YARDS FEET 35 24.54'(TO HOUSE) 24.54'(TO HOUSE,COVERED PORCH) � TW -TOP OF WALL (FEET) 23' TO POOL 23' TO POOL BIN -BOTTOM OF WALL 6-01-2023 Am vvsi 2 1/2 STORIES,3S'TO 3 STORIES,INCL. MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 1/2 STORIES.,35'TO PEAK 2 STORIES.,32'TO PEAK OF SLOPED ROOF 2. FLOOD ZONE INFORMATION TAKEN FROM: ST TO PEAK OF SLOPED OBSERVATORY,32'TO ,. ROOF,25'TO TOP OF TOP OF FLAT ROOF ` FLOOD INSURANCE RATE MAP No. 36103CO176 H PROJ # FLAT ROOF. ABOVE OBSERVATORY. 041T 2 STORIES,2T-6"To ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2022-19 PEAK OF SLOPED ROOF E PLAN ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% OVER MAIN PORTION OF HOUSE. =10' ANNUAL CHANCE FLOODPLAIN. SCALE AS NOTED ) FINISHED GRADE. REFER TO SITE a i PLAN, DRAWING S1.0 WOVEN WIRE FENCE 8"THICK REINF.CONCRETE TO GRADE WITH CAST IRON FRAME (MIN.14 112 GAUGE TRAFFIC BEARING COVER &COVER. ALL GRATINGS&FRAMES W w/MAX. ) MESH ARE TO BE AS MANUFACTURED BY SPACING) 2'-0" U.S. FOUNDRY OR APPROVED EQUAL. 36"MIN.LENGTH FENCE MIN. POSTS DRIVEN MIN.16" 777 INTO GROUND. HEIGHT OF FILTER SDR 35,6" DIA. PIPE& g PRECAST CONCRETE CONNECTING FITTINGS I - I COLLAR 16"MIN. N AS APPLICABLE PRECAST CONCRETE PERSPECTIVE VIEW > I STORM DRAIN RING 36"MIN.FENCE POST - F— p WOVEN WIRE FENCE(MIN.14 1/2 G REFER TO DRAWING q _ LU GAUGE W/MAX.6"MESH SPACING) S1.0 FOR ALL INVERT d LL WITH FILTER CLOTH ELEVATIONS 3'-0" w LJ 3'-0" FLOW MIN. MIN. UNDISTURBED GROUND COMPACTED SOIL I I O EMBED FILTER CLOTH II 10'OUTSIDE DIAMETER lly o z_ z A MIN.OF 6"IN GROUND. GROUND WATER EL.0.4 N w (PER TEST HOLE DATA BY I-_ W SECTION VIEW g 3_ wx McDONALD GEOSCIENCE) _ J w W z O h z COLLAR MATERIAL a w 3 0 SILT FENCE DETAIL Z)Q z z �w �w NO SCALE ~O 2 o z UNDERLYING FINE SAND STRATA PER TEST BORING A SYSTEM A STORM DRAIN LEACHING POOL DETAIL NO SCALE x I FINISHED GRADE. FLOW REFER TO SITE v PLAN, DRAWING S1.0 U FACE 4" II VERTICAL 8"THICK REINF.CONCRETE TO GRADE WITH CAST IRON FRAME BEDDING DETAIL TRAFFIC BEARING COVER &COVER. ALL GRATINGS&FRAMES NOT TO SCALE ARE TO BE AS MANUFACTURED BY DRAINAGE AREA NO MORE THAN 2'-0" U.S. FOUNDRY OR APPROVED EQUAL. 114 ACRE PER 100 FEET OF STRAW MIN. BALE DIKE FOR SLOPES LESS THAN 25%. SDR 35 6"DIA. PIPE& g PRECAST CONCRETE CONNECTING FITTINGS r N I COLLAR AS APPLICABLE Lu - PRECAST CONCRETE ANGLE FIRST STAKE TOWARDS l /` _ STORM DRAIN RING PREVIOUSLY LAID BALE. , , CO U = , FLOW r' REFER TO DRAWING 3-0' � w F— 3-0" S1.0 FOR ALL INVERT MIN. Ili w MIN. w W BOUND BALES PLACED ELEVATIONS I W 0 ON CONTOUR. O ✓� 2 RE-BARS,STEEL PICKETS 1=MATERIAL Z 4/3/24 ISSUED FOR ZBA INFO OR 2"X2"STAKES PLACED 0 ZZOz 1 1/2'TO TIN GROUND. N DRIVE STAKES FLUSH WITHW�TOP OF BALE. GROUND WATER EL.0.4 G ANCHORING DETAIL (PER TEST HOLE DATA BY z wzNOT TO SCALE McDONALD GEOSCIENCE) Wa. co w<O �mzwz WSJS ARCHITE 2 LU or 0 HAY BALE DYKE DETAIL UNDERLYING FINE SAND STRATA � g o z 755 NEW YORK AVE., HUNTINGTO �J. ' 2 NO SCALE PER TEST BORING (631) 351-1999 B SYSTEM B STORM DRAIN LEACHING POOL DETAIL NO SCALE ARCHITECTURE INTER OR P(,A,",K' N(:. THESE PLANS ARE AN INSTRUMENT .. OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND BE kR'CJ1tfT FINISHED GRADE. RESPONSIBLE FOR FIELD FIT AND REFER TO SITE QUANTITY OF WORK.NO ALLOWANC S (s�.a $EIF SHALL BE MADE IN BEHALF OF THE%F PLAN, DRAWING S1.0 CONTRACTOR FOR ANY ERROR OR �� ✓p NEGLECT ON HIS PART. 8"THICK REINF.CONCRETE TO GRADE WITH CAST IRON FRAME TRAFFIC BEARING COVER &COVER. ALL GRATINGS&FRAMES ARE TO BE AS MANUFACTURED BY °n y EXISTING 2'-0" U.S. FOUNDRY OR APPROVED EQUAL. PAVEMENT MIN. ,I► Tyr �` "ri S•1 1z EXISTING/ FILTEF —f MOUNTABLE BERM SDR 35 6"DIA. PIPE& g PRECAST CONCRETE CE O GROUND CLOTH PROFILE CONNECTING FITTINGS I N I COLLAR PROJECT NAME F AS APPLICABLE ALTERATIONS&ADDITIONS TA EXISTING PRECAST CONCRETE 520 S 1 G GROUND j I STORM DRAIN RING EXISTING REFER TO DRAWING U 2 HARBORKOAD PAVEMENT S1.0 FOR ALL INVERT '� W a Lo LL ELEVATIONS V-0" w W w 3'-0" PLAN VIEW MIN. MIN. SCTM# 1000-35-05-34 6f 0 SNUG HARBOR RD GREE=NP(. N, 12'OUTSIDE DIAMETER q Z z rL MAP GROUND WATER EL.0.4 N O Z (PER TEST HOLE DATA BY w RAWI NG TITLE McDONALD GEOSCIENCE) g' w ���.E " ' E D BY Z BA z5~Z MPORARY CONSTRUCTION ENTRANCE DETAIL COLLAR MATERIAL W J 3 0(DN SCALE �m z Z E = STORM WATER �Wofw MANAGEMENT Z�Oo �loz UNDERLYING FINE SAND STRATA DETAILS PER TEST BORING e STORM DRAIN LEACHING POOL NOTES: SYSTEM C STORM DRAIN LEACHING POOL DETAIL 1. 10" DIA. RING = CAPACITY OF 68.42 CU. FT. PER LIN. FT. C NO SCALE DRAWN BY DRAWING NI. .''7 JB 2. 12' DIA. RING = CAPACITY OF 100.66 CU. FT. PER LIN. FT, CHKD BY 3. COLLAR MATERIAL IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. JS 4. THE MATERIAL USED FOR COLLAR SHALL CONSIST OF SAND AND GRAVEL FILTER MATERIAL DATE CONTAINING LESS THAN 15% FINE SAND, SILT AND CLAY. SILT AND CLAY FRACTIONS ARE NOT 3-20-2024 TO EXCEED 5%. STI PROJ # 5. REFER TO DRAWING S1.0 FOR STORM DRAINAGE CALCULATIONS, DRAIN PIPE SIZES AND ROUTING 2022-19 OF DRAIN PIPES. SCALE AS NOTED 2'-0" 20'-0" 264" 27'-6' ° R LSCREEN - - - - -- - - - - - - - - - - - -- - - -- --- - - 20'-0" iM I I co I l ( I STEPS DN II PORCH AS REQUIRED N RAILING TYP. ( I I z LI4REII II I � OUTDOOR FIREPLACE CABANA R OM I I II I TOILETco I ) �IN IN I IIco CV tV O I oo I I 4 I 4 22-Q" N 4/3/24 ZBA HEARING I 10-30-23 REVISEDDOOR FROM AUTOM021E 10-10-23 REVISED ROOF LINES STEPS 9/15/23 RE-ISSUED FOR PERMIT DENiAI. DOWN 6/2/23 ISSUED FOR PERMIT DENIAL 4/12/23 ISSUED FOR CLIENT REVIEW 3/8/23 ISSUED FOR CLIENT REVIEW 1/26/23 ISSUED FOR CLIENT REVIEW 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW 000 4 I I I KITCHEN —26'-6" Y V S J S A \CHIT C S . AU OMOBI E G ERY(�ONDIT NED SPACE � I Q o 010 N ( ( 755 NEW YORK AVE., HUNTINGTC)NI r I - - - - - - - - - - - - - — o I (631) 351-1999 I I� STEPS DOWN I I I II ARCHITECTURE INTERI RS PLr°°N4' '',JG r THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS lu HALL fn , -W� I I WILL BE PROSECUTED. r 1 HALL I I STONE THE CONTRACTOR SHALL VERIFY ALL 4,R-p AR ,"y � J I STOO FIELD CONDITIONS AND BE `aJ� ELF T RESPONSIBLE FOR FIELD FIT AND \\ I DINING AREA ( QUANTITY OF WORK.NO ALLOWANCES @� �• ' T \ , I I SHALL BE MADE IN BEHALF OF THE �� J CONTRACTOR FOR ANY ERROR OR $ �. ( I NEGLECT ON HIS PART,PWDR DN — — — —— — I ( STEPS— DOWNSIN „ MCLCL +bo 01116 _eL_61L_ 4'-8' 20'-10" � \ I I C RT N O. CL - .._ PROJECT NAME ALTERATIONS&ADDITIONS TO: ------��----------------------------------/// BATH BEDROOM i II 520 SN LIVING ROOM HARBOR ROAU I I GREENPORT, NY UP I ' �" "''' DRAWING TITLE FOYER 1 T-4" wt 8'_6" T 4„ II II FIRST FLOOR PLAN . II ( I STONE PORCH ®° II ED — — — — — — — — � DRAWN BY DRAWING NU:%` ,I`:R FINAL MAP LEGEND: REVIEWED BY ZBA CHKD BY -- -- -- -- - - - DECISIl7N# DATED: EXISTING WALL TO REMAIN 2-10 21-6 9-2 45-2 I a ATE EXISTING WALL TO BE REMOVED A2 78'-8" PROJ # I 2022-19 NEW WALL FIRST FLOOR PLAN 0 1/4°_�•p: SCALE 1/4°= 1'-0" ....,. . � c LRA I ING TY . OUTDOOR ROOF DECK STAIR PLATFORM OPEN TO BAL ONY BELOW STAR PLA rFOF M STAIR I IN p PLATFORM 4/3/24 ZBA HEARING 10-10-23 REVISED ROOF LINES 9-27-23 REVISED ROOF LINES 9-15-23 ISSUED FOR PERMIT DENIAL 1-26-23 ISSUED FOR CLIENT REVIEW 1-17-23 ISSUED FOR CLIENT REVIEW 1-13-23 ISSUED FOR CLIENT REVIEW 1-12-23 ISSUED FOR CLIENT REVIEW 5'-6" in 1 '_0" 5�_0" I V Y S V S /'"'!R C I T U WALK IN CLOSET_ . 755 NEW YORK AVE., HUNT-IN GT0N, Y. (631) 351-1999 BATH ou 19 OUTDOOR BALCONY AIC 4r,.ARCHITECTURE INTS PLC' AN(� H LL I \ x ( THESE PLANS ARE AN INSTRUMENT BA OF SERVICE AND ARE THE PROPERTY BEDRO 4 /O WILL BE PROSECUTEDFRINGEMENTS r �RFp �� `+�rFc \ I THE CONTRACTOR SHALL VERIFY ALL',' I 5El F ftAt , FIELD CONDITIONS AND BE O :�' .idsr.:.:f r:';;,,;% RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANC S O _ \ / SHALL BE MADE IN BEHALF OF THE / CONTRACTOR FOR ANY ERROR OR • r7;' \ I I NEGLECT ON HIS PART. �Y ni N — DOWN I ar,� LA DRY 1 E pF N LIN BATH oni I .000� -, r. , F C4RT. NO. - PROJECT NAME — CL SET C SET ° I ALTERATIONS&ADDITIONS TO: ME HANICAL� _ I 520 SPA E `° I cam.) c� N` 1 UG 8'-8" 6""`' 11'-10"N 3'- " 5'-0" 11'-5" 11'-5" HARBOR R OA FAMILY ROOM co I- - — � GREENPORT, NY DRAWING TITLE SECOND FLOOR PL A / UPPER JOYER / OPEN T BEL W BEDROOM 2 BEDROOM 3 PARTIAL ROOF PLC r-. LEGEND: c EXISTING WALL TO REMAIN - - --1- - - - - - - - - - - - - -�- - - - - - - - - - - -J DRAWN BY DRAWING Nh?h'Ur% .. :_T'�,; EXISTING WALL TO BE REMOVED NEW WALL (FINAL MAP CHKD BY REVIEWEC BY ZBA [DECISION# -Mq � DATE DATED: A3wl 04 FLOOR PLAN PROJ # 2022-19 1/4" SCALE 1!4"= 1'-0° 12 p 9 vvs ` p p A p � p SECOND FLR CLG EL. 18=0 (29.5)- - -._ e b" EE lLLLjLL=u ! _J -SECOND FLR EL. 10'.-0" (21.5') FF _ w� 0 STONE VENEER 1 AS SELECTED I L I In BY OWNER _ 15'-2" -FIRST FLR EL. 0'-0" (11_5') 10,_$„ LLIJ L 04/03/24 ZBA HEARING 04/01/24 UPDATED ROOF LINES CABANA RM FLR EL. -0'-6" (11.0') -- -- -- p - - - _- p p p p p p p p p p p p p p p p p p p p p p p -p p p - -- 10-10-23 UPDATED ROOF LINES 9-27-23 UPDATED ROOF LINES p p p p ��p -./-l��p p p p p p p p p o p p 9/15/23 ISSUED FOR PERMIT DENIAL GARAGE FLR EL.- 2-0I1��9.5) - _ - - - - 6-2-23 ISSUED FOR PERMIT DENIAL AVERAGE GRADE EL. - 2'-Ei" (9.0') 3/8/23 ISSUED FOR CLIENT REVIEW STONE VENEER STONE VENEER REDUCED FLOOR AREA& SKY PLANE ADJUS A'. E L- 8.4 A_ VG. - - ��_slotm VENEER - - - - - AS SELECTED AS SELECTED- - - - - - - - - - _ - - - 1/26/23 ISSUED FOR CLIENT REVIEW - - - AS SELEQTED - - - - - BY OWNER - - - - - - - - - - BY OWNER - - - - 1/23/23 ISSUED FOR CLIENT REVIEW BY OWNER 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW 04S ELEVATION FRONT � WSJS ARCH TE " , 755 NEW YORK AVE., HUNTINGT(: , (631) 351-1999 p p ARCHITECTURE INT ORS PLAN ;''\JG THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY / Ip' OF THE ARCHITECT,INFRINGEMENTS p WILL BE PROSECUTED. A 1 THE CONTRACTOR SHALL VERIFY AL4� FIELD CONDITIONS AND BE Aj� t`C RESPONSIBLE FOR FIELD FIT AND .S���Fq T QUANTITY OF WORK.NO ALLOWANS SHALL BE MADE IN BEHAL F OF THE �. p p CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. 00 S COND FLR CLG EL. 18-2 (29.67) I , Ell 6 p p Cif p CERT. NO. ... _ .. PROJECT NAME p ALTERATIONS &ADDITIONS TO SECOND FLR EL. 1 -2" (21.67') - S I ANDING SLAM ME I AL - - - Mk� - - HARBOR ROAD BY THE OWNER GREENPORT, NY DRAWING TITLE CV p O EAST & WEST FIRST FLR EL. 0'-0" (11. FIRST FLR EL. 0'-0" (11.5') ELEVATIONS 5 p ') CAB NA RM FLR EL. -0'-6-(�-1-8-}- - - - - - - - - - GARAGE FLR EL.- 2'-0" (9.5'L - - - - _ - - - GARAGE FLR EL.- 2'-0" (9.5') -- - AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING N! :`, : AVE GE GRADE EL. - 2'-6" (9.0') STONE VENEER p /� CHKD BY AS SELECTED cT FINAL MAP BY OWNER — nnG���nJE€F2 — AS SELECTED REVIEWED BY ZBA DATES 4.., BY OWNERA4 02va° WEST ELEVATION REAR DECISION# 9(99 =r-o" DATED: __ PROJ # 2022-19 SCALE 1/4"= 1'-0" Am v ii t ' "TIMBERLINE"ASPHALT �R v SHINGLES AS SELECTED BY r. El I "TIMBERLINE"ASPHALT E3 SHINGLES AS SELECTED BY THE OWNER ih WOODEN RAILING AND SUPPORT UPRIGHTS STANDING SEAM METAL WITH CABLE GUARDS TYP. ROOFING SELECTED BY THE OWNER "AZEK"TRIM BOARDS U o TYP. O M EO SECOND FLOOR EL. + 10'-2" SECOND FLOOR EL. + 10'-2" STANDING SEAM ME AL — ROOFING SOLECI ED BY I HE-100M ER "AZEK"COLUMN ENCLOSURE TYP. N = C C) J U WOODEN RAILING AND SUPPORT UPR GH WITH CABLE GUARD 3 TY _ FIRST FLR EL. 0'-0" 11.5'_ __ FIRST FLR EL._0'-0" (11.5')_ CABANA RM FLR EL. -0'-6" (11.0'j __t_ — — — O O O O O p O O O O p p p O O O O p O O p O O p p p p p p O O p p O p O O O p — — CABANA RM FLR EL. 4-6" (11.0') GARAGE FLR EL.- 2'-0" (9.5' — — O O p O O O O p p p O O O O O O O O O p p p p p O O O O O O O O O O p O p p p O O O p O — -' GARAGE FLR EL.- 2'-0" (9_5') AVERAGE GRADE EL. - 2'-6" (9.0') p p p p p p p p p p p p p p p p p p p p p p p p AVERAGE GRADE EL. - 2'-6" (9.0') EL 9.2' EL 10.0' 0 o p o 0 0 0 o STONE VENEER . 4l3/24 ZBA HEARING AS SELECTED 04/01/24 UPDATED ROOF LINES BY OWNER 10-10-23 UPDATED ROOF LINES 10-10-23 UPDATED ROOF LINES EL.+6.5" 9/27/23 UPDATED ROOF LINES EL. +5.8' 9/15/23 REISSUED FOR PERMIT DENIAL SOUTH ELEVATION 6/2/23 ISSUED FOR PERMIT DENIAL _ o„ 1/26/23 ISSUED FOR CLIENT REVIEW 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW WSJS ARCHITECT . .;• "TIMBERLINE"ASPHALT 755 NEW YORK AVE., HUNTINGTON SHINGLES AS p _ _ _ (631) 351-1999 SELECTED BY THE OWNER StttN=S AS SELECTED BY THE OWNFR o ARCHITECTURE IN ERIORS PLANT !INCH p THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY "TIMBERLINE"ASPHALT OF THE ARCHITECT.INFRINGEMENTS'' SHINGLES AS WILL BE PROSECUTED. SELECTED BY THE OWNER THE CONTRACTOR SHALL VERIFY L FIELD CONDITIONS AND BEtN - p QUANTITY OF WORK,NO ALLOWANCE'S Q� RESPONSIBLE FOR FIELD FIT AN15 (+� � SEI F l SHALL BE MADE IN BEHALF OF TTIF.. O) CONTRACTOR FOR ANY ERROJ OR 71 NEGLECT ON HIS PART. O O O O I . 01'1�( J 'CE-'f T. NO. STANDING ,SEAM METAL o ING SEAM ME U _ 1. ROOFING SELECTED NG SELECTED N DING SEAM METAL o 0 0 PROJECT NAME �' BY THE OWNER BY THE OWNER ROOFING SELECTED a0 " ALTERATIONS&ADDITIONS p BY THE OWNER p p p SECOND FLOOR EL. + 10'-2" 520 ON U HARBOR ROAD — o O — — — O p O p p o D O O p GREENPORT, NY p p O O O O N = DRAWING TITLE o C� COVERED 0 o O o O O O CH FIRST FLR EL. 0'-0" (115) NORTH & SOUTH p O p p p O ELEVATIONS CABANA RM FLR EL. -0'-6' io GARAGE FLR EL.- 2'-0" (9.5') �L.+ O�� — — — — — — — — EL+9.4' STONE— — — — — AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING P�It.�P. ; f. COVERED PORCH OUTDOOR GAS FIREPLACE .., STONE VENEER AS SELECTED VENEER EL+8.4' ORTH ELEVATIO S SELECTED BY OWNER EL-1'-0"(10.5') CHKD BY &IN FINAL MAP REVIEWED BY ZBA DATE DECISION# ISM A�Dl ,DATED: r PROD # 2022-19 SCALE 1/4"= 1'-0" S.C.T.M. N0. DISTRICT: 1000 SECTION: 35 BLOCK: 5 LOT(S):34 *.4,PL�j TOP VINYL BULKHEADjl V�r W/WOOD CAPPING TIN 4.2 4� LOT 55 S82000,61 p„E off. Received p SO pC. // STOCKADE FEN E ON 0.6'N 132.5p 130. , (MAP) di 1 a WOOD EL 9.5 x STONE WALL (BULKHEAD) JAN 1 9 2024 �� WOOD STAIRS SHOWER BILCO _0.2'S `4 �00 .� O D� DECK I . . _ EL 10.0 x MON. Zoning Board of Appear O� Dry°` mJ z`� +�� // EL g.2 x :.8.g' . �......... LOT 54 WATER LINE ....z.................. ........... o C� .....................GARAGE::•:•:.' �. I 1 1 til w / ........... :: `�: ;:.:.. .................. rn •.:..........:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.GF 10.5'•'•'•' a / INGROUND. N + �O i 1 / ::::POQL .... EXISTING SANITARY oa / .:�...................... LL / 11.3' .: 6.o' I 1 Lj STY FRAME:-'-:-:-'-' •;•:•:•DWELLING #520':: ° P. / WOOD €€ FFL 11.5•'•'•'•'•o� � �' c� = �1 al + O DECK co......:.............. `� EL 10 J_\ O ASPHALT ¢ cv....................... DRIVEWAY MON. �% a I I STOOP ::::9.9'.•;•' \C� I 9.............. DECK, \ d........ CIDp0 �� N............................................:...........:.:.:.:� :::::::: ::::: :::::: + w ::::•:•:•:.:.:.:.:.: .::::•:•:•: .:•: .:-:•:•:•:•......... ::::::::::::::::::: �� 2 v X :::::::::::: :::: ::::::::::::::::::::: + o EL 5.8 x 'j S N �C� ��61 \ CAIyTILEVER �I .. ..EL g.6woo O� G\•� G� F STOOP 000 5�0 �PQ 0 CEL LAR zol + tiO T W WALK—OUT 0" D 3, / �F 774E WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL O �0 LOCA7)ONS SHOWN ARE FROM FIELD OBSERVAAONS _ 1 O / FEMA MAP #36103CO176H AND OR DATA OBTAINED FROM OTHERS. o 0\0 0 1 EFFECTIVE SEPT. 25, 2009 � �' '' 1 me O AREA: 14,817 SQ.FT. or 0.34 ACRES ELEVATION DATUM., NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD17ION 70 THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY =r1 101 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN \J S y ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSATURON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE i O �1O THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7H£REFORE THEY ARE NOT IN7ENDED 70 MONUMENT THE PROPERTY LINES OR TO GUIDE 771E EREC77ON OF FENCE$ ADD17IONAL S7RUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS ° AND/OR SUBSURFACE S77?UCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY S� \ SURVEY OF. LOT 54 CERTIFIED TO:ANTHONY & ANGELA GERACI; \ MAF oF.-CLEAVES POINT SECTON 3 FILED:JUNE 14, 1966 No. 4650 TOP VINYL BULKHEAD srrUATED AT.GREENPORT W/WOOD CAPPING TowN OF.SOUTHOLD TIN 3.5 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK f f Professional Land Surveying and Design \ "N' d+� P.O. Boa 159 Aquebogue, New York 11951 FILE 8 221-36 SCALE:1°=20' DATE:JAN 25, 2022 N.Y.S. LISC. NO. 550882 PHONE (881)298-1688 FAX (631) 298-1588 eff kk 4-t k"-k (y) O�*OF SO!/l�ol y�DUNT`f,�� Received MAR 2 7 2024 Zoning Board of Appeals To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date March 27, 2024 Re: LWRP Coastal Consistency Review for ZBA File Ref ECAE 149 LLC-C/O ANTHONY GERACI#7889 SCTM No. 1000-35-5-34. ECAE 149 LLC-C/O ANTHONY GERACI#7889 -Request for Variances from Article XXIII, Section 280-124; Chapter XXXIV, Section 280-207; Chapter XXXIV, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish(by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet; 2)more than the code permitted maximum lot coverage of 20%; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; 4)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road(Adj. to Gull Pond Inlet), Greenport,NY. SCTM No. 1000-35-5-34. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as INCONSISTENT with the below LWRP policies. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The setbacks proposed, and the new construction outside of the sky plane limits do not enhance community character and set a precedent for construction in the neighborhood and within the community. The action is not consistent with this policy. Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. The proposed 23.04 percent lot coverage on the parcel is contrary to preventing loss of structure in and near flood hazards. The structures within these areas are subject to repetitive loss from storm surge-induced events and should be avoided and/or minimized. Setbacks should be maximized. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney COUNTY OF SUFFOLK i� ,t,ntllfif ro '�tol EDWARD P.ROMAINE vc� SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER Received ELISA PICCA (� CHIEF DEPUTY COMMISSIONER JAN 2 5 2024 January 25, 2024 Zoning Board of Appeals Town of Southold Zoning Board of Appeals 53095 Main Road P.O. Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Paul Toobian #7887 Barbara Thermos &Alexandra Kapetanso #7888 ECAE 149, LLC #7889 Stephen Dubon #7890 Stephan Segovin #7891 Sebastien Gagnon #7892 Silver Sands Holdings I, LLC #7893,SE Silver Sands Holdings I, LLC #7894 Very truly yours, By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning& Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2n'FI 0 P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 4 , Received FORM NO. 3 JAN 1 0�2r'4 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOU'I HOLD. N.Y. Zoning Boara of NOTICE OF DISAPPROVAL DATE: October 31, 2023 TO: ECAE 149 LLC 100 Quentin Roosevelt Blvd Ste 501 Garden City, NY Please tale notice that your application dated June 15. 2023: For pen-nit to: demolish (by Southold Town definition) an existing single-family dwelling and construct a new two story single-family dwelling at: Location of property: 520 Snug Harbor Road, Greenport , NY_ County Tax Map No. 1000-- Section 35 Block 5 L,ot34 Is returned herewith and disapproved on the following grounds: The roposed construction on this non-conforming 14,817 sq ft parcel in the Residential R-40. is not permitted pursuant to Article XXXVI Section 280-207, which states lots containing up to 20,000 square feet of lot area cannot exceed a maximum gross floor area calculation of 2.100 s .ft plus 12.5% of the lot are in excess of 10 000-s ft. The pro-posed construction has a calculated gross floo rare of 4 237.1 sc.ftD exceeding the permitted maximum of 2,702.1 sf by 1.535 sq.ft. " i} In addition, the proposed construction is not permitted pursuant to Article XXXVI Section 280-208, which states any bUlldiTIg or structure on any lot in the R-40 Zoning Districts must be within the sky plane. The site plan shows a portion of the new construction to project outside of the skyaue. A OV �cl b� Lastly, the proposed construction is not permitted pursuant to Article XX1II Section 280- 124, which states lots measuring less than 20,000 scivare feet in total size require a 10 maximum lot coverage of 20%and require a minimum rear yard setback of 35 fe ecelved The site plan shows a lot coverage calculation of 23.4%.(91 The site plan shows a rear vard setback of 24.54 feet. JAN 10 2024 Af C 'A. Zoning Board of Appeals A6,Jhorized Signatur6 Note to Applicant: Any change or deviation to the above referenced application may require Further review by the Southold Town Building Department. CC: file, ZBA 1 f C n I 1 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE I � House No. 520 Street Snug Harbor Road Hamlet Greenport Received 1 A/�.�� ^1 SCTM 1000 Section: 35 Block: 5 Lot(s)34 Lot Size: 14,817 SF Zo � �nL I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INJPVaW§Turd of Appeals DATED 10-31-23 BASED ON SURVEY/SITE PLAN DATED 06-02-2023 Owner(s): ECAE 149 LLC c/o Anthony Geraci Mailing Address: 176 High Farms Road, Glen Head, NY 11545 Telephone:917-841-5492 Fax: NSA Email:anthonygmanagmentl3@gmail.com NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Martin D. Finnegan, Esq. for)K) Owner( ) Other: Address: P.O. Box 1452, Mattituck, NY 1952 Telephone: 631-315-6070 Fax: NSA Email: mfinnegan@northfork.law Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), ()q Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 06-02-2023 and DENIED AN APPLICATION DATED 06-15-2023 FOR: ( Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXXVI &XXIII Section: 280 Subsection: 124, 207 &208 Type of Appeal. An Appeal is made for: ()(A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal N has, ( ) has not been made at any time with respect to this property, UNDER Appeal No(s). 2397 Year(s). 1978 (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets niay be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a det i ace1ved nearby properties if granted,because: JAN 10 2024 See Attached Zoning Board of Appeals 2. The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: See Attached 3. The amount of relief requested is not substantial because: See Attached 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See Attached 5. Has the alleged difficulty been self created? { } Yes, or { } No Why: See Attached • Are there any Covenants or Restrictions concerning this land? Pq No { } Yes(please furnish a copy) • This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that 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 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 COMP E WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature o pplicant o uthorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 15-F hday SCHWEITZER ANNALISE NOTARY PUBLIC.STATE OF NBW YORK of Ce.Yv1�0e , 20 23 NO,OISC640940/ - QUALIFIED IN SUFFOLK COUNTY Z� MY COMMISSION EXPIRES S€P 2$ � �,_ otary Public ATTACHMENT TO AREA VARIANCE APPLICATION Opecelved JaA ECAE 149 LLC JAN 10 2024 REASONS FOR APPEAL: Zoning Boas JY r-'.jJpt?ZIS The Applicant is seeking by way of this appeal from the Building Inspector's Notice of Disapproval, dated October 31, 2023, for a building permit to demolish (by Town Code definition) their existing three-story single-family residence and construct a new two- story single-family dwelling, the following relief from this Board: 1) A variance from the requirements of Section 280-207 to allow construction of the home with a Gross Floor area of 4,237 SF where the maximum per code is 2,702 SF 2) A variance from the requirements of Section 280-208 to allow construction of a portion of the chimney within the sky plane; 3) Variances from the requirements of Section 280-124 to allow lot coverage of 23.4% where 20% is the maximum and rear yard setback relief to allow construction to occur 24.54 feet from the rear property line where 35 feet is the minimum setback. The subject parcel is a nonconforming, irregularly shaped 14,817 SF parcel in the R40 zoning district located on Snug Harbor Road in Greenport adjacent to Gull Pond and Dawn Lagoon. The relief sought is to allow the proposed construction to occur within the footprint of the existing house with no new ground disturbance and no increase in the degree of pre-existing nonconforming lot coverage, GFA or rear yard setback. A review of the survey, site plan and Zoning Data chart confirms that the existing lot coverage is 26.5%; the existing GFA is 4,379 SF; and the existing rear yard setback is 24.54 feet. As such, the relief sought will maintain or reduce the degree of the pre-existing nonconformities. For the following reasons, the Applicant submits that a Variance from Section 280-124 is warranted: 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The surrounding Cleaves Point neighborhood is characterized by similar sized one- and two-story waterfront dwellings constructed on substandard lots. Many of the lots in the subdivision have obtained some form of setback relief for proposed construction. This parcel was granted prior lot coverage relief in 1978 to allow 22.8% lot coverage in recognition of its size and irregular shape (the additional existing lot coverage is attributed to the pool which was constructed before the Town deemed pools to be structures included in lot coverage). Here, all construction will take place within the footprint of the existing structure with no new ground disturbance. The proposed second story addition will actually decrease the overall height of the house due to the removal of the existing observatory. It is respectfully submitted that the required sky plane relief is deminimus and, since the proposed reconstruction will not extend the nonconforming rear setback, exceed the current nonconforming GFA or expand the pre-existing nonconforming lot coverage, the granting of relief will not be a 1/\01, Received detriment to nearby properties and will allow the for the replacement of a dated JAN 10 2024 structure with a new, aesthetically pleasing home. 2. The benefit sought by the Applicant CANNOT be achieved by soIWPJeRgffAeO1 ippeals method for the applicant to pursue other than an area variance, because: The rear setback, GFA and lot coverage of the home have been nonconforming since the home was originally constructed in 1978 before the implementation of the current GFA requirements. Because the construction is deemed a demolition by Town Code definition, it will require variance relief despite the fact that there will be no increase in the nonconformity of the existing setback, GFA or lot coverage. 3. The amount of requested relief is not substantial because: The requested sky plane relief is deminimus and essentially allows for a chimney. While variances for the rear yard (27%), GFA (57%) and Lot coverage (17%) may seem substantial at first glance, they are not practically substantial here. The rear yard setback will remain unchanged from the existing setback, the GFA will be reduced by 143 SF and the lot coverage will decrease over 3% from the existing 26.5%. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: As a Type II action pursuant to SEQRA, the requested variances, if granted, are not expected to have any adverse environmental impacts on the neighborhood or district. As stated previously, the pre-existing nonconforming rear yard setback and GFA were established years ago when the home was constructed and lot coverage was varied in recognition of the constraints of this parcel based on its size and irregular shape. The granting of relief will permit construction of a home that is entirely consistent with the character of homes in Cleaves Point. The Applicant will comply with the Town's Storm Water Management Code. 5. Has the alleged difficulty been self-created? I ) Yes, or I ) No Why: The difficulty is not self-created to the extent that the subject property is constrained by its substandard lot size and irregular shape. To any degree this hardship is deemed to be self-created, a self-created hardship "shall not necessarily preclude the granting of an area variance" pursuant to New York Town Law §267-b (3). Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: ECAE 149 LLC c/o Anthony Geraci SCTM No. 1000-35-5-34 v 1. For Demolition of Existing Building Areas JAN 10 2024 Please describe areas being removed: Demolition of existing single family residence Zoning 6oaa2 na o appeals II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 2,631.4 SF Dimensions of new second floor: 1,605.7 SF Dimensions of floor above second level: n/a Height(from existing natural grade): 32' Is basement or lowest floor area being constructed?If yes, please provide height(above ground) measured from natural existing grade to first floor: no III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Two Story single family residence with observatory Number of Floors and Changes WITH Alterations: Two Story single family residence IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 3,934 SF Proposed increase of building coverage: Decrease by 457 SF to 3,477 SF Square footage of your lot: 14,817 SF Percentage of coverage of your lot by building area(lot coverage) Existing 26.5%; Proposed 23.4% Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): Existing 4,379.5 SF; Proposed 4,237.1 SF For Residential lots, is project within the allowable Sk, Pam?(Please refer to Chapter 280, Section 280-208 of the Town Code): Slight protrusion outside of sky plane for chimney. V.Purpose of New Construction: Renovation of dated home VI.Please describe the land contours (flat,slope %, heavily wooded,marsh area,etc.) on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: Substantantially flat but irregularly shaped lot Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATIOIReceived n r 1 A. Is the subject premises currently listed on the real estate market for sale?QN g 0 2024 Yes �No B. Are there any proposals to change or alter land contours? Zoning Board of Appeals ___X.No Yes, please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? 3.) Is the property bulk headed between the wetlands area and the upland building area? Yes 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? No Please confirm status of your inquiry or application with the Board of Trustees: To be submitted post ZBA Determination If issued, please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes, please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? Yes If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. 1000-35-5-35 I. Please list present use or operations conducted at your property, and/or the proposed use Existing Single Family Residence; Proposed: same J. (exa existing single family,proposed:same with garage,pool or other) � A��� � Auth ed signature Date FORM N0.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Receive Southold, N.Y. 0 2024 n Certificate Of Occupancy Zoning Board of Appeals No. . . Z9813. . . . . . . . . Date . . . .pg4e1ll Ar . . . . . . . . . . . . . . .. 19 7.9 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property 5 d qt g 1Iar or Road. . . . . . t r �n or�t, N 9t House No. Street Hamlet County Tax Map No. 1000 Section . . . . . . . . .Block . . . . . . . . . . . . .Lot . . . . .54. . . . . . . . . . Subdivision .Cleaves Point/Sec.111. . . . .Filed Map No. . . 4459.Lot No. .54. . . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . FO MAx'y'. 1.5 . . . . . . . IM. pursuant to which Building Permit No. . . . . . .967%. . . . . . . . . dated . . . . . .ftril. 1.4 . . . . . . . . . . . . 1M. ,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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Priva a .One. Ydnily, Dwellinx . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . . . . . . 117 44. . . . . . . . . . . . . . . . . . . towner,� &�F�i8i3El of the aforesaid building. Suffolk County Department of Health Approval . .7-0.0-61. . . .12�13�79 , R. A. Villa UNDERWRITERS CERTIFICATE NO. . . . . . . . . .r. 447a97 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspector Rev 4/79 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N.Y. Received Certificate Of Occupancy JAN 1.0 2024 Zoning Board of Appeals No. . . .Z 105.1.3 . . . . . . . Date . . . ... . .. une: .3... . . . . . . . . . . . . . . . .. 19 .111 THIS CERTIFIES that the building . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Location of Property i j22�oSnng• •Harbor •Road# . . . sr"r asnport,.. Kam .York • •Ham%r County Tax Map No. 1000 Section . . .35. . . . . . .Block . . . . .5. . . . . . . . .Lot . . . . . . 34 . . . . . . . . Subdivision 0.1,eavea •8oiat• • Sac. . 3• • • • . •Filed Map No. A650. . .Lot No. . . 5.4. . . . . . . . . conforms substantially to the Application for Building Permit heretofore filed in this office dated . . . June. 2.6, . . . . . . . . . 19 .7.9 pursuant to which Building Permit No. . . . 10961 . . . . . . . . . . . dated . ..tuns .27.,. . . . . . . . . . . . . . . . . 19 79. ,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 . . . . . . . . . . . . . . . . . . . . .Inground. .Swimming. Pool. and. FAnce. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . . . .Maxwell. A .Mur.iel. aimkim . . . . . . . . . . . . . . . . . . . . . . . . (ownerr/��CtBogCu__.. of the aforesaid building. Suffolk County Department of Health Approval . . . . . . . R/8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNDERWRITERS CERTIFICATE NO. . . . . .111447Q87. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Building Inspecto Rw 4179 TOWN OF SOUTHOLD, NEW YORH DATE.March 23, 1978 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2397 Dated March 3, 1978 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Angelo Francis Corva (Richard Lark, Esq.) Appellaat ed N 159 Great Neck Road �ece Great Neck, NY 9 at a meeting of the Zoning Board of Appeals on March 23, 1978 the��au O 2UZ- was considered and the action indicated below was taken on your Ba�S ( ) Request for variance due to lack of access to property Zoning Board of App ( ) Request for a special exception under the Zoning Ordinance (K Request for a variance to the Zoning Ordinance 1. SPECIAL EXCEPTION.By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article .................... Section .................... Subsection .................... paragraph .................... of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 9:45 P.M. (E.S.T.) upon application of Angelo Francis Corva, 159 Great Neck Road, Great Neck, New York for a variance in accordance with the Zoning Ordinance, Article III, Section 100-31 and Bulk Schedule for permission to construct dwelling exceeding maximum lot coverage. Location of property: Snug Harbor Road, Greenport, New York; Lot #54, Cleaves Point, Filed Map #4650. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) be confirmed ( ) be reversed. SEE REVERSE APPROVED ZONING BOARD OF APPEALS FORM ZB4 �n *Iman Sof�Appoeals After investigation and inspection, the Board finds that the applicant requests permission to construct dwelling exceeding maximum lot coverage, Snug Harbor Road, Greenport, New York. The findings of the Board are that the Board is in agreement with the reasoning of the applicant. Received The Board finds that strict application of the Ordinance dAN g 0 2024 would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property ing Board of Appeals in the same use district; and the variance will not change t e character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Angelo Francis Corva, 159 Great Neck Road, Great Neck, New York a/c Dr. Simkin be GRANTED permission to construct dwelling exceeding maximum lot coverage, Snug Harbor Road, Greenport, New York, Lot #54, Cleaves Point, Filed Map #6650, as applied for. Vote of the Board: Ayes: - Messrs: Gillispie, Grigonis, Doyen, Maimone. RE"I".7.1VED AND FILED BY I!-1 SOU!'C:LD T01 1.1 CM,."K DATE L!AI-7? HOUR /4'S'df.M To ierk, Town of Southold Illllll IIII IIIII 11111�111111111 lllll lllll lllll llll 111 I IIIIII IIIli lllll llll IIII ece��ed SUFFOLK COUNTY CLERK : RECORDS OFFICE RECORDING PAGE yn90 ar° 01 APP�a�s Zon Type of Instrument: DEED , ._Recorded: 04/20/2022 Number of Pages 4: At _ 12 28:32,- PM Receipt Number : 22-0068587 TRANSFER TAX NUMBER: 21. 31- 799 LIBER: D0.0013152 PAGE: 574 District:: Section: Block: Lot: logo 035.00 05,00 034.0.0.0 EXAMINED AND .CHARGED AS .FOLLOWS Deed Amount: $.1,335,000 .00 Received the Following Fees. For Above Instrument Exempt Exempt Page/Filing $20.0.0 . . NO Handling $.20.00 NO COE: $5.00 NO NYS SRCHG $15 oo NO EA-CTY $5.00 NO EA-STATE: $125:00 NO. TP-584 $5 .00 :No: : Notation $0 .00 NO Ceit.Copies $0 .,0.0 NO RPT $200.00 NO Transfertax $0.00 NO Comm..Pres $23,700:o0 - NO Fees Paid $24,095.00 TRANSFER TAX NUNBER: 21-31799 THIS PAGE_ IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH. A. .PASCALE County Clerk, Suffolk County ao - 'Number of pages RECO RGE W22 Rr,r 20 1.2:28:32 Phi JU61TH:fI: :PRSCRLE This document will be public cLERK:,IF record. Please remove all SUFFOLK COUNTY Social Security Numbers L D00013152 prior to recordin P 574 g• GT# 21-31799 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps Received 3 FEES JAN g O 2024 Page/Filing Fee Mortgage Arit. �J 1,Basic Tax nin Board of Handling, 20. 00 r 2. Additional Tax g Appeals TP-584 Sub Total Notation Spec./Assit. or EA-52:17.ICounty) SubTotat Spec./Add. EA-5217(State) .. TOT.IdITG.TAX Dual Town Dual County R.P.T.S.A. .Held forAppointment Comm.of Ed. 5. 00 Transfer Tax 53 elo 'ge- Affidavit !, + Mansion Tax aS O Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family-dwelling;bnly. Sub Total YES brNO Other Grand Total' ` If'N0, see appropriate tax clause on page N of this instrument. 4 Dist._1000 1 5 Community Preservation.Fund 22014365 loo0 03500 0500 034000 Real Property ' P T.S Consideration Amount$ .535 DaO TAge ServiccYe R SMI A IWWIWf1 : CPFTaxDue: $ 25-MAt2 Verification � t_ — - - Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address . RECORD&RETURN TO: Vacant Land ECAE 149, LLC C/O EAST COAST ABSTRACT, INC. TD 1.00 QUENTIN ROOSEVELT BLVD, SUITE 501 GARDEN CITY, NEW YORK 11530 To TD Mail to:Judith A. Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name CORNERSTONE LAND-ABSTRACT,LLC WWW.suffolkcountyny.gov/clerk Title# CL-29179-5 .: . 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DEED: made by: (SPECIFY TYPE OF INSTRUMENT) LEONARD A.ROSENBAUM&MICHELLE F.ROSENBAUM The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD ECAE 149 LLC. In the VILLAGE q. or HAMLET of BOXES 6 THRU B MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Q` StVdand N Y.B.T.U.Farm 8002-Bargain and Safe Deed,with Covl- gainst Grantors Ads—Uniform Acknowledgment Fphn 3290 CONSULT YOUR LAVVYER BEFORE SIGNING THIS INSTRUMENT THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY - THIS INDENTURE,made the!Vh.day of February,2022 BETWEEN LEONARD A..ROSENBAUM AND MICHELLE F.ROSENBAUM,husband and wife, residing at 965 Osprey Nest Road,Greenport,New York 11944,party of the first part;and ECAE 149 LLC,a New York Limited.Liability Company with offices at 100 Quentin Roosevelt Boulevard, Suite 601,Garden City,New York 11530,party of the second part;and WITNESSETH,that the party of the first part,in consideration of Ten and 00/100-=($10.00)_-Dollars,and ®�C���e� other good and va grant luable consideration paid by the party of the second part,does hereby and release Al unto the party of the second part,the heirs or successors and assigns of the party of the second part forever; JA N 0 2024 ALL that certain.plot,piece or parcel of land,with the buildings anil improvements thereonerected, .-. . situate and ing,in East, rion,Town,of Southold, of k and State of:New .known,and des gna ed as Lot Noa54 on a certain map entitled, ap of Section 3,Cleaves Pont filed in Zoning 'Board of Appeals the Office of the Clerk of the.County of Suffolk as Map.No.4650 on June 14, 1966, said premises being bounded and described on Schedule"A"attached hereto and niade a part hereof. (See attached Schedule"A") Being and intended to be the same premises conveyed to the party of the first part herein-by deed in Lib'er 13097 Page 835.. The grantors herein being the same parties as the grantees and the premises the same as described indeed recorded in Liber 13097 page 835. Said premises being known as 520 Snug Harbor Road;East Marion,New York 11939 SCTM#:1000-035-00-05.00-034.000 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever.. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND.the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the f rst part will receive the consideration.for this conveyance and,will hold the right to receive such consideration as a trust fund to be applied first for the purpose.of paying the Cost of the improvement and will apply the'same'first to the payment of,the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party,of the first part has duly executed this deed the day and year first above written. l IN PRESENCE OF: Leonard A.Rosenbaum Michelle : Rosenbaum R&RosSnugHarboHdeedrosenbaum2022 i Mir .I , 43E USED ONLY WHEN THE ACKNiJ EDGMENT IS MADE IN New York STATE State of.New York,County of Suffolk,ss: State of New York,County of.Suffolk, ss: On the /7- day of February, in the year 2022 On the . day of ,in the year . before me,the undersigned,personally appeared before rrre,.the undersigned,personally appeared LEONARD A.ROSENBAUM AND : I /114\ MICHELLE F.ROSENBAUM . personally known to me or proved to me an the basis of personal ly.known to.me or-proved to me..on the basis of satisfactory evidence to be the Individual(s)whose name(s)is satisfactory evidence to be the individuals)whose name(s) is (are)subscribed to the within instrument and acknowledgeflo Recei eo (are)subscribed to the within instrument and:acknowledged to me_ that he/she/they executed the 'same in his/her/their me that heisheithey executed the same in ftisMedtheir.. Papacity(ies.), :and that by hislher/their signature(S) on the .capacity(ies), and that by hisiher/their signature(s) on the instrument,the.individual(s),or the person upon behalf of which instrument,Pe individual(s),or the petson upon behalf of which the individual(s)acted,executed the instrument. JAN 1 ® 2024 the ind' ' I(s)a ed ze t e' stnrment. (signature and office of individual taking acknowledgment) Zoning Board of Appel (signal(sVnalyo and office of indiv lk owledgment) Nola ublic Notary Public . Notary Public;Slats of New Yak 'No.62,4642m OUar&ed In Suffolk Cormly Conurrissior.Exphey Sept,30,2tl-, TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(de District of Columbia,Territory,or Foreign Country)of County of SS:, On the day of January, in the year 2022.before me,the undersigned,:pemonally appeared personally known to me or proved to me on the basis of.satisfactory evidence to be the iridMduai(s)whose name(s): is(are) subscribed to the within instrument and acknowledged to rrie-that helshefthey executed the same in his/her/their capacity(ies),and that by hisiherhheir signature(s)on the instrument;the individual(s),or the person upon behalf of Which the individuals) acted, executed the instrument,and that such individual made such appearance before the undersigned in the.. in. (insert the City or other polhical:subdivision) (and Insert the State or Country.or other place the acknowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public BARGAIN AND SALE DEED SECTION 035.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 05.00 Title:No. LOT 034:000 DISTRICT 1000 LEONARD A.ROSENBAUM AND MICHELLE F.ROSENBAUM TO ECAE 149 LLC. q. STANDARD FORM OF NEW YORK BOARD OF TRLE UNDERWRITERS �G C_>,-5v ' affST !SS W 7.jD7rjC. l',a�•ase,,< <', 1? ��S3a 9 First A_mericat: Title Insurance Coinpany Title Number: CL-29179-8 Page 1 SCHEDULE A.DESCRIPTION JAN 0 2024 /1 Zoning Board of Appeals ALL that certain plot piece or parcel of land, situate, lying and being.in the East Marion, Town of Southold, County of Suffolk and State of New York, known and described as Lot No. 54 on a certain map••entitled, "Map of Section, 3, Cleaves Point" filed in the Office of the County of Suffolk as Map No. 4660 on June 1.4, 1966, said premises being bounded :and described as follows: BEGINNING at a_point on the northwesterly side of Snug Harbor Road, said point marking the dividing line between Lots 54 and :55 on a certain map. entitled, "Map of, Section 3, Cleaves. Point' filed in the Office of-the Clerk of the County of Suffolk as Map No. 4650 on June 14, 1966; RUNNING,THENCE along said dividing .line north 30 degrees 0.0 minutes -00 seconds west 132.01 feet to a point; THENCE south 25.degrees 24 minutes 03 seconds west 78.18 feet to a point; THENCE south 15 degrees 04 minutes 53 seconds east 84.62 feet to a point marking the dividing line between Lots 54 and 36.on the aforementioned map; THENCE along said'dividing line north 56'degrees 37 minutes 10 seconds east 162.21 feet to a point on,the westerly side'of Snug Harbor Road; THENCE along: the westerly side of. Snug Harbor Road' north 33 'degrees 22 minutes 50 : seconds west 10.69:feet to a point; THENCE continuing along the westerly side of Snug Harbor Road north-19,degrees 30 minutes,. 00 seconds east 37.95 feet to the point or place of BEGINNING. FOR INFORMATION ONLY, NOT INSURED: SAID PREMISES BEING KNOWN AS AND BY 520 SNUG HARBOR ROAD, GREENPORT, NY DISTRICT: 1000 SECTION: '035.00 BLOCK: 05.00 LOT: 034.000 COUNTY:` "SUFFOLK Z Rpcpive AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS JAN 0 20?4 TOWN OF SOUTHOLD Zoning Board at Appe als WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval, use variance, area variance or subdivision approval on property within n an agricultural district OR within 500 feet of a farm operation located in an agricultural district. / 1` All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of tl:e General Municipal Law. 1. Name of Applicant: ECAE 149 LLC 2. Address of Applicant: 167 High Farms Road, Glen Head, NY 11545 3. Name of Land Owner(if other than Applicant): N/A 4. Address of Land Owner: N/A 5. Description of Proposed Project: Demolition and reconstruction of existing single family residence on same footprint 6. Location of Property: (Road and Tax map Number)520 Snug Harbor Road, Greenport 1000-35-5-34 7. Is the parcel within 500 feet of a farm operation? { } Yes {>4 No 8. Is this parcel actively farmed? { } Yes {)4 No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use a back f thi age if there are additional property owners) Signature&W cant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. I 617.20 Appendix B ReceKied Short Environmental Assessment Form 4 JAN 10 2024 Instructions for Completing Zoning Board of Appeals Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: ECAE 149 LLC Demolition and Reconstruction Project Location(describe,and attach a location map): 520 Snug Harbor Road, Greenport - SCTM #1000-035.00-05.00-034.000 Brief Description of Proposed Action: Demolition and reconstruction of existing single family residence Name of Applicant or Sponsor: Telephone: 631-315-6070 Martin D. Finnegan, Esq. E-Mail: mfinnegan@northfork.law Address: P.O. Box 1452 City/PO: State: Zip Code: Mattituck NY 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: Southold Town Trustees 3.a.Total acreage of the site of the proposed action? .34 acres b.Total acreage to be physically disturbed? .20 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .34 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial /Residential(suburban) ❑ Forest ❑Agriculture ❑Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO . YES N/A a.A permitted use under the zoning regulations? Received b. Consistent with the adopted comprehensive plan? IANI \/ 6. Is the proposed action consistent with the predominant character of the existing built or natura LULO YES landscape? Zoning Board of AppeaW `/ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V/ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: I/ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? J b.Is the proposed action located in an archeological sensitive area? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional P Wetland ❑ Urban V Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16. Is the project site located in the 100 year flood plain? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a. Will storm water discharges flow to adjacent properties? 59 NO❑YES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO [AYES In accordance with Chapter 236 of the Town Code Page 2 of 4 I r. 18.Does the proposed action include construction or other activities that result in the imp(.....nent of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? ,/� If Yes,explain purpose and size: \1 IQc���nic�P9 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? JAN 10 202 If Yes,describe: Inning Board " eats 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE ff Applicant/sponsor e. Ma 'n D. 'nnegan, Esq. Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact ®®Re, _.We may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage J N 10 2024 problems? 11. Will the proposed action create a hazard to environmental resources or human health? Zoning Board of Appeals Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please,complete Part 3. Part 3 should,in sufficient detail,identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Town of Southold Received LWRP CONSISTENCY ASSESSMENT FORM JAN 10 2024 A. INSTRUCTIONS Zoning Board of Appeals 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 35 _5 _34 The Application has been submitted to (check appropriate response): Town Board 0 PlanningDept. ZONING BOARD p 0 Building Dept. 0 Board of Trustees 0 �OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval, license, certification: Nature and extent of action: Demolition and reconstruction of existing single family residence requiring area variances 1 Location of action:520 Snug Harbor Road, Greenport Site acreage:•34 acres Received Present land use: Residential JAN 10 2024 Present zoning classification:R-40 Zoning Board of Appeals 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:ECAE 149 LLC (b) Mailing address: 167 High Farms Road, Glen Head, NY 11545 (c) Telephone number: Area Code ( )631-315-6070 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY MINOR EXEMPT ACTION PER CHAPTER 268 Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes [1] No ® Not Applicable Received 4 ko Zoning t3oard Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 0 Yes 0 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes [] No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP ectionIII Policies Pages 32 through 34 for evaluation criteria. Heceived ❑ Yes ❑ No® Not Applicable JAN 10 2024 Zoning Board of Appeals Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No 1 'Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No L� Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 21 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long IslaniA� Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No JAN 10 2024 Not Applicable - Fon;ngBoard nt Appeals Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No V Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Created on 5125105 11:20 AM 1 i OPERATING AGREEMENT OF Recp MARTINDALE REALTY LLC JAN 10 2024 A Zoning Board of Appeals LIMITED LIABILITY COMPANY This Operating Agreement effective as of January 21, 2004, between and among the undersigned confirms our understanding as to the matters contained herein. The parties Hereto agree as follows: ARTICLE I The following terms and pleases shall have the meanings indicated: A. "Act" shall mean the MARTINDALE REALTY LLC. Limited Liability Act,as amended._ B. "Capital Account"shall mean,with respect to each Member, the account established for each Member which will initially equal the Capital Contributions of such Member and will be (a) increased by the amount of Net Profits allocated to such Member and(b) reduced by the amount of Net Losses allocated to such Member and the amount of Cash Flow distributed to such Member. Member's Capital Accounts shall be determined and maintained. C. "Capital Contributions" shall mean the fair market value of the amounts contributed by the Members. D. "Code" shall mean the Internal Revenue Code of 1986, as amended, or corresponding provisions of subsequent revenue laws. E. "Operating Managers"shall mean the Member or Members selected by the Members in accordance with this Agreement to serve as Operating Manager or Operating Managers of the Company. J i F. "Members" shall mean the persons designated as such Agreement, any successor(s) to their interests as such in the Company; and any other person who pursuant to thus Agreement shall become a Member, and any reference to a "Member" shall be to any one of the then Members. G. "Net Profits" and "Net Losses" shall mean the net profit or net loss, respectively, of the Company. Received JAN 10 2024 H. The words "membership interest" shall mean a Member's interest in the Company which shall be in proportion to his share of the current profits of tlgbQAU' rd PW peals and losses shall be allocated on the basis of the value-of the contributions of each Member as stated in the Operating Agreement. A "majority in interest of the Members" and two-thuds in interest of the Members" shall mean Members whose aggregate share of the current profits of the Company constitute more than one-half or two-thirds, respectively, of the aggregate shares of all of the Members. I. "Company"shall mean this Limited Liability Company. J. "Person" shall, mean any natural person, corporation, partner, joint venture, association,limited liability company or other business or legal entity. ARTICLE II Organization of the Company A. The purpose of the Company is to conduct lawful business for which limited liability companies may be organized and to do all things necessary or usefiil-in connection with the foregoing. B. The Company name shall -be MARTINDALE REALTY LLC. The Members shall be Members in the Company and shall continue to do business under the name until the Operating Managers shall change the name or the Company shall terminate. C. The principal address of the Company shall be 167 High Farms Road, Glen Head,New York 11454 or such other place or places as the Operating Managers will give notice to the Members promptly after any change in the location of the principal office of the Company. D. The Company shall terminate on sale of all assets except that the Company may terminate prior to such date as provided hi this Agreement. ARTICLE III Status of Members A. No Member will be bound by, or be personally liable for the expenses, liabilities or obligations of the Company. B. No Member will be entitled to withdraw any part of his Capital Account or to receive any distributions from the Company except as expressly provided in this Agreement. C. No Member will have the right to require partition of the Property or to compel any sale or appraisal of the Company's assets or any sale of a deceased Member's interest in the Company's assets,notwithstanding any provision of law to the contrary. ARTICLE IV Received Meeting of Members JAN 02024 oniP Board of Arp gals A. An annual meeting of Members shall be held within rve l mont is afte•tie close of the fiscal year of the Company on such date and at the time and place(either within or without the State of its organization)as shall be fixed by the Members. At the annual meeting, the Members shall elect the Operating Managers and transact such other business as may properly be brought before the meeting. 1 B. A special meeting of Members may be called at any time by the Operating Managers and shall be called by the Operating Managers at the request in writing of a majority in interest of the Members entitled to vote at such meeting. Any such request shall state the purpose or purposes of the proposed meeting. Business-transacted at any special meeting of Members shall be confined to the purposes set forth in the notice thereof. C. Written notice of the time,place and purpose of every meeting of Members (and,of other than an annual meeting, the person or persons at whose discretion the meeting is being called),shall be given by the Operating Managers to each Member of record entitled to vote at such meeting,not less than ten nor more than sixty days prior to the date set for the meeting. Notice shall be given either personally or by mailing said notice by first class mail to each Member at his address appearing on the record book of the Company or at such other address supplied by him in writing to the Operating Managers of the Company for the purpose of receiving notice. A written waiver of notice setting forth the purposes of the meeting for which notice is waived, signed by the person or persons entitled to such notice,whether before or after the time of the meeting stated therein, shall be deemed equivalent to the giving of such notice. The attendance by a Member at a meeting either in person or by proxy without protesting the lack of notice thereof shall constitute a waiver of notice of such Member. All notices given with respect to an original meeting shall extend to any and all adjournments thereof and such business as might have been transacted at the original meeting may be transacted,at any adjorunnnent thereof;no notice of any adjourned meeting need be given if any announcement of the time and place of the adjourned meeting is made at the original meeting. D. The holders of a majority in interest of the Members present in person or represented by proxy,shall be requisite and shall constitute a quorum at all meetings of members except as otherwise provided by statute or the Articles of Organization. If,however, a quorum shall not be present or represented at any meeting of Members,the members entitled to vote thereat,present in person or represented by proxy,shall have power to adjourn the meeting from time to time,without notice other than announcement at the meeting,until a quorum shall be present or represented. At such adjourned meeting at which a quorum shall be present or represented,any business may be transacted which might have been transacted at the meeting as originally notified. When a quorum is once present to organize a meeting,such quorum is not deemed broken by tine subsequent withdrawal of any Members. E. Every Member entitled to vote at any meeting shall be entitled to vote in accordance with his membership interest in the Company held by him of record on the date fixed as the record date for said meeting and may so vote in person or by proxy. Any Company action shall be authorized by a majority in interest of the votes cast my Members entith g .sived thereon except as may otherwise be provided by statute,the Articles of Organizrn or this Operating Agreement. ,AN p 2024 F. Every proxy must be signed by the Member entitled to vote or by hkvc of Appeals authorized attorney-in-fact and shall be valid only if filed with the Operating of the Company prior to the commencement of voting on the matter in regard to which said proxy is to be voted. No proxy shall be valid after the expiration of eleven months from the date of its execution unless otherwise expressly provided in the proxy. Every proxy shall be revocable at the pleasure of the person executing it except as otherwise provided by statute. Unless the proxy by its terms provides for a specific revocation date and except as otherwise provided by statute, revocation of a proxy shall not be effective unless and until such revocation is executed in writing by the Member who executed such proxy and the revocation is filed with the Operating Managers of the Company prior to the voting of the proxy. G. All meetings of Members shall be presided over by the Operating Managers, or if not present,by a Member thereby chosen by the Members at the meeting. The Operating Managers or the person presiding at the meeting shall appoint any person present to act as secretary of the meeting. H. For the purpose of determining the Members entitled to notice of, or to vote at any meeting of Members or any adjournment thereof or to express consent or dissent from any proposal without a meeting,or for the purpose of determining the Members entitled to receive payment of any distribution of Cash Flow or the allotment of any rights,or for the purpose of any other action, the Members may fix, in advance,a date as the record date for any such determination of Members. Such date shall not be more than fifty nor less than ten days before the date of any meeting nor more than fifty days prior to any action taken without a meeting,the payment of any distribution of Cash Flow or the allotment of any rights, or any other action. When a determination of Members of record entitled to notice of or to vote at any meeting of Members has been made as provided in this Section,such determination shall apply to any adjournment thereof,unless the Members fix a new record date under this section for the adjourned date. I. The Company shall be entitled to treat the holder of record of any membership interest as the holder in fact thereof and, accordingly, shall not be bound to recognize any equitable or other claim to or interest in such membership interest on the part of any other person whether or not it shall have express or other notice thereof,except as otherwise provided by the Act. ARTICLE V Management A. Management of the Company shall be vested in all of the Members who shall also serve as Operating Managers of the Company. The Operating Managers shall vote in proportion to their Membership Interests in the Company. Except as otherwise provided in this Agreement,all decisions of the Operating Managers shall be by a majority in interest of the i Members. All Operating Managers must be Members of the Company. No Member will take part in or interfere in any manner with the conduct or control of the business of the Company or have any right or authority to act for or bind the Company except as provided in tl49LbIaCa"' d " B. The Operating Managers shall hold office for the term for which el %,J"`D,�024until a successor has been elected and qualified. A vacancy inthe office of OperatingJ arising from any cause may be filled for the unexpired portion of the term by tNrMEp 8AVd of Appeals C. Any Operating Manager may resign at any time by giving written notice to the Members. Any such resignation shall,take effect at the time specified therein or,if the time is not specified therein,upon the receipt thereof,irrespective of whether any such resignations shall have been accepted. D. The Company shall be managed by the Operating Managers and the conduct of the Company's business shall be controlled and conducted solely and exclusively by the Operating Managers in accordance with this Agreement. In addition to and not in limitation of any rights and powers conferred by law of other provisions of this Agreement,the Operating Managers shall have and may exercise on behalf of the Company all powers and rights necessary,proper,convenient or advisable to effectuate and carry out the purposes,business and objectives of the Company, and to maximize Company profits. Such powers shall include, without limitation,the following: 1) To open accounts and deposit and maintain funds in the name of the Company in banks or savings and loan associations; 2) To determine the appropriate accounting method or methods to be used by the Company; 3) To commence lawsuits and other proceedings; 4) To retain accountants, attorneys or other agents to act on behalf of the Company; 5) To execute, acknowledge and deliver any and all instruments to Effectuate the foregoing, and to take all such action in connection therewith as the Operating Managers deern necessary or appropriate. E. Notwithstanding the foregoing, the Operating Managers may not make any of the following management decisions without obtaining the consent of two-thirds in interest of the Members: 1) To acquire, sell, assign or otherwise transfer any interest in any property; 2) To create any indebtedness for borrowed money whether or not secured; 3) To make, execute or deliver on behalf of the D�Riy any assignment for the benefit of creditors or any guarantee, indem 't ���� surety bond; 4) To obligate the Company or any Member as a surety&}Ma&dt I eats accommodation party to any obligation; Zorio9 5) To confess any judgment on behalf of the Company; 6) To do any act which makes it impossible to carry on the ordinary business of the Company; 7) To make any decisions regarding any employee; �r.�8) To-obligate the Company in any manner for a liability in excess of `' 110,000.00. 9) To give power of attorney to non-members for the purpose of executing a mortgage, deed, deed in lieu and any documents to be used in connection with the purchase or sale of real property. F. The Operating Manager shall serve as Tax Matters Member. G. Any person made or threatened to be made a party to an action or proceeding, whether civil or criminal, by reason of the fact that he,his testator or intestate, then, is, or was a manager,Member,employee or agent of the Company, or then serves or has served on behalf of the company in any capacity at the request of the Company, shall be indemnified by the Company against reasonable expenses,judgments,fines and amounts actually and necessarily incurred in connection with the defense of such action or proceeding or in conmection with an appeal therein, to the fullest extent permissible by the Act. Such right of indemnification shall not be deemed exetusiVe of any other,rights to which such person maybe entitled. ARTICLE VI Ca ital A. The Members have contributed to the Company in exchange for their membership interests,the cash and other property as set.forth on Schedule"A", annexed hereto. B. The fair market value and the adjusted basis of,the contributing Member of any property other than cash contributed to the Company by a Member shall be set forth on Schedule"A",annexed hereto. C. Except as expressly provided in this Agreement,no Member shall be required to make any additional contributions to the capital of the Company. D. No interest shall be paid on the Capital Account of any Member. E. A Capital Account shall be established for each Member on the books and records of the Company in accordance with section 1.1.B. If any assets of the Company are distributed to the Members in kind, the Capital Accounts of the Members shall be adjusted to reflect the difference between the fair market value of such assets on the date of distribution and the basis of the Company in such assets. ARTICLE VII Distribution of Cash A. The Company shall distribute to the Members from time to time all cash < 1 (regardless of the source thereof) of the Company wliich is not required for the open on or the reasonable working capital requirements of the Company, (such cash is sometimes r mbVed herein as"Cash Flow"). For purposes of this Agreement all Cash Flow allocated to the Members shall be allocated among them in the ratio in which the total Capital Contributed by eadAN 10 2024 Member pursuant to Section 6.1 on the last day of each calendar month during the year bears to the total Capital Contributed by all Members pursuant to Section 6.1 on such da&k*4C%a(J*4c§0 Appeals to the number of days during such month in which such a person was a Member. B. Distributions of Cash Flow shall be made from time to time in such manner as determined by the Operating Managers. ARTICLE VIII Profits and Losses A. The Net Profits and Net Losses of the Company shall be the net profits and net losses of the Company as determined for Federal income tax purposes. B. The Net Profits and Net Losses of the Company and each item of income, gain, loss,deduction or credit entering into the computation thereof, shall be allocated to the Members in the same proportions that they share in distributions of Cash Flow,or if there is no Cash Flow,that they would have shared if there had been Cash Flow. C. References herein to"Reg. Sec.",are to the regulations promulgated by the United States Treasury to the Code. "Non recourse Iiability"means any liability with respect to which no Member bears the risk of loss. The following special allocations shall be made in the following order; 1. If there is a net decrease in minimum gain,during the fiscal year of the Company, each Member, shall be specially allocated items of gross income and gain for such fiscal year(and, if necessary,subsequent fiscal years) in an amount equal to that Member's share of the net decrease of minimum gain. Allocations in accordance with this Section shall be made first from the disposition of Company assets subject to non recourse liabilities,to the extent of the minimum gain attributable to those assets, and thereafter, from a pro-rata portion of the Company's other items of income and gain for the taxable year. 2. If there is a net decrease in a Member's non recourse liability minimum gain attributable to Members' non recourse liabilities during any fiscal year,each Member who has a share of the Member non recourse liability minimum gain,attributable to Member non i recourse liability shall e specially allocated items of gross income and gain for such fiscal ye r ou a h a g g oy (and, if necessary, subsequent fiscal years)in an amount equal to that Member's Ekrc 01, decrease in Members' non recourse debt minimum gain attributable to such Me111 el•icon q02� recourse debt. Allocations pursuant to thus Section shall be made first from gain recog ni d�fA the disposition of Company assets subject to Member non recourse liabilities to the exint of § Appel Member minimum gain attributable to those assets,and thereafter, from a pro-r.ata portio%890W, Company's other items of income and gain for the fiscal year. 7o�r�� 3, A Member who unexpectedly receives an adjustment,allocation or distribution will be allocated items of income and gain in an amount and manner sufficient to eliminate such deficit balance as quickly as possible. An allocation shall be made pursuant to this Section and if and to the extent a Member would have a deficit in his adjusted Capital Account after all other allocations were made as if this paragraph were not in the agreement. 4. Non recourse deductions shall be allocated among the Members in the same proportion in which they share the Cash Flow of the Company. 5. Any non recourse deduction shall be allocated to any Member who bears the economic risk of loss with respect to the Member non recourse liability to which such deduction is attributable. D. Any Company gain or loss realized with respect to property, other than money, contributed to the Company by a Member shall be shared among the Members and regulations to be promulgated there under so as to take account of the difference between the Company basis and the fair market value of the property at the time of the contribution("built-in gain or loss"). Such built-in gain or loss shall be allocated to the contributing Member upon the disposition of the property. ARTICLE IX Admission and Withdrawal of a Member A. A Member may transfer his interest in the Company to another person or, entity only with the prior unanimous consent of the other Members either in writing or at a meeting called for such purpose. If all of the other Members do not approve of the transfer, the transferee shall have no right to participate in the management of the business and affairs of the Company or to become a Member. The transferee shall be entitled to receive the share of profits, losses and Cash Flow or other compensation by way of income and the retain of contributions to which the transferor otherwise would be entitled. B. The Members agree to sign such additional documents as may be required in order to admit additional Members to the Company as well as,among other things,to provide for the division of profits, losses and Cash Flow among the Members. C. All costs and expenses incurred by the Company in connection with the assign qqq of a M6inber's interest, including any filing fees and publishing costs and the fees and disbuf8einents-of counsel,shall be paid by the assigning Member. D. Each person who becomes a Member in the Company, by becoming a Member,shall and does hereby ratify and agree to be bound by the terms and conditions of this n Agreement. Received ARTICLE X JAN 10 2024 Termination or Dissolution of Company Zoning Board of Appeal A. The Company shall be terminated prior to the date of expiration of the term if (a) a majority in interest of the Members consent that the Company should be terminated and dissolved,or(b)the Company is dissolved pursuant to this Agreement. B. The Company shall be terminated in the event any Member(i)withdraws, resigns or is expelled from the Company; (ii)makes an assignment for the benefit of creditors, is the subject of an order for relief under the Title 1 I of the United States Code, files a petition or answer seeking for himself any reorganization, arrangement, composition, readjustment, liquidation,dissolution, or similar relief under any statute,law or regulation, files an answer or other pleading admitting or failing to contest the material allegations of a petition filed against him in any proceeding of this nature, seeks,consents to, or acquiesces in the appointment of a trustee, receiver or liquidator for all or any substantial part of his properties, (iii) dies, all shares of a deceased member shall be transferred to his beneficiary as chosen herein in Schedule"A"or (iv) a judgment is entered by a court of competent jurisdiction adjudicating him incompetent to manage his person or his property. C. If the Company is dissolved,the owners of a majority in interest of the remaining Members may elect to reconstitute and continue the Company as a successor Company upon the same conditions as are set forth in this Agreement. Any such election to continue the Company will not result in the creation of a new Company among the remaining Members,nor will such election require the amendment of this Agreement or the execution of an amended Agreement. D. Upon the termination and dissolution of the Company, the then Operating Manager,or Operating Managers, if any, or,if there is no Operating Manager,any person elected to perform such liquidation by the written consent of the owners of a majority in interest of the Members,shall proceed to the Iiquidation of the Company. The proceeds of any such liquidation shall be applied and distributed as follows; 1. If any assets of the Company are to be distributed in kind, such assets shall be distributed on the basis of the fair market value thereof, and any Member entitled to any interest in such assets shall receive such interest therein as a tenant-in-common with all other Members so entitled. The fair market value of such assets shall be determined by an independent appraiser to be selected by the Company's independent public accountants. The amount by which the fair market value of any Property t be distributed in kind to the Members exceeds or is less than the basis of such Property, shall, to the extent not otherwise recognized by the Company, be taken into account in computing Net Profits or Net Losses(and shall be allocated among the Me`&rs) for purposes of crediting or charging the Capital Accounts of, and liquidating distributions to,the Members. Received 2 t All:dist•ibutions upon liquidation of the Company shall be distribute 4 follows: JAN a. To' ach'6f the Members, in proportion to the amounts of their Appeals respective positive Capital Accounts, as such accounts have been adjusted. Zoning Board of (i) To reflect the Net Profit or Net Loss realized or incurred upon the sale of the Company's property or assets and any deemed sale (ii)In accordance with Section 8.2 to reflect all Net Profits or Net Losses with respect to the year of liquidation. No Member shall be liable to repay the negative amount of his Capital Account. E. Each of the Members shall be furnished with a statement,reviewed by the Company's independent public accountants,which shall set forth the assets and liabilities of the Company as of the date of the Company's liquidation. Upon completion of the liquidation,the Operating Managers shall execute and cause to be filed Articles of Dissolution of the Company and any and all other documents necessary with respect to termination of the Company, ARTICLE XI Books and Reports A. The Operating Managers shall cause the Company to maintain the following records: 1. Complete and accurate books of account, in which shall be entered,fully and accurately, each and every transaction of the Company, shall be kept by the Operating Managers at the principal office of the Company. The fiscal year of the Company shall be the calendar year. The books of account of the Company shall be kept in accordance with sound accounting practices and principles applied in a consistent manner by the Company,provided however,that all methods of accounting and treating particular transactions shall be in accordance with the methods of accounting employed for Federal income tax purposes. All determinations by the Operating Managers with respect to the treatment of any item or its allocation for Federal, state or local tax purposes shall be binding upon all the Members unless the determination is inconsistent with any express provision of this Agreement. 2. A current list of the firll name and last known mailing address of each Member set forth in alphabetical order together with the contribution and share in profits and losses of each Member; a copy of the Articles of Organization of the Limited Liability Company and any amendments thereto; a copy of the Limited Liability Company Operating Agreement and any amendments thereto; a copy of the Limited Liability Company's Federal, l ' state a d loca Receive income tax returns for the three most recent fiscal years. . ...3. .Any Member shall have the right from time to time at IJAW,160smave his accountants and representatives examine and/or audit the books and records of the Company and the information referred to in this Section,and the Operating Mara 9viaananke s Abpeala books and records and information available for such examinations and/or audits. B. No value shall be placed for any purpose upon the Company name or the right to its use, or upon the goodwill of the Company or its business. Upon termination or dissolution of the Company(without reconstitution thereof)as provided in this Agreement,neither the Company name or the right to its use,nor the goodwill of the Company, shall be considered as an asset of the Company. C. The Operating Managers will cause to be sent to the Members within a reasonable period after the close of each year the following: (a)annual statements of the Company's gross receipts and operating expenses, and the capital accounts of each Member, prepared by the Company's independent public accountants, to be transmitted to each Member; and (b) a report to be transmitted to each Member indicating the Member's share of the Company's profit or loss for that year and the Member's allocable share of all items of income, gain,loss, deduction,and credit, for Federal income tax purposes. ARTICLE XII Tax Elections A. In the event of a transfer of a Member's interest, or upon the death of a Member,or in the event of the distribution of company property to any party hereto,the Company may (but need not necessarily)file an election, in accordance with section 754 of the Code to cause the basis of the Company Property to be adjusted for Federal income tax purposes, as provided by Sections 734 and 743 of the Code. ARTICLE XIII Miscellaneous A. Any notice or other communication under this Agreement shall be in writing and shall be considered given when mailed by registered or certified mail,return receipt requested,to the parties at the following addresses (or at such other address as a party shall have previously spdcified by notice to the others as the address to which notice shall be given to him): 1. If to the Company,to it in care of the Operating Managers at the address of the Company 2. If to the Operating Managers, to them at the address of the Company. 2. If to any Members,to him at his address set forth on the books and records of the Company. B. This Agreement contains a complete statement of all f h g po the arrangements among the parties with respect to the Company and cannot be changed or terminated or�l ie A any manner other than by a written agreement executed by all of the Members. There are no representations, agreements, arrangements or understandings, oral or written, between or avil 2024 the parties relating to the subject matter of this Agreement which are not fully expressed i is Agreement. Zoning Board of Appeals C. This Agreement shall be construed without regard to any presumption or other rule requiring construction against the party causing this Agreement to be drafted. D. This Agreement is intended to be performed in accordance with, and only to the extent permitted by, all applicable laws, ordinances, rules and regulations of the jurisdiction in which the Company does business. If any provision of this Agreement, or the application thereof to any person or circumstance, shall for any reason and to any extent, be invalid or unenforceable, the remainder of this Agreement and the application of that provision to other persons or circumstances shall not be affected, but rather shall be enforced to the extent permitted by law. E. Anything hereinbefore in this Agreement to the contrary notwithstanding, all references to the Property of the Company are deemed to include the profits, losses and Cash Flow of the Property. F. Irrespective of the place of execution or performance, this Agreement shall be governed in accordance with the laws of the State of New York applicable to agreements made and to be performed in the State of New York. G. The captions, headings and table of contents in this Agreement are solely for convenience of reference and shall not affect its interpretation. H. This Agreement may be executed in any number of counterparts, each of which shall be an original but all of which shall be deemed to constitute a single document. I. Whenever the context so requires, the male gender when used herein shall be deemed to include the female gender, the female gender shall be deemed to include the male gender, the singular shall be deemed to include the plural and the plural shall be deemed to include the singular. IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective as of the day and year first above written. An MEMBERS INFORMATION Received .. JAN 10 2024 NAME CAPITAL CONTRIBUTION zoning Soard-oppeals Anthony Geraci 167 High Farms Road, Glen Head,New York 100% l Y Board of Zoning Appeals of Zoning Appeals Application Received JAN 110 2024 AUTHORIZATION Zoning Board of Appeals (Where the Applicant is not the Owner) I; ANTHONY GERACI residing at 167 HIGH FARMS ROAD, (Print property owner's name) (Mailing Address) GLEN HEAD, NY 11545 do hereby authorize MARTIN D. FINNEGAN (Agent) to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. ECAE 149 LLC BY: MARTINDALE REALTY, LLC, SOLE MEMBER B Y GERACI, MANAGING MEMBER APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. ,, YOUR NAME: ANTHONY GERACI Received (Last name;first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) 1 fl A` O qo2 TYPE OF APPLICATION: (Check all that apply) �JH'V LA 't �alS Tax grievance Building Permit Zoning Board of App Variance %/ Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this�day o 2023 Signature EC LC Print Name BY: MARTINDALE REALTY LLC SOLE MEMBER ANTHONY E I, MANAGING MEM13ER • 1 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Martin D. Finnegan, Esq. (Last name,first name,middle initial,unless you are applying in the name of someone else or of e V ,-fib company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) JAN 10 2024 Tax grievance Building Permit Variance X Trustee Permit Zoning Board of Appeals Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this � of ,20 Signature Print Name Martin D. Finnegan, Esq. a t z ma- Z" Me io Nit � t _. :mot • / x n ':a x rpi a oN o Z CAD a *� "`j J t S z e v F 1 a £ • ' 17of21_ • • s a iS r• �yE • Y r r Q 1 Q� 1 c i i- Ste( W-�low— t a . .,,... 1. -r- 0 CD OLO 0 o CD !;-=-ot ITT • • �� ��. -*.;ors..,: � �A� �. '._ •; M■. y � --�...,.,�.,- a +r r a F � s 1 T G tY- ' i • � 1 'If Felt 'TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 . • o� Telephone.(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn�gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO: Building Inspector: 'Received Applications.and forms must be filled out in their entirety.'Incomplete' JAN 10 2024 applications will not be accepted:: Where the Applicant,is not the owner;an' Owner's Authorization form(Page 2)shall be completed. Zoning Board of Appeals Date:06/12/23 OWNER(S)OF PROPERTY:' " Name: Na SCTM # 1000-: Martindale Realty _ _.._ 35-5-34_ _ Project Address:520 SnucrHarbor Road Rhone#:917 841-5492_ Email: Mailing Address:PO BOX 464, Glen Head, NY 115.45 CONTACT PERSON: :. = Name:John H. Seifert RA Mailing Address:410 motor Parkway,5pite_35o, .Halppauge, NY 11788 Phone#:631 697-2930 _ _ _:..:_:- Email:jS@Wsisarch.com : .: DESIGN PROFESSIONAL INFORMATION: Name:John H Seifert, _RA WSJS Architects Mailing Address:410 Motor Parkway, Hauppauge, NY Phone#:631-697-2930 Email:jS@wSjSarch.com .CONTRACTOR INFORMATION: Name:Seifert Construction Mailing 1 A ddress:11780"_Sound_Ave, Mattituck,.NYy11952. . _: Phone#: 631 298-1036 Email:seifertbuilder's@gM.pll.com DESCRIPTION OF PROPOSED CONSTRUCTION` ❑New Structure BAddition igAlteration ❑Repair ❑Demolition Estimated Cost ofProject: ❑Other $1,200,000.00 Will the lot be re-graded? RYes ONO Will excess fill be removed from premises? ❑Yes ®No 1 7 PROPERTY.INFORMATION Existing use of property:Sin le faMil residence Intended use of property:S.In le famil residence _... -- _._g_._._ - y- -- - _..__ .._ - -.. -._-_g---._._r --y residence - . --- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to - - ------r-.._..__._..._ R-4Q this property? ❑Yes ©No IF YES, PROVIDE A COPY. ❑ Check;BOX-After,R6ading:`The owner/contractor/de sign.professional is responsible for all drainage.and storm:water issues as provided_by Chapter 236 of the Town Code. APPLICATION IS:HEREBY MADE to the Building Department for the issuance of a Building Permit,pursuant to th'e Building Zone: Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or.Regulations,for the construction of buildings, additions;alterations or for removal or demolition as herein described.The'applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on:premises and in buildings)for necessary inspections.False statements made herein are. punishable as a Class A misdemeanor-pursuant to Section 210AS of the'New York State Penal Law: nlud John H Seifert JQ N 1 o 24 Application Submitted By(print name): Authorized Agent ❑OwnerPe . Signature of Applicant: goali4t H s.. _... STATE OF NEW YORK) SS: COUNTY OF Suffolk ) John H Seifert being duly-sworn, deposes and says that (s)he is the,applicant (Name of individual signing contract) above named, (S)he is the Agent. . . (Contractor;Agent, Corporate Officer, etc.) of said owner or owners, and.is.duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are.true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Anthony Geraci. residing at Glen Head, NY do hereby authorize John H. Seifert to apply on my behalf to the Town of Southold Building Department for approval as described herein. 6/12/23 Owner's Signature Date Anthony Geraci Print Owner's Name 2 y. TOWN:, -O :SOUTHO'LD. . PitOPERTY. :JR RD STREET 2 O ... VILLAGE''.:.. _ _ -:-�� SUB; .:.. LOT'.. .. - ✓' /1 V'� da,r-D: MRM ER•O�(VNER J�✓I' 1� P.�I �SLIt `t N E �' ACR:. .3a3 W TYPE OF BUILDING. ' ate:'. .. lG1 .: SEAS:. : - VL. FARM COMM. CB. : . MICS: Mkt: Value a w�a 7a s. /Ja. rh -LAND:..;.,... - IMP: TOTAL DATE � REMARKS�f01,A16Ale i -17. L �'t" '�6=2 �.� l.D.'Swr+�► .�'on� G '6 o S 1S®Sc 41S 126 Dae is AGE BUILDING CONDITION :;NORMAL BELOW ABOVE :.. F e Value Per Value. _.c: ARM...- .Aar r(' t�-� Acre' (,e)q%PR.tn'e�i�l,� . /7 D® Ti{lob'ie. FRONTAGE ON WATER`: : : . ! Woodland:.. Nleodowl.and . .. DEPTH .::: - rJ - A4 -House PI'ot BULKHEAD ro Total: :. :� ...,. . .::. DOCK:.. CD n: 1x5S1 ., 11 is ,'' ••. t =.. rtr l • • f t ■ ■ 1oil■■MEN■■ ■■■ME ■■■■■■■ IS, ■�■®■ ■■■■■■■■ ■■■ ■�■ t , — ES IN 3rr''t �:C. 'U� '`"^' 'a" f `k 'f"Y",4� ,^'i''''z"ti.f „ •`:.;.y -n MIEN n rIRS ®�1■® ®■■ M-11 ■■■■®■■■ ■®®Ei■ems ■i►■■ ®■ • ■■■■■■■■■■MEN A ■ .�■■1 ■ • P • oor Rooms 2nd Floor. a I r 1 • .t ZBA CHECK FEES - 2024 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 1/10/2024 ECAE 149 LLC ,r7; 8 $2,250.00 1333 1/12/2024 1/11/2024 Dubon,Stephen 7890 $1,750.00 363 1/12/2024 1/12/2024 Segouin,Stephan 7891 $2,250.00 5112 1/12/2024 1/12/2024 Segouin,Stephan 7891 $2,500.00 5110 1/12/2024 $8,750.00 RECEIVE® JAN 1 6 2024 Southold Town Clerk + Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 01/16/24 Receipt#: 320871 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7889 $2,250.00 1 ZBA Application Fees 7890 $1,750.00 1 ZBA Application Fees 7891 $4,750.00 Total Paid: $8,750.00 Notes: Payment Type Amount Paid By CK#363 $1,750.00 Dubon, Stephen CK#1333 $2,250.00 Finnegan Law, P.C. CK#5110 $2,500.00 Segouin, Stephan CK#5112 $2,250.00 Segouin, Stephan Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Segouin, Stephan 5673 High Flyer Rd S Palm Beach Gardens, FL 33418 Clerk ID: JENNIFER Internal ID:7891 p p EpL� R RETAINING WALL PROJECT SCOPE i `--XITSORMNA WLLS AN.ADMINISTRATIVE AMENDMENT TO PERMIT Rppp�®Up P RETAINING WALL #9985 � W:6.7' -TV TO INSTALL A NORTHERN RETAILING WALL , FOLLOW THE GROUND CONTOURS. TO f' .' / T7C10 RETAINING WALLS .. ........ .. .. ; _ CONSTRUCT 2 SHORT WRAPPING AROUND BETWEEN BULKHEAD ! I j r ;'.; �•' AND HOUSE(OR POOL) �<"'-----_ --; y,',�; +o o.:. TOTAL LENGTH+-100',FEET LONG,WITH SET r' v w`=ryr �-•....� OF ACCESS STAIRS.I'FEET LONG AND 5 I FEET WIDE. ( 2-24"HIGH RETAINING WALLS TO I CONSIST OF UNTREATED HARDWOOD , } EXISTING DECK TO REMAIN LUMBER SHEATHING 6"PILINGS 6'ON CENTER,TWO 4X4 WHALERS 5 4 / f / CONTINUOUS.NATIVE PLANTING AREA �..;Y. 1 SEAWARD OF EACH_RETAl1VING WALL XISTING:NOWTURF;EIUFFER'TO':RENiAti Ppceive ALL AS,PER PLANS DATED ' NUARY 31, 2023. ,14 APR1 4 2U / EXITING POOL rf TO REMAIN BO&d 01 010N PLAN J EXISTING DECK TO REMAIN EXISTING DECK TO REMAIN sli• Gams^•t: , r ~ �52oSNUG'Hr1RBOR ., _ 'GREEN$ORT:NY i �•f � f I t—3 fa OBEMEROA1NItdG t SEAWARD OF WI'AIE HALL —�—DowAption '..'-APPROVED Retaining Wall Construction Martindale Realty LLC BOARD OF I RUSSTEES Anthony Geraci,Principal T(YWN OF SOUTHOLD � 520 SNUG HARBOR,GREENPORT, NY 11968 f' SCTM -1000-035:5!00-34 `1 TE >t{ '1�2, Prepared by:Dave B �I� P ergen+Ken Quigley Site Plan iin;�.�-q d��c HatL -P—Lawn ` Date:JANUARY 31;2023 } Drawing: E.1"=2Q' ' " Scale:AS NOTED 0' 10' 20' j l I .._ J J r . Glenn Goldsmith,President V .X� "'a'= Town Hall.tlnnex •„ p:`, 54375 Route 25 A.Nicholas M-upski,Vice President F.O. Box 1179 Cnoskl At " .. r:''�" -'t:� t Eric Sep . � ;. s; _a sw j Southold,Aea*York 11971 Liz.GillooIy Telephone(631)765 1592 Elizabeth Peeples �" u w." f �. P :� •r',. `•:_ra;'='" •;`�tl' Fax(631) i GI5-GG41 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 16, 2023 Received David Bergen APR'®5 2024 P.O. Box 1008 Cutchogue, NY, 11935 zoning Board of Appeals RE: MARTINDALE REALTY, LLC 520 SMUG HARBOR ROAD, GREENP'ORT SGTM# 100.0-35-5-34 Dear Mr. Bergen: The Board of'Town Trustees took the following action during its regular meeting held on Wednesday, February 15, 2023 regarding the above matter: WHEREAS, David Bergen on behalf of MARTINDALE REALTY, LLC applied to the Southold`Town Trustees for an Amendment to Wetland Permit#9985 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 3, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that'the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public.Hearing was held by the Town Trustees with respect to said application on.January 18, 2023 and February 15, 2023, at which.time all interested persons were given an-opportunity to be heard, and, I WHEREAS, the-structure complies with the standards set forth.in Chapter 275 of the Southold Town, Code, i . I f I 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of'the town, NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9985 to install a northern retaining wall along property line 40 feet long, elevation to follow ground contours plus construct two short retaining walls wrapping around between bulkhead and house (or pool) total length of approximately 100 ft. with set of access stairs with handrail 6' long and 5' wide. Two 24" high retaining walls to consist of untreated hardwood lumber sheathing, 6" pilings 6' on cent i�,, two 4"x4"whalers with continuous native plantings in areas seaward ng wall, existing rion=turf buffer;to,remairi;'and as depicted on the site plan prepared b Dave s�=-gen & Ken Quigley, dated 1.January 31, 2023, and stamped appro '4SF ary 15, 2023. This is not a determination from any other agency. Zoning Board of Appeals Sincerely, Glenn Gol smith, President Board.of Trustees i GG:dd ICI .: .• .ar.;,,� tin `i - � '� ss . . �„ �,� "''�79'"'• °� emsivscx.�:.wc�+m •nrnccernsa.. r_••v "� .. ` 'H39tVJv,♦ncm.g..you'M"_9L9t1e;•tV^�Vj r� c � w F. ,,Deceived �- � BOARD O tO �1��4J 31.h73�1Ou�M,}r�1�i yYJ�°�V'T7N T�l�at S - \ APR 0 5'2024 ; P dI�iRT NO.9935 DATE-. S }f Appeals ' ISSUED TO. a.m.Y.Y1VARD RO��IEIBA S i PRO TY A1DDRESSa 5LM SNuG �QR RQAD9 r� SCTYW 1000-35-5-34 _ AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Tower l� _ or Southo_d and in ,accordance with the Resolution of the Board of Tutees adopted at the meeting held on September 15.2021 &f and is consideration of application fa.,in the sum of 3250-00 paid by Leonard Rosenbamn and subject to the 4`t Terms and Conditions as slated in the Resolution,the Southold Town Board of Trustees authorizes and permits ° the following: I: t t , Wetland Permit to remove and replace 163'of balkhead aSing vinyl sheathing and Mse the Ievation to be 6 higher than;existing;follow ing e€arnplerion_of the new girt l b'ulkhead'dred y ge the area IiI'sPa v •ol restore�'depti�of with an Y-emit?ire �- g spoils go rezoaha�n site `••� ';�� and be used as bael�ll;eXisti'ng t�'X!0'caiatilevered platfgr-m seaward t�f b€t ead to be removed and replaced w;tis 4 x6'cantilevered platform;6stp.bjjsh e d an Perpetually Ma33it3aI➢2 IQ" ad ffit3n f:suer Iandtiv: ~ cif tla� a� i$a:ad;and as depicted on the site plra3 prepared o ` by EM Crowley,,d2fed jane 24,2021,'and stamped zpproved on September 15,2021. - j N WITNESS WUMMOR,the said Board of Trustees hereby causes its CmTor ate Seal to bean and these f -• �` s presents to be subscribed by a majority of the said Board as of the 151h day of September,2021. JS - {'i r ll•1 . - iLrC; ��r it U �v ti s� it _ —.�.. ZS+71:t3.��.fGL^:..-.:wh1i.6J.f:aoli..u�FF•Y:.R:Ov4ll: •,✓v . q t tFMARMWALL I PROJECT SCOPE AN ADMINISTRATIVE AMENDMENTTO PERMIT' —a4 wuERS—NEW WOOD RETANING WALL ///iI s'�' '�'TRE INGw� #9965 EXISTING / TO INSTALL A NORTHERN RETAILING WALL NON-TURF BUFFER-, EIRSTINGPOOL. ALONG PROPERTY LINE+40 FEET LONG TO N FOLLOW THE GROUND CONTOURS. EXISTING �'�• N i.li •/ CONSTRUCT 2 S ORT RETAININGWALLS I �EAD�\ s % ! //•r WRAPPING AROUND BETWEEN BULKHEAD AND HOUSE(OR POOL) N�IAM1MG W41 ' TOTAL LENGTH+-100 FEET LONG,WITH SET ~" OF ACCESS STAIRS.V FEET LONG AND 5 aa.,�wae T i 's` FEET WIDE. . 1C-0a ALONG BU110EAD^ +� 2.24"HIGH RETAINING WALLS TO fV EXnI GOE�K CONSIST OF UNTREATED HARDWOOD ] WIDE��_ �` TO REMAIN LUMBER SHEATHING. SEAWJ 6"PILINGS 6'ON CENTER,TWO 4X4 WHAL' PROPOSED LO AVg WALL 3 / CONTINUOUS NATIVE PLANTING AREA 64Y:4s'r��. SEAWARD OF EACH RETAINING WALL. PROPOSED UP N "` p .P �yy ` is y EXISTING NON-TURF BUFFER TO REMAIN. ALL AS PER PLANS DATED 3 Retaining Wall Section -(TYP) ���� JANUARY 31,2023, -- / PLANT B�Al1]U7G WALLS~ `` 'J, '•:`'I' r 'EXITING POOL TO REMAIN LOCATION PLAN �. Al>♦p� ��.�e `\�.rl ,' E70STIOEIX,�I• _ e. G TO REMAIN �� e.-r.i:•i_ .. � �;t. LOT 55 0 'S8l'Q7pp•S N�. T ;•+_..--7-... -----•_� EXWNG DECK _ _ I: :L: i - Y.1��..+'X1.t':'•.}`..yl�: •7 "•p ? 3 i +T,.- •.Y. lJt.SO'Iaw.,ol :C ��P['•��'TO REMAIN O '�n0'd ��• rN. LOT SI Ta jM u �- I `.!�:�Y .._ _ <••aa� {•pi" I \+� 5 1 I' _ a•I .�q CQi _ �S Y. - ::t..i ,•„yy'•'YNS. _ ,_._:..M SNUG.NMBOR; { i I .2:`:_;_:.= _ -'-�-=? •. - '.fie" '+.;�.^'£ s• •....t:i t i '' iS'mac 3 i flIKY �. E."- ,.,_.:.;::_::.'; ....:• .v"ar,`fit RS IrAI 0;1'''¢ A�'a° o �e ;Retaining Wall Construction t® ?Martindale Realty LLC O (D j Anth Cro ony Gerad,Principal O f 520 SNUG HARBOR,GREENPORT.NY 11968 1 SCTM=1000-035-5.0034--- - - _0 Prepared by:Dave Bergen+Ken Quigley I CD -- - _ (Site Plan 1 Existing Site Srjrve� Plan I 2 aining Wall Location Plan ;Date:JANUARY31,2023 Drawing: -- Al SCALEI"=10' I ,A1 SCALEI"-21 ;Scale:AS NOTED t Al 0' 20' 40' 0' 10' 20' BOARD OF APPEALS, TOWN OF SOUTHOLD _ p In the Matter of the Petition of NOTICE to the Board of Appeals of the Town of Southold TO: Helmer Kent Rhoda Weston YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to petition the Board of Appeals of the Toiwn of Southold to request a (Variance)) (the following relief: —permission erect a one—family home containing 22.8% of lot coverage 2. That the property which is the subject of the Petition is located adjacent to your property and is des- cribed as follows: North by Rhoda Weston, South by Helmer Kpnt, ragt_hy Snug Harbor Road, West by Dawn Lagoon and Gull Pond. i 3. That the property which is the subject of such Petition is located in the following zoning district: "A" Residential 4. That by such Petition,the undersigned will request the following relief: permission to erect a one—family dwelling containing 3,344. 42 square feet. 5. That the provisions of the Southold Town Zoning Code applicable to the relief sought by the under- signed are: Arti r--1 a TTT , San+inn 1 00_31, 6. That within five days from the date hereof, a written Petition requesting the relief specified above will be filed in the Southold Town Clerk's Office at Main Road, Southold, New York and you may then and there examine the same during regular office hours. 7. That before the relief sought may be granted,a public hearing must be held on the matter by the Board of Appeals;that a notice of such hearing must be published at least five days prior to the date of such hearing in the Suffolk Times and in the Long Island Traveler-Mattituck Watchman, newspapers published in the Town of Southold and designated for the publication of such notices;that you or your representative have the right to appear and be heard at such hearing. Dated: March 2, 1978 ov Petitidnel Angelo Francis Corva Post Office Address 159 Great Neck Road Great Neck, NY 11021 After investigation and inspection, the Bqard finds that the applicant requests permission to construct 41welling exceeding maximum lot coverage, Snug Harbor Road, Greenport, New York,. The findings of- the Board are that the 'Board is in agreement with the reasoning of the applicant. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Angelo Francis Corva, 159 Great Neck Road, Great Neck, New York a/c Dr. Simkin be GRANTED permission to construct dwelling exceeding maximum lot coverage, Snug Harbor Road, Greenport, New York, Lot #54, Cleaves Point, Filed Map #4650, as applied for. Vote of the Board: Ayes: - Messrs: Gillispie, Grigonis, Doyen, Maimone. woo —Hit .1 _ oIle E _ coveRA — .�1`1"� �`�::�.I�.. . . __._.....___...--- .tip►� •��'95� , 1NYOI1ddY .LI • la9AOtlddV '8301AH3S -H.L1Y3H d0 ld9a '07 N10ddns at0 8a2iyawLB 3Hl Ol WHOdN00 111M 3ON30 '1SMI SIHI 610d 8W3J.SAS 1YSoasla 13yV(3 30vmaag QNY A1ddn1 "iVM 3Hl AINO No L7namN00 90 ZVAOVddV HOA .O 1NXLN1 a!O 1N3W3.LY.LS 632JAMAIN HVIV3H 40'1dAcl ',dAns r 'A'N -lWGdN arl"HOAaAvna aN1r1-on ._.,,�� .N '�t��rl►.cno ..':moo /VMO- 'O •d ''Ilan NVA X31*9aoil 6L61 aJd3N IV39 dwvAa I OWFAM1 w� /y � , j «N to fNO11n111STq lvNo11t�00v Ol {/ V ?WmfiNr11 LOW Pv sm"vaVMJ-I<OIlf11 d � +-:•' 111N1 9NIC.";RI10 S1;N7:SSv iNl OJ N-uu ONv,mo!rH O11SI1 NC11,11'l',;.I 9`110N31 A2N1DV 1vJNlWKa9ACn'A\V4WO3 11111 1141 nl nvlfrg SIN tl0 b::V'011vilud SI 1 1AN11S 1Nl Wrn:N,y01!:OS':?r::11 Ol A1N0 nc Nlfl 71V11;NO3y3IJ a:lv�lONI SiJ1NVyVflO - R/7 � ,`. _ � ' 'Aao:)iml 011VA V 11 Ol �? " 014101SN0:)la LCN 11VNS iv1S a1S501Wi ol f f1 J • C 30 lyn a'XNI S-VOAIA!flS OlqVi 01#1 DNlyvn 100 dVW AiAIM SIN110 Slldo� ! ��y q ' Mvl N011r�flal i _Too A. UV1S 1RIOA AIN an 10 6ggi#011M SS 1 110 NOUV101A V SO AJAMS SSNI Ol Ny0 111 •�. �;•'aA''1.,'. �� .+ .� . 11011V!0 MOIlrniw o;n 1/1VAY' '7 r ,• _ f c I dIP, ; odile .. o AM+&%IIAL , b =fir aio.' t< r�. +� i °01 `V �� .mil 'Fh, \� Pr7 •, T ,1m. �• �, � G1l � 1 ------..cam �. ` � ! ` `.� � �'��.__•- ._.. ...._ .__ ..-. .� __ � +yam 1 � s7,C,C s r.;1�jn.1nS N N• . :C3ZRa :,. 'i,. •t; fiy ..-.�li�`C'�I ;; a°:.s.:a l�rt wvr;,� 7 r71/y1/v 1 :HXNMd F 00-A •S t ��ns JN j 7�'!/'>!;; 7'7c?Jf�X���J '2!Q , TOWN'OF SOUTHOLD -�r;�'� Ll.-L ZONING BOARD OF APPEALS Appeal No. SOtiTHOLD, NEW YORK AFFIDAVIT OF In the IN/latter of the Application of: MAILINGS ECAE 149 LLC (Name of Applicant/Owner) 520 SNUG HARBOR ROAD, GREENPORT SCTM No. 1000- 035.00-05.00-034.000 (.Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK SPATE OF NEW YORK I, Owner, � � Agent MARTIN D. FINNEGAN ( ) ( V) d/b/a 13250 MAIN ROAD, MATTITUCK New York, being duly sworn., deposes and says that: On the 18th day of March 2024, 1 personally niailed at the United States Post Office in MATTITUCK , New York, by CERTIFIED iv1AIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the W Assessors, or( ) County Real' Property Office, for every property which abuts and is across a.Public or private street, or vehicular right-of=way of record, surrounding the appli- erty. (Signature) . Sworn to before me this SCHWEITZER ANNALISE 18th day of' March , 20 24 NOTARY PUBLIC-STATE OF NEW YORK - NO.01SC6409457 QUALIFIED IN SUFFOLK COUNTY jj �� MY COMMISSION EXPIRES SEP 28,20� (Notary Public) PLEASE list on the back of this Affidayit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original LISPS receipts and mailing confirmations to be submitted to the %BA Office along.with this form completed, signed and notarized. IY t TOWN OF SOUTHOLD � �C t�C 14CA Lam' ZONING BOARD .OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POST"ING ECAE 149 LLC (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I, MARTIN D. FINNEGAN d/b/a 13250 MAIN ROAD, MATTITUCK New Yorh, being duly sworn,:depose and say that: I.am the ( ) Owner or(\4 Agent'for owner of the subject property th On the: �9 day of March ; 2024, I personally placed the `I'own's . Official Poster on subject.property located at' 520 SNUG HARBOR ROAD GREENPORT, NY 11944 The poster s(lall be prominently displayed on.the premises facing each public or private street which the;property involved ill the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the.public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately-preceding the date of the public hearina of APRIL 4, 2024 7 (Owner/Ap Signat Sworn to before me this Day of MARCH 2O24 i SCHWEITZER ANNALISE (rotary Public) NOTARY PUBLIC-STATE OF NEW YORK NO.01 SC6409457 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES SEP 28,20 A-L 3/29/24,2:09 PM USPS.comO-USPS Tracking®Results, USPS Tracking FAQs > Tracking Number: Remove X 9589071052700683838492 Copy Add to Informed Delivery(https:Hinformeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 2:20 pm on March 28, 2024 in LONG BEACH, NY 11561. Get More Out of USPS Tracking: USPS Tracking Plus® m a Delivered 77 ly Delivered, Individual Picked Up at Post Office LONG BEACH, NY 11561 March 28, 2024, 2:20 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus® u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/go/TrackConfirmAction?tRef=fulipage&tLc=2&text28777=&tLabels=9589071052700683838492%2C 1/2 3/29/24,2:10 PM USPS.com@-USPS Tracking@ Rev,,"', USPS Tracking® FAQs > Tracking Number: Remove X 9589071052700683838508 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. Get More Out of USPS Tracking: m USPS Tracking Plus® n Cr v 0 1 Moving Through Network In Transit to Next Facility March 27, 2024 i Arrived at USPS Regional Origin Facility NEW YORK NY DISTRIBUTION CENTER March 23, 2024, 8:53 pm Forwarded GREENPORT, NY March 20, 2024, 8:46 am Out for Delivery GREENPORT, NY 11944 March 20, 2024, 8:34 am Arrived at Post Office GREENPORT, NY 11944 March 20, 2024, 8:23 am Arrived at USPS Regional Facility I https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700683838508°/`2C 1/2 3/29124,2:10 PM USPS.com@-USPS Tracking@ Results_ MID NY DISTRIBUTION CENTEI=--- March 18, 2024, 9:25 pm USPS in possession of item Jul MATTITUCK, NY 11952 March 18, 2024, 11:10 am i Hide Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking Plus@ u Product Information u See Less Track Another Package Enter tracking or barcode numbers Need More Help? Contact USPS Tracking support for further assistance. FAQs https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700683838508%2C 2/2 MAILING LIST ZONING BOAROAD OF APPEALS VARIANCE APPLICATION PUBLIC HEARING ECAE 149 LLC #7889 520 SNUG HARBOR ROAD, GREENPORT, NY 11944 SCTM #1000-035.00-05.00-034.000 35.-5-35 - 600 Snug Harbor Road N/A - Owner is Applicant 35.-5-29 - Underwater Lands (Dawn Lagoon) Cleaves Point Property Owners Association PO Box 507 Greenport, NY 11944 35.-4-17 - Underwater Lands (Gull Pond) Town of Southold PO Box 1179 Southold, NY 11971 35.-5-33 - 450 Snug Harbor Road Vincent M. Claps Barbara H. Claps 450 Snug Harbor Road Greenport, NY 11944 35.-6-8 - 475 Snug Harbor Road Patrick J. Socci Cecilia Socci 780 W. Broadway, Apt. 4B Long Beach, NY 11561 ru � � o � ru Pomestic Mail Only ,� . o ■ sj •• , • • Grey"r'ri3gr °...t4Y,'1 "3�r41 Salf i; ; '� •c > Ln d, �a tiol Certified Mai(Fee. act m (( G Certified Mail Fee I 4$ .1F. �I� �1 m .. .D Extra Services&Fees(check box,add fee tdpp ete) 1 c - tfi ..D Extra Services&Fees checkbox,add fee s C.� ❑Return Receipt(hardcopy) $ $i U 00 �-- 2 O ( p p�yate) ` •, '= ,.y ❑Return Receipt(electronic) $ .�+� 4= Ptmark ly I ❑Return Receipt(hardcopy) $ C3 ❑Certified Mall Restricted Delivery $ Mere t.rl 0 Return Receipt(electronic) $ pOS mark "•` f 1- ❑Adult Signature Required $ '--_"" I-- I ❑Certified Mall Restricted Delivery $_ d•- i EIBre n lfrfTT1 �� El Adult Signature Required !I° ,.. []Adult Signature Restricted Delivery$ ,.. ram- $ •. Ln Postage o� r+ ❑Adult Signature Restricted Delivery$ -I I N 1 1.1 ;f.-;. G� Postage r r R Total Postage and Fees ?IAFi`� ri Total Postage and Fees C3 �9.211 Sel: ..................._ O eaves Point POA Sent To Er ro _--------------- rr, Town of Southold Ln PO Box 507 ca $treetar` _ sn j ------------ PO Box 1179 Q' c" Greenport. NY 11944 Q' airy sraE J Southold, NY 11971 TI • ■ •'sttiil Service - - CERTIFIED tJ RECEIPT. I ; cO CERTIFIED o ■ ■ Domeslic Mail Only C3 Dorn6stic,Mail 1 cO For delivery information',visit our website at wWw R1 Lfarm Beac: ; y Y r,,r, l.; ; .1 ,,, m `,-..s,. L. '.. _ i'__ �( ... ;s...... �.- y ram _ 3 .C174, Certified Mall Fee _ -I 3 t. 'A .; rn $4°4 fI r c ;•, Certified Mail Fee r co $ .D Extra SeNICOS&Fees(check box,add fee as, rn l e) c 52 It I $ ❑Return Receipt(hardcopy) $ �ji_ I i_I -;';J :1,1''a Extra Services&Fees(checkbox,add lee a tgpp Q ❑Return Receipt(hardcopy) $ 11 111 I d e ❑Return Receipt(electronic) $ < a Ill-[ •l Postmark. -.LLL '- PCSt�ITlark r'1 C3 []Certified Mail Restricted Delivery $ d i= i;i i Here<., Return Receipt(electronic) $ to i I (ti ❑Adult Signature Required $ — ' •--', C3 ❑Certified Mall Restricted Delivery $ m'�;;�— I ere ru t r ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ - �( Lr) Postage _ ❑Adult Signature Restricted Delivery$ $1.16 Postage NTl# P gaandFees lu�j.°/,7i1;�yr C3 $, l,! r-1 Total Postage and Fees _3 ..8 4 Sent To Patrick-J. Socci r3 $`•s9.�1 i Sent To rNincent M. Claps Streetanc Cecilia Socci ----- ______ ' cp Streetanc Bar Ln , bard H. Claps Er dry state` 780 W. Broadway, Apt. 4B Ln ___ D, clay srate 450 Snug Harbor Road Long Beach, NY 11561 Greenport, NY 11944 . COMPLETE / ■ Complete items 1,2,and 3. A. Sg at ■ Print your name and address on the reverse 7 X ❑Agent so that we can return the card to you. y ❑Addressee 1 ■ Attach this card to the back of the mailpiece, eceived by ted Name) C. Date of Delivery or on the front if space permits. (ZJ, 1. Article Addressed to: m D. Is delivery address different from ite 1? ElYes _ ~� ^� � If YES,enter delivery address below: ❑No ,:Town of Southold PO Box 1179 Southold, Ny 11971 l i 3. Service Type I'll I'IIIIIlI l IIII III I IIII I I IIII'I III ❑Priority Mail Express® ❑Adult Signature ❑Registered MaljTM ❑ dult Signature Restricted Delivery ❑Registered Mail Restricted Ji[Certified Mal(® Delivery 9590 9402 8241 3030 7839 73 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery n_r �,..ad Mail 9589 0 710 5270 0683 8385 15 'ad M)it Restricted Delivery PS Form;3�';,l ,luly 2020 PSNi75301,02-000-0053� i ( . . l t . I 1 .! ! Domestic Return Receipt OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexe �*0f SOUry� P.O. Box 1179 54375 State Road Route 25 ,`O l0 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY N Telephone: 631 765-1809 �OQ http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, APRIL 4, 2024 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, APRIL 4. 2024: 10:40 A.M. - ECAE 149 LLC-C/O ANTHONY GERACI #7889 - Request for Variances from Article XXIII, Section 280-124; Chapter XXXVI, Section 280-207; Chapter XXXVI, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition)an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; 3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area; 4)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj. to Gull Pond Inlet), Greenport, NY. SCTM No. 1000-35-5-34. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals (ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: March 21, 2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/LISPS) P.O. Box 1179 Southold, NY 11971-0959 f Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 L Southold, New York 11971-0959 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: March 4, 2024 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually, for health and safety reasons, we will continue via Zoom Webinar, as well. Therefore, the April 4, 2024 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. �FBeloW,please see.iristructions required to prepare far the ZBA public hearing which includes ?PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than March-28, 2024. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is do signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by March 28, 2024,'verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by USPST Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by March 18,2024. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf(cr�,southoldtownny.gov or elizabeth.sakarellosgtown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors > Assessment Books/Tax Rolls> https://southoldtownny.gov/DocumentCenter/View/9694/rTentativeRo112023 II PMPM ORTANT INSTRUCTIONS: Scan and:email`the.'USPS mailing receipts;.green signature cards and affidavits,to �kimf(a�southoldto vnny".gov, and.,** PROMPTLY USPS MAIL'I* the ORIGINAI;S to the Tovvn'of°Southold, ZBA, P.O Box 1179, Southold, N`Y'11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes —Board Assistant l , ,Laserfiche Instructions for Zoning Board of Appeals Records Uzi-11-111ti-10 �,tn Q Gwrernmeu �rvice isitln Etmv Do I._ 4 h II aY v: t �• - AL -;yti. ..r;r ��': .x..� F� ,i/qqq✓,r. �>:..�:.tj:.�-P .�,..,;a..,+-<' `Tim�f`4 �.1,�• ^.>� i:Z r. =%%��.' I'ltiotI i17e�. 11M l.' ,Agendas&=.�aC:"'� awn+Code:.•;"..OnlirigP�cmenti;%'�,j{YisvtiEteiiords;; r'?�loims�ri• 1� �'vtR6311t�;i;;Yeti!in`+flaui5etic=;''�'!kbit?tvdp`ttlitiiiQru;• <.j" )Sigi yip co ieSene, i�t .�,-lfinutu.'" ,ti,..; Y WS} .,�'-,'�., t%=. 'i�, '"' :'3 •'�f�%S;'.'"•`:�_ . . ., Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche LaserflcheWebLink NyWEol.ink fE'P Axm 9gnOe: Home Srov a Search TownOfSouthold TownOfSouthold Name Page rount 7emptate name . s Entry Properties r Town Historlan Path "�Trustees Tc'rOES[J,Jd x,n Zoning Board Of Apceals tZSA) Creation date -. .. ..' .... ` 3;S20te,t1,52,11 AM Page 2 Of 2 F:,st 2 1 � 29 Entries Last modified 2 Metadata N�meLadan wWT-X-9 ba..+• � mw^..r, e r .ne nm�. ..nA.,ra�._^.Lu. •rcc.,m Above: -The second of two pages you will find "Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. i Laserfiche Instructions ZBA Files Page 2 Laserfiche Weblmk }'A''++'-ot.^k:"e:p'Acc i >ignouc Home Browse Search io vnOflou*.hald>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count (ZBA) �Alpha Atli IrMe+t 2 Entry Properties Board Acdonz n_I Laserfiche>earch Guides Path i Meeting Schedules ?ownC)F_:0uif•:0L-hZc:ti sra'Tcar of Ap:;eais(ZBA) Mini-VAgendaNLegal NoticeSMearings Creation date in Pending 71'Orr r)(Y.12:17:[r.PAS in Repasts Last modified v.�Special Event Permits :S.:At,, ar23.2C'7 S I:C7 1 u71 Training Requirements ZBA Dfoals 2 Mefdddld r✓i ZBA Policies Ht?nifl Cdat-t 0-mivlyd :j Excepdons List Code 290-1 GC(3) 1 j jurisdiction Listing 1 _ j ZBA Book of Mapped 1977 Existing Lots 1 B9 —duce&R-1 s :p A.WPep-smmrsUce2 ,y Bulk schedules 5 Agreements,Centracts&Leases Pap 10t 1 A Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. LaserficheWebUnk ,Y: Myr+etit,nk 1'elp Ab-t Sign Out Home Browse Search TC.-OtS0ufh010?Zoning a 3osd Of AppeBL(ZEA)•Board A[[IOnS Name Page count Template name Board Actions <�1957-1979 z Entry Properties ...i 1950.1999 Path 2000 rc v.nOfSoas:oiu^^-Zulir;d SC,td Of Appeals�EA;;B.aN&!11,y .:2001 Creation date -^.'2002 .-D 2003 Last modified a 2007 3.2812C17 f 1:3oM,AAt zoos R Metadata 2006 2007 meuci assigned 2008 20G9 2010 &Rculh trtNp+Pr_r✓:ilse'1 1 ,�2011 7 ,t 2012 013 ,s :2016 t:;2015 n 2016 2017 -- fta Pending .......... .... ..... ... .. Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 1— browse 3e—h 2017 36. Pat, 93 Ce, —1d —1d—x 75 Bdara am— lass modified 3oard ama-�s _j, Is M.ad,,. Board aplars Sa.d Morn 7e. se Board aNms —d I—, —d actions 64 —d Vc 9oaN anions 73 Above: See listed File Numbers. Click on file you are searching. cashe[ Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLink Home Browse Search C"`­"e So'ch 7,] Sort results by, Relevance Records Ma-qr,—t Search nl 7016 Board Actions 33page(s) Fad name Chao.field Page count:83 Template name:Board Actions ReSit .e 3 Win and Kristen Cashel PROPERTY LOCATION:162'—er Shingle W1.Fisher oago.1 19,2017 97016.Cashel SCTIVI No.1000-9-1-26 minimus approval to rema... Ugw�� age 5 y 192017#7016.Cashel SCTM No.1000-9-1-26 GRANT.Lhe variances as Search ".,9 COLIN 2.KRISTEN CASHEL SECTION 009 BLOC Page 20...Thomas Ahlgren(Ca,h,l).PO Box 342 Rshe,s istand,NY z z Show more information 19 7018 Board Actions 56 pages) Page count:56 Template name:Board Actions cage-18...9:30 AM.-COUN CASHEL AND Variances under Article Id.Secuon ANN... Page 48—ame(s)KRISTEN CASHEL#7016 Request proposed trellis located in other ma... Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111--l-1. Laserfiche Instructions ZBA Files Page 4 Laserfiche WebLink % -; My'weln,nk I Help.At-A 5, Home Browse Search TownOfSouthc id>Zoning Board of Appeals RBAI Mlnutes/Agendas/Legal Notkes/Hearings Minutes/Agendas/Legal Name Page count .iempiatename,j� Notices/Hearings :2 1957-1979 R Entry Properties 1980-1999 -...__-.....__-.-__. .__. _... .. 2000.2009 - pat 2010 TownOfSoutholdtZaninR Board ci App,ti is - (M 2011 , {e'BAAM1nut�JAge!1da V'segat Notice4Prliean;t<;S A7 2017 Creation date 4",J 2013 7/`:W 200 1 2:57:40 P11 ;Tj 2014 Last modified n 2015 120W-1-^15 2:15:14:11V- `3 2016 A Metadata f_l 2017 No metadata zi'Fed Page 1 of 1 11 Ent, _«•.-«. .�...o-,•.,x..a«.1 w.a.w.ew a c nJ.w;tub-_..•-:•��:••••• Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche WebLink • Mywebl-ink I Help. About I Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Heanngs>2017 2017 Name Pagecount Template name v ZBA-0110512017 7 z Entry Properties �.ZBA-01/0512017 Agenda � Path -]ZBA-01,'05,2017 Nearing 40 TmmOfSouth.010�.Zonmg?card of Appeals ,z•ZBA-01105/2017 LN 3 rZ5ANMmutes!R3enG85iLeS31 �_ £BA-01/19/2017 2 NOUceS/Heanng51201I ZBA-01/1920t7 Agenda 2 Creation date 12/1.612016 2:1-,14 PM R�ZBA-02l02/2017 � Last modified ,I ZBA-02/0212017 Agenda a 611 n/7017 a:53:59 PM ZBA-02/0212017 Hearing 45 2 Metadata -;,ZBA-02/02!2017 LN 3 ]ZBA-02l1612017 Agenda 3 No ntetaddta assigned 3 ZBA-02/1612017 Special _ed—&Resuks ZBA-0310212017 7 ,M mh.Wpap- wr:Uses2 ZBA-03/0220l7 Agenda 4 ZBA-03102/2017 Hearing 65 `ZBA-03/02/2017 LN ZBA-0311612017 Agenda 3 ZB.A-03116/2017 Special 3 •ZB.A-04/0612017 5 ZBA-O4106/2017 Agenda 4 ZBA-04/0612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. S ZIP -�7 ..1 µto. ,.. �1� �� ^� �. �� ♦ j�„ .� �.. a ,� ', NAME'^e1••HECAE CTM p• iq8 LLC1A aGERACI#7889 S VARIANCE:YARD SETBACI( j/� �`r J �}'_ Ir•�-' ^' EXCEEDS l0T COVERAGE, . - S'^ a GROSS FLOOR ; PLANE AREA E SKY REQUEST: DEMOLISH(NSOUTHOLD TOWN �•}4, � tu" y DEF,(EXISTIG i C DWEIIING A SINOIE FAMILY ,'♦�• SINGIE FAILY'INSTRUCT NEW THURS.AI,',­ q,WELLINGO:gOAM110 (' w _ tw 'T /�+'r`• �,►�, '-�',.- y r�`+ � ' � Mils...-" �!;� .,�-.�'� �C y � .�_r.-�_''�.i..� -yi (7Sr! � ' t ± �1^'.rr7F:.�• ,�, e� i�� `�f�-,: �3 Ai�1�' 's• 1_ '�r'�`'1�. 'J `�' 3�� � "`•1�jv��"� ttttt�."��I����� �"• � yr,; ��` i 1 COMPLETE / ON DELIVERY SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3. A. Signature ❑Agent ■ Print your name and address on the reverse I X ❑Addressee I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I, ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1._Article Address to: D:Is delivery-address different from item 17 ❑Yes j r -- :--------- v if YES,enter delivery address below: ❑No Cleaves Point_POA l PO Box 507 - f` J Greenport, 1VY_11944 '' l l. ...J__;._,.:._...._, _..._. W .......... a................_:: 3. Service Type ❑Priority Mail Express8 I, � Ill llll'I I'll I'I I II III I IIII III I II II I II III II III ❑Adult Si Restricted ❑Registered Mail I, ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted, Certified Mall® Delivery 9590 9402 8241 3030 7839 66 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationT"' ❑Signature Confirmation ❑Collect on Delivery g _ ❑Collect on Delivery Restricted Delivery Restricted Delivery —2. Article Number(Transfer-from service label)—__e id all 1isuret� 958 9 �7�,C11 15�7' 61 l0 i 8 3 18 ��5 t,2 i I ,�Vef$all R stricteld Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 t —— Domestic Return Receipt -{f V st f I c, LEGAL NOTICE 1THOLD TOWN ZONING BOARD OF APPEALS THURSDAY,APRIL 4,2024 at 10:00 AM _ PUBLIC HEARINGS "l Iv NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959,on THURSDAY.APRIL 4.2024: The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at hftp://southoldtownny.gov/calendar.aspx. 10:00 A.M.-CHRISTOPHER AND ANGELA JEFFREY#7886-Request for Variances from,Article XXIII,Section 280-124 and the Building Inspector's November 8,2023 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing single family dwelling;1)located less than the code required minimum side yard setback of 10 feet;2)located less than the code required minimum combined side yard setback of 25 feet;3)more than the code permitted maximum lot coverage of 20%;located at:5875 Great Peconic Bay Blvd,Laurel,NY. SCTM No.1000-128-1-3. 10:10 A.M.-PAUL TOOBIAN#7887-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's December 28,2023 Notice of Disapproval based on an application for a permit to legalize"as built"demolition(as per Town Definition)of a dwelling and reconstruct a single family dwelling; 1) located less than the code required minimum front yard setback of 40 feet; located at: 15775 County Road 48, Cutchogue,NY. SCTM No.1000-101-1-12. 10.20 A.M. - BARBARA AND KIMON THERMOS/TUCK REALTY LLC/ALEXANDER KAPETANOS #7888- Request for Variances from Article IV, Section 280-18 and the Building.Inspector's December 4,2023 Notice of Disapproval based on an application for a lot line change;to split lot no. 1000-99-1-20 and adding equal parts to two adjoining lots;1)two lots measuring less than the code required minimum lot size of 40,000 sq.ft.;2) two lots measuring less than the code required minimum lot width of 150 feet;3)two lots measuring less than the codeirequired minimum lot depth of 175 feet;located at:355 Sound Beach Drive,405 Sound Beach Drive and 455 Sound Beach Drive,Mattituck,NY. SCTM Nos.1000-199-1- 19,1000-99-1-20 and 1000-99-1-21. 10.30 A.M.-STEPHEN DUBON AND JACQUELINE DUBON#7890-Request for Variances from Article III,Section 280-15;Article XXXIII,Section 280-124;and the Building Inspector's December 14,2023, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum front yard setback 35 feet;2) located less than the code required minimum rear yard setback 35 feet;3)existing shed located in other than the code permitted rear yard;located at 5605 Stillwater Avenue,(Adj.to Eugenes Creek)Cutchogue,NY. SCTM No.1000-137-4-3.2. 10:40 A.M.- ECAE 149 LLC-C/O ANTHONY GERACI 409891L,Request for Variances from Article XXIII, Section 280-124; Chapter XXXIV, Section 280-207; Chapter XXXIV, Section 280-208; and the Building Inspector's October 31, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; 1) located less than the code required minimum rear yard setback of 35 feet;2) more than the code permitted maximum lot coverage of 20%;3) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet in area;4)the construction exceeds the permitted sky plane as defined in Article I, Section 280-4 of the Town Code; located at: 520 Snug Harbor Road (Adj. to Gull Pond Inlet), Greenport,NY.SCTM No.1000-35-5-34. 10:50 A.M.-STEPHANE SEGOUIN#7891 -Request for Variances from Article XXII,Section 280-280-116A(1);Article XXIII,Section 280-124;Article XXXVI, Section 280-208A; and the Building Inspector's November 8, 2023, Amended December 13, 2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single family dwelling,a new accessory in-ground swimming pool,and to legalize two as built accessory decks;at; 1) more than the code permitted maximum lot coverage of 20%;2)dwelling located less than the code required minimum side yard setback of 7.5 feet;3)dwelling exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;4) dwelling located less than the code required 100 feet from the top of the bluff;5)swimming pool located less than the code required 100 feet from the top of the bluff.;6)accessory deck located less than the code required 100 feet from the top of the bluff;7)accessory deck located seaward of the top of the bluff;located at 310 the Strand,(Adj.to Long Island Sound)East Marion,NY. SCTM No.1000-21-5-5. 11:00 A.M.-SEBASTIEN GAGNON AND CHERYL HAN #7892-Request for Variances from Article IV,Section 280-18;Article XXXVI,Section 280- 207;and the Building Inspector's November 15,2023,Amended December 7,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling;at;1)located less than the'code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane,Peconic,NY. SCTM No.1000-98-3-7.1. 1:00 P.M.- ROBERT M.VELLA,JR.#7895-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's January 12, 2024, Notice of Disapproval based on an application for a permit to legalize an "as built" roofed over on grade patio addition attached to an existing single family dwelling;at; 1)located less than the code required minimum rear yard setback of 35 feet;located at:60 Gagens Landing Road,Southold,Peconic,NY. SCTM No.1000-70-10-16. 1:10 P.M.—DIANE M. BOUCHER#7908- Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's December 8, 2023 Notice of Disapproval based on an application for a permit to construct a 144 sq.ft.accessory shed that does not require a building permit; 1)more than the code permitted maximum lot coverage of 20%;located at:5645 Pequash Avenue,Cutchogue,NY. SCTM No.1000-110-6-2. 1:20 P.M.'-JAMES HUETTENMOSER#7884—(Adjourned from March 7,2024) Request for Variances from Article XXIII,Section 280-124;Article XXXVI, Section 280-207; Article XXXVI, Section 280-208; and the Building Inspector's November 8, 2023 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new two-story single family dwelling; at; 1)located less than the code required minimum front yard setback of 35 feet;2) located less than the code required minimum side yard setback of 10 feet;3) located less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted,maximum average building height of 35 feet;5)more than the code permitted maximum lot coverage of 20%;6)gross floor area exceeding the permitted maximum square footage for lot containing up to 20,000 square feet in area; 7)the construction exceeds the permitted sky plane as defined in Article I,Section 280-4 of the Town Code;located at:2235 Cedar Lane,(Adj.to Spring Pond) East Marion,NY. SCTM No.1000-37-4-7. The Board of Appeals will hear all persons or their representatives,desiring to be heard at each hearing,and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending.Click Link: htto://24.38.28.228:2040/weblin k/Browse.asr)x?dbid=0. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southo/dtownny.gov. Dated: March 21,2024 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN"CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 11971-0959 1 E 1. 53 81 aa95 Kidlf@SO utho ldtowmiy.go v AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk County, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County, New York.I certify that the public notice,a printed copy of which is attached hereto,was printed and published in this newspaper on the following dates: 03/28/2024 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county, and as such,is eligible to publish such notices. Signature Christina Henke Rea Printed Name DOUGLASWREA Digitally signed Notary Public•State of New York by douglas w rea NO.OIRE6398443 Date: 2024.04.06) Subscribed and sworn to before me, Qualified in Albany County 12:19:26 +00:00 My Commission Expires Sep 30,2027 This 06 day of April 2024 Notary Signature Notary Public Stamp VWj4,0FU rd' �31�+ ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Received ---------------------------------------------------------X In the Matter of the Application of APR '4.3 2024 ECAE 149 LLC Zoning Board of Appeals ZBA FILE #7889 For a variance from the requirements of Sections 280-124 and 280-207 of the Code of the Town of Southold ---------------------------------------------------------X l MEMORANDUM OF LAW OF APPLICANT, ECAE 149 LLC, IN SUPPORT OF THE RELIEF REQUESTED FINNEGAN LAW, P.C. Attorneys for Applicant By: Martin D. Finnegan, Esq. 13250 Main Road Mattituck, New York 11952 (631) 315-6070 Dated: April 3, 2024 1 STATEMENT OF FACTS The Applicant, ECAE 149 LLC, is seeking by way of this appeal from the Building Inspector's Notice of Disapproval, dated October 31, 2023, for a building permit to demolish (by Town Code definition) their existing three-story single-family residence and construct a new two-story single-family dwelling, the following relief from this Board: 1) A variance from the requirements of Section 280-207 to allow construction of the home with a Gross Floor area of 4,237 SF where the maximum per code is 2,702 SF; 2) Variances from the requirements of Section 280-124 to allow lot coverage of 23.4% where 20% is the maximum and rear yard setback relief to allow construction to occur 24.54 feet from the rear property line where 35 feet is the minimum setback. It is noteworthy that the Applicant will be submitting a revised set of plans for the record that will eliminate the need for a sky plane variance by reducing the overall mass of the house. The subject parcel is a nonconforming, irregularly shaped 14,817 SF parcel in the R40 zoning district located on Snug Harbor Road in Greenport adjacent to Gull Pond and Dawn Lagoon. The relief sought is to allow the proposed construction to occur within the footprint of the existing house with no new ground disturbance and no increase in the degree of pre-existing nonconforming lot coverage, GFA or rear yard setback. 2 A review of the survey, site plan and Zoning Data chart confirms that the existing lot coverage is 26.5%; the existing GFA is 4,379 SF; and the existing rear yard setback is 24.54 feet. As such, the relief sought will maintain or reduce the degree of the pre-existing nonconformities. For the following reasons, the Applicant submits that variances from the rear yard setback and lot coverage requirements in Section 280-124 and the GFA regulation in 280-207 are warranted. POINT I THE APPLICANT HAS MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-B, the Applicant must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. 3 It is respectfully submitted that under the facts and circumstances presented here, the Applicant can clearly meet the standards set forth in Town Law §267-B and as a result, the relief requested herein should be granted. 1. The Grant Of The Variance Will Not Cause An Undesirable Change In The Character Of The Neighborhood Or Create Detriment to Nearby Properties. The surrounding Cleaves Point neighborhood is characterized by similar sized one- and two-story waterfront dwellings constructed on substandard lots. Many of the lots in the subdivision have obtained some form of lot coverage and/or setback relief for proposed construction. (See, e.g., ZBA # 2261 of 1977, ZBA #3505 of 1986, ZBA #4228 of 1994, ZBA#4294 of 1995 and ZBA # 4559 of 1998). This parcel was granted prior lot coverage relief in 1978 (ZBA # 2397) to allow 22.8% lot coverage in recognition of its size and irregular shape (the additional existing lot coverage is attributed to the pool which was constructed before the Town deemed pools to be structures included in lot coverage). Here, all construction will take place within the footprint of the existing structure with no new ground disturbance. The proposed second story addition will actually decrease the overall height of the house due to the removal of the existing observatory. It is respectfully submitted that since the proposed reconstruction will not extend the nonconforming rear setback, exceed the current nonconforming GFA or expand the pre-existing nonconforming lot coverage, the granting of relief will not be a detriment to nearby properties and will allow the for the replacement of a dated, dilapidated structure with a new, aesthetically pleasing home. 4 i 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance The rear setback, GFA and lot coverage of the home have been nonconforming since the home was originally constructed in 1978 before the implementation of the current GFA requirements. Because the construction is deemed a demolition by Town Code definition, it will require variance relief despite the fact that there will be no increase in the nonconformity of the existing setback, GFA or lot coverage. The Applicant recognized that they could achieve the benefit of a newly constructed functional home without a sky plane variance and, as such, the roof line was re-designed to eliminate the need for that relief. Moreover, similar relief for nonconforming setbacks, lot coverage and GFA was granted by the ZBA in recent Determinations. (See, e.g. ZBA #s 7809, 7813 and 7830). 3. The Area Variance Sought is Not Substantial. While variances for the rear yard (27%), GFA (57%) and Lot coverage (17%) may seem substantial at first glance, they are not practically substantial under the circumstances here. The rear yard setback will remain unchanged from the existing setback, the GFA will be reduced by 143 SF and the lot coverage will decrease over 3% from the existing 26.5%. 5 J 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. As a Type II action pursuant to SEQRA, the requested variances, if granted, are not expected to have any adverse environmental impacts on the neighborhood or district. As stated previously, the pre-existing nonconforming rear yard setback and GFA were established years ago when the existing home was constructed and lot coverage was varied in recognition of the constraints of this parcel based on its size and irregular shape. The granting of relief will permit construction of a home that is entirely consistent with the character of homes in Cleaves Point. The Applicant will comply with the Town's Storm Water Management Code. In addition, the Applicant will be upgrading to an I/A low-nitrogen sanitary system, resulting in a net environmental benefit from this project. S. The Self Created Nature Of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. It is respectfully submitted that the difficulty is not self-created to the extent that the subject property is constrained by its substandard lot size and irregular shape. Even if it is determined that the difficulty is self-created, pursuant to New York Town Law§267-b (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." 6 CONCLUSION For the reasons set forth herein, it is respectfully submitted that the standards of Town Law Section 267-B have been met and, as such, relief from the requirements set forth in Southold Town Code Sections 280-124 and 280- 208 is warranted. Dated: Mattituck, New York April 3, 2024 Respectfully Submitted, FINNEG W, C. Attor�s for Ap L-, — >- - Ma 'ri D. Finnegan, Esq. 7 T1 'F E UF HE ARIN the following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold. The application will ALSO be available VIA ZOOM WEBINAR - Follow link http://southoldtownny.gov/calendar.aspx AME: ECAE 149 LLC/A. GERACI #7889 SCTM #: I 000=35=5m34 ' VARIANCE: YARD SETBACK, LOT COVERAGE, EXCEEDS GROSS FLOOR AREA & SKY PLANE I ;EQUEST: DEMOLISH (BY SOUTHOLD TOWN DEF.) EXISTING SINGLE FAMILY DWELLING & CONSTRUCT NEW SINGLE FAMILY DWELLING '�� �ATE : THURS. APRIL 4, 2024 1 0:40AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®F SO �® P.O. Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 a� http://southoldtow-nny.gov ZONING BOARD OF APPEALS Town of Southold January 10, 2024 RECEIVED Mark Terry, Assistant Town Planning Director LWRP Coordinator JAN 10 2024 Planning Board Office Southold Town Town of Southold Planning Board Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 7889—ECAE 149 LLC Dear Mark: We have received an application to demolish (by Southold Town Code definition) an existing single family dwelling and construct a new two story single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encl. Site Plan/Survey: WSJS Architects, dated June 1,2023 Public Hearing Date:April 4,2024 OFFICE LOCATION: �0g� SOU y0 1VIAILING ADDRESS: Town Hall Annex j P.O. Box 1179 54375 State Road Route 25 �� 1 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY y Telephone: 631 765-1809 • �O� http://southoldtownny.gov cDUNT`I,� ZONING BOARD OF APPEALS Town of Southold -(�"JLL January 10, 2024 k` �44� Ms. Sarah Lansdale, Director 1 Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File#: 7889 Owner/Applicant: ECAE 149, LLC Action Requested: demolish (by Southold Town Code definition) an existing single family dwelling and construct a new two story single family dwelling Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: �1 Encls. Site Plan/Survey: WSJS Architects, dated June 1, 2023 Received Al JAN 10 2024 APLe o1 APPeals LA Wing Board 1 V Zo E NOTE: HEAVY OUTLINE INDICATES EXTENT OF EXISTING DWELLING FOOTPRINT AT FIRST FLOOR TO REMAIN. REFER TO DRAWING ST1.0 FOR INFORMATION REGARDING PROPOSED ADDITIONS TO DWELLING AND FOR INFORMATION REGARDING • PROPOSED SITE IMPROVEMENTS. 0 BULKHEAD q TOP VINYL PPING LOT 55 W/WOO[) TW 4.2 Q EXIST. BILCO DOOR, CONC. Q AREAWAY&STAIRS TO 13 0. 00' (MAP) O 0 ►J V 2 O00 fool? E' CELLAR TO BE REMOVED 13 2 . J 0' (BULKHEAD) 0.5 S 0.6 N �O STOC DE FEN EON STONE WALL 0 2'S EL 10.0 x MON• _ �s// EXIST. -- --- , ---- -------------------------------- ` `� R MO EXI IN �;EXIS . EXTERIOR (�,5 X EXIST. CONCRETE APRON WATER LINE O •S CONC• G E P VE "' SA'AIRS TO BE E - -_, J TO BE REMOVED � o SLIP C OE E I REMOVED I �- LOT 54 — \ V HO N --T---� `, ' I I I I I I I I i l l l I i i i -� '�� o • ' LLLLL I __ I I I I I I _ EXIST.ASPHALT 1 i` -� -, L? --- - _ _-_ EL 4 7rr--1 ;' 1 I I 3PAVEMENTTO / '-�\ " 1 W �. / 2 I i I REMOVED / X _ EXTENT OF EXIST. 2ND . � v FLOOR FOOTPRINT I �• ' \ Q Apo m � � O I I 23, C] 36.37' COD0 / EXISTING I EXTENT OF EXIST.2ND I W 08.7 I FLOOR FOOTPRINT E 8.7 Np6. �-� EXISTING FIN. I �J / rn POOL ---_rr I FIRST FLOOR I V-0 LL� ; EXI TING III I I ELEVATION 11.5 I / STEPS Q TO BE I I 11 PORTION OF EXISTING r--I I FIRST FLOOR/FIRST �O S • REMOVED I I I I EXTENT OF EXIST.2ND I I FLOOR FOOTPRINT / M4N' I I I I TO BE REMOVED / FLOOR FOOTPRINT c I 7 I I I I I ~ III I EXIST S �� I I i i ( EXIST.ASPHALT / 9-15-23 RE-ISSUED FOR BUILDING PERMIT DENIAL i TO VED ,, EXISTING PATIOfDECK AROUND I I L I I PAVEMENT TO // \ 6-102-2023 ISSUED FOR BUILDING PERMIT DENIAL EXISTING BUILDING AREA v ; BE REMOVED / \ POOL TO BE REPAIF:ED/REPLACED ;sa. •.. { 30 •a' � PORTION OF EXISTING I 1 �T=�. •. °�� �� i HOUSE= 3,338.8 S.F. � I � SECOND FLOGR/SECOND _______� FLOOR FOOTPRINT TO --� i i ,� ^ / EXISTING WSJS ARCHITECTS.. OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. ' L POOL AREA=� 556.E S.F. I I BE REMOVED. i I i I I I I I ,� ,i / \v/ `,��/ SANITARY PATIO/DECK,AREA= 1,607.E S.F. , � i ----' ,' SYSTEM & TOTAL EXISTING BUILDING COVERAGE= 5,542.5 S.F. cv I L 6.7 I i ,�� LEACHING 755 NEW YORK AVE., HUNTINGTON, N.Y. EXISTING RR TIE --- POOLS TO (631) 351-1999 5,599.7 DIVIDED BY 14,817=37.8% � ; `, I EXIST. BRICK PAVER PLANTER TO BE ►� �� BE REMOVED � I � REMOVED I WALKWAY TO BE - EXISTING 3RD STORY REMOVED EXISTING GROSS FLOOR AREA I `, __j w r�0 OBSERVATORY TO V EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. �`, BE REMOVED EXISTING SECOND FLOOR GROSS FLOOR AREA= - 953.0 S.F. GG�� \ L '� 1 STORY PORTION �� ARCHITECTURE INT RI RS PLANNING"r EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. Q 0 TION OF EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT. >6'= 8.5 S.F. $��10 ; EL 8.7 EXISTING DWELLING O QO THESE PLANS ARE AN INSTRUMENT n._ .. EXISTING 1 S'T FL. CLG. HT. > 15'= 16.3 S.F. ; , FOOTPRINT TO REMAIN �� OF SERVICE AND ARE THE PROPERTYOF =, EXISTING ATTIC ABOVE 2ND FL., CLEAR HT. >6' = 61.7 S.F. I EL .7 WILL EAR OSECCT.INFRINGEMENTS ED AR i J WILL BE PROSECUTED. gt'ER �frFC �j EXIST.WOODEN TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. v' �G PORCH TO BE �j� THE CONTRACTOR SHALL VERIFY ALL N.sElFF�,T 1 � �� FIELp CONDITIONS AND BE i .$ V� REMOVED RESPONSIBLE FOR FIELD FIT AND 5 G ` QUANTITY OF WORK.NO ALLOWANCES 7� O O SHALL BE MADE IN BEHALF OF THE EXISTING HOUSE ZONING DATA �� �a�A I I I CONTRACTOR FOR ANY ERROR OR d N III $. Q NEGLECT ON HIS PART. * SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 % \`\` -- 1 J I X x 4` LOT IS NON CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF PORTION OF EXISTNG �'--_-'�I Q PORTION OF EXISTING ` �'*'� �, FIRST FLOOR/FIRST `�V� '`, I L_ _J I O REQUIREMENTS FOR"NON CONFORMING LOTS"SECTION 280-124 PERMITTED EXISTING ! V L__ _J �`O FIRST FLOOR/FIRST LOT AREA 14,817 SF 1�, FLOOR TO BE REMOVED Q` Q`y V' FLOOR FOOTPRINT BUILDING AREA 2,963.4 SF 5,542.5 SF `, TO BE REMOVED MINIMUM LOT WIDTH FRONTAGE FT 150, 48.64' Q� y CERT. O. `J� PROJECT NAME MAXIMUM BUILDING COVERAGE(%) 20% 37.4% �� � ^QQ\` � i MAXIMUM GFA=2,100 S.F.+12.5%OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF b 4� O V �Q .'' EXISTING PORCH ALTERATIONS&ADDITIONS 70: MINIMUM FRONT YARD(FT) 35' 36.37' �� ,� ��•A A.V` �QQ ^Q�� ''� REMOVED& STEPS BE MINIMUM SINGLE SIDE YARD(FEET) 10' 10.2 0 � 'b QO V ��(i 520 SNUG MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 2 0 24.54'(TO HOUSE) • ` , MINIMUM REAR YARDS(FEET) 35 23' TO POOL `//�-�'{l. � ;, HARBOR ROAD MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 112 STORIES.,35'TO PEAK 2 1/2 STORIES,O TO 3 STORIES,INCL. t O \ TO PEAK OF SLOPED OBSERVATORY,32'TO � � � j PORTION OF EXISTING ROOF,25'TO TOP OF TOP OF FLAT ROOF < ��� 0 ; FIRST FLOOR/FIRST SCTM# 1000-35-05-34 FLAT ROOF. ABOVE OBSERVATORY. 2 STORIES,27'-8°To �� 0 FLOOR FOOTPRINT PEAK OF SLOPE ROOF \ \ Q ; 520 SNUG HARBOR RD OVER MAIN PORTION (���Q �� TO BE REMOVED GREENPORT, NY OF HOUSE. 6,, ,1 4 0 �' G !rj• DRAWING TITLE EXISTING AREAWAY & STAIRS TO BE REMOVED �w � ``, SITE DEMO/REMOVALS cr. !% , o ® 6NOTE: HEAVY OUTLINE INDICATES INFO & SURVEY DATA PLAN �� .o C ` 7 �` EXTENT OF EXISTING DWELLING ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY FOOTPRINT AT FIRST FLOOR PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, \�� \ TO REMAIN. REFER TO DRAWING PLLC,DATED 01/25/2022 ` ST1.0 FOR INFORMATION 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM REGARDING PROPOSED 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: X.X ADDITIONS TO DWELLING AND FOR F.FL.-GRSTFLOOR DRAWING NUMBER `\ G.FL.•GARAGE FLOOR DRAWN BY �J• INFORMATION REGARDING TB •TOP O BULKHEAD BULKHEAD PROPOSED SITE IMPROVEMENTS. BB _TaFOWALBULK1iEAD JB BW BOTTOM OF WALL \ \ P VINYL BULKH 2. FLOOD ZONE INFORMATION TAKEN FROM: CHKD BY TO PI FLOOD INSURANCE RATE MAP No. 36103CO176 H �S ., OOD CAW I N ZONE AE: BASE FLOOD ELEVATIONS DETERMINED T ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. DATE 6-02-2023 e sis � PROJ # S ELM ift, \ 0 2022-19 SCALE AS NOTED KEY MAP LEGEND EXISTING ADJACENT PROPERTY glX1LKFIIEAD PROPERTY DWELLING .,�.: �, PROPOSED PERMEABLE NOTE: PROPOSED RETAINIG WALLS LOCATION I.` PAVER DRIVEWAYA11IR AS APPROVED BY THE BOARD OF F THE TOWN OF SOUTHOLDLA IV PROPOSED 2nd STORY TRUSTEES O - 01 ADDITION Received ON 2/15/23 rillm.0w"is PROPOSED 2 STORY JAN 10 2024 ADDITION eats FUJI CLEAN INNOVATIVE K Zoning Board of App &ALTERNATIVE SEPTIC 8' DIA. X 4'TALL LTANK PRECAST CONC. EXISTING BULKHEAD r-------- FUJI CLEAN INNOVATIVE LEACHING POOLS i &ALTERNATIVE SEPTIC (TMP) ^ I L______J TANK POOL FILTRATION V SYSTEM 0 -`� PROPOSED V DIA.X 4' LKHEAD ; EXISTING ; LP i TALL PRECAST CONC. /IN i L BU C7 LOT 55 ULKHE GULL POND ` -� LEACHING POOLS TYP. 'rQp V D CAP J ; L W/WOO TW 4.2 ' POTENTIAL EXPANSION � � / 0 EXI ING-, �`EP LEACHING POOLS TYP. ' PROPOSED FIREPLACE 1 3 0. 00 (MAP) Q �y & CHIMNEY BULKHEAD O PROPOSED PRECAST CONC. O 1 11 1 8200010011 , 132 . 50 (BULKHEAD) ® DRWELLS W/SOLID COVE. S V 00 00 E 0•5'S 0.6 N REFER TO SITE PLAN FOR SIZES&LOCATIONS. �_ EXISTING ADJACENT--J Gy 01�• EL 10.0 X N1ON. ~; _ -`� PROPOSED PRECAST CONC. O FENCE ON ST E WALL F� �` v�- PROPERTY DWELLING '9 �` 'A' LINE OF FORMER - ' u' ST CKADE 0.2�5 -_-_-_ _ -_-_---- -_- -- � ' fN k i DRYWELLS W/INLET COVER. ''v s _ _ _------ v PATIO/ON GRAD E l� _ i. , REFER TO SITE PLAN FOR �� O _ WATER LINE .��, o ♦ � 1 EL95X O SIZES& LOCATIONS. •6 I ' ti F LOT T: `\ o SLIP ,' i - 8 EXISTING CONTOURS v ' \ r� qC o AC 0 z (8) PROPOSED CONTOURS .' (X.X) PROPOSED SPOT GRADE Q C $EL 4 7 9`5' .. 2 � - - ��\` h •2 X EXTENT OF EXIST. 2ND • LP Lp '� W ' FLOOR FOOTPRINT -�- _ Q Q �v \ STORM DRAINAGE CALCULATIONSLP.'. 4 , TOWN OF SOUTHOLD STANDARDS ` /y� , RAINFALL=2"/HR .17 FT/HR �V '�- COEFF.FOR PERMEABLE,LANDSCAPING&GRASS=.3 O� h� , EXISTING PROPOSED COEFF.FOR ROOFS AND PAVING=1.0 ` `� v ' RETAINING -- W 42.3T \ PERMEABLE WALL TYP. s, DRIVEWAY � IMPERVIOUS AREA , O , EXTENT OF EXIST. 2ND `l FLOOR FOOTPRINT BUILDING INCLUDING COVERED PORCHES Q 367 W •R &INCLUDING ROOF OVERHANG: 3,289.4 SO.FT. Co-)` 1 O 1 ISTING DECK SURROUNDING POOL AT REARNVEST 38 SIDE OF HOUSE: 1,557.1 SQ.FT. 1' �O 6. i/ I N ROUND �n TOTAL IMPERVIOUS AREA: 4,846.5 SO.FT. EXISTING FIN. I v ) I � FIRST FLOOR EP \ � � �+ 1 PERMEABLE AREA ' 1 ' OOL •PROPOSED OPEN, , LANDSCAPED AREA&PERMEABLE DRIVEWAY L� ' E` I TING ELEVATION 11.5 OOVEkED FkGNT r � O IN THE FRONT: 3,738.7 SO.FT. INING PROPOSED 2ND PQRGH O LINE 4F FO ER ' L TYP. STORY EXTERIOR -r- Q.� " STORM DRYVVELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= O PATIO)ON RADE DECK W I I • - 4 STORM D X.167 FTIHR X 1.0=809.3 CF , BALCONY 1 I N STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA= , I PROPOSED 3,738.7 SF X.167 FT/HR X 0.3=187.3 CF F TORAGEREQUIRED=809.3+187.3=9%.6CF I / I PERMEABLE w'` TOTAL CUBIC FEET 0 S I '•• ,,^`� •-� A• ,, TOTAL CUBIC FEET OF STORAGE TO BE PROVIDED=1,069.7 CF>996 6 CF i ' i DRIVEWAY Ctj STORM DRAIN _L TENT OF EXIST.2ND r ' 6.7I 9/15J23 RE ISSUED FOR BUILDING PERMIT:DENI L%'1`-' { ,v Qj , INLET LOOR FOOTPRINT A. DRYWELLS TO BE PROVIDED v 1 ;. (1)10'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=4.5' , C.B. O 6-02-23 ISSUED FOR BUILDING PERMIT CAPACITY=68.42 CU.FT.PER LIN.FT. I - I I .. S L CATIONS I I - I I ,\ EP INDICATE t=`-• - 68.42 X 4.5=307.89 CU.FT.CAPACITY I i f� ' P OPOSED T I V FOR POTENTIAL XPANSION (1)10'DIA.X 4'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=3.5' I 30.4, EXISTING pCKf PATlO I J �Q CAPACITY=68.42 CU.FT.PER LIN.FT. ' 0 TDOOR GAS "` LEACHING POOLS PER 68.42X3.5=239.47CU.FT.CAPACITY ON GRADE TO'B� REPAIRED L_ � gig' .t + I F REPLACE SCDHS REQMTS. . . WSJS ARCHITECT - _ 1 12'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=4.5' CAPACITY=100.88 CU.FT.PER LIN FT. EL 100 88 X 4.6=453.96 CU.FT.CAPACITY ' ` STORM DRYWELL SYSTEM C, ^ 12' DIA. X 5' HEIGHT PRECAST 755 NEW YORK AVE., HUNTINGTON, N.Y. TOTAL CAPACITY TO BE PROVIDED=307.89+239.47+453 96=1,001.32 CF>9%.6 CF % ❑ ❑ I ��` ' ` SHADED AREA CONCRETE STORM (631) 351-1999 L 6.7 I INDICATES AREA DRAINAGE RING OF PROPOSED 2 PROPQSED ❑ I j "� p�• STORY ADDITION Location: Greenport i RETAIf�lNG I �, S EXISTING BUILDING AREA TW �3• .4 WALL OPEN ( PROPOSED I PROPOSED \,�� �, \ COVERED I .� f STORM DRYWELL SYSTEM A, Tax Map Number: 1DOO-35-5-34 ; `\ PORCH, CABANA FLOOR I GARAGE FLOOR �� ,, 10'-DIA. X 5' HEIGHT PRECAST 7,7 T/PORCH I ELEVATION 11.0 I ELEVATION 9.5 TC) CONCRETE STORM ARCHITECTURE IN IOR ...,.:PLAN, - _ HOUSE= 3,338.8 S.F. fG� \ ' L ,7 ELEV.10 5 ti' w ,C OPEN PORCH AREA(>30 S.F.) = 39.5 S.F. Project Description: Res Ve I r ��, I �; ' DRAINAGE RING ,', ��,-., �_=,;,•., 7�1p I �/ THESE PLANS ARE AN INSTRUMENT POOL AREA= 556.6 S.F. Date: 12/28/22 8:40AM Q i EL 8. �❑ I I ``� _ OF SERVICE AND ARE THE PROPERTY - "�' E D AFt "'-•, n, rx f \ ti WILL BE PROSECUTED. V i '. S BORING ON OF THE ARCHITECT.INFRINGEMENTS ER (.,`j�7T �` - --- TO G- TAL EXISTING BUILDING COVERAGE= 3,934 S.F. I *EL .7 ❑ ❑ I ,CQ 3,934 DIVIDED BY 14,817:=26.5% `V FIELD CONDITIONS AND BE - l V THE CONTRACTOR SHALL VERIFY ALL Mixed sand and bam 1 G v _`` PROPOSED BUILDING AREA ' ` �1 SHALL BEMADQUANTITY OF+ENBEHALFRK.NO LOF,THECES `a RESPONSIBLE FOR FIELD FIT AND Q O CONTRACTOR FOR ANY ERROR OR w s n ------- 3' '1 E .V X COND. �p8 O O` HOUSE= 2,873.E S.F. Q NEGLECT ON HIS PART. w H� '`^•' N -O 2N• OPEN PORCH AREAS(>30 S.F., CUMUL.) = 46.8 S.F. ' Q ` - ` X 8• STORM DRYWELL SYSTEM B, POOL AREA= 556.6 S.F. Brown clayey sand SC �� 10' DIA. X 4' HEIGHT PRECAST J ✓ GJ CONCRETE STORM TOTAL PROPOSED BUILDING COVERAGE= 3,477 S.F. OQ DRAINAGE RING O G 3,477 DIVIDED BY 14,817=23.4% � _1 1 �( -------. 9 6' CERT Water In brown clayey sand SC , -------- ,o' �P o. EXISTING GROSS FLOOR AREA ` , \ 0� PROJECT NAME EXISTING FIRST FLOOR GROSS FLOOR AREA= 3,259.4 S.F. water in brown flnetomediumsand SP ALTERATIONS &ADDITIONS TO: EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. x EL 5. ��� EXISTING THIRD FLOOR(OBSERVATORY) GROSS FLOOR AREA= 80.E S.F. -v � .�1 t� ^O 520 SNUG EXISTING ATTIC ABOVE 1ST FL., CLEAR HT. >6' = 8.5 S.F. EXISTING 1ST FL. CLG. HIT. > 15' = 16.3 S.F. 02�0 \` \ �O� ' VO EXISTING ATTIC ABOVE 2ND FL., CLEAR HT. >6' = 61.7 S.F. 17' � \` TOW 3.4 t� HARBOR ROAD t` SCTM# 1000-35-05-34 TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. �� `; O Comments: Water encountered 9.6 below surface < � �� t , PROPOSED GROSS FLOOR AREA ` 0 520 SNUG HARBOR RD GREENPORT;NY:. SOIL BORING �s '� `,,o� \ o ; , - • . PROPOSED FIRST FLOOR GROSS FLOOR AREA= 2,631.4 S.F. 6; Q DRAWING TITLE PROPOSED SECOND FLOOR GROSS FLOOR AREA= 1,605.7 S.F. TEST HOLE DATA �O `�t G `� �• NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 �� �� FOR INFORMATION REGARDING PROPOSED DEMOLITION TOTAL GROSS PROPOSI=D GROSS FLOOR AREA= 4,237.1 S.F. SOIL BORING PERFORMED BY McDONALD S� �- O AND REMOVAL OF PORTIONS OF EXISTING BUILDING GEOSERVICES, SOUTHOLD, NY ON 12/28/2022 ��� �y\ 7 �`\ �� AND FOR INFORMATION REGARDING PROPOSED TONING C �J `,`` � \\ O�� DEMOLITION AND REMOVAL OF EXISTING SITE SITE PLAN Cp � IMPROVEMENTS. SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 ZONING DISTRICT-R-40 LOT IS NON-CONFORMING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF Q� `�` •� r, REQUIREMENTS FOR"NON CONFORMING LOTS"SECTION 280-124 PERMITTED EXISTING PROPOSED ` LOT AREA 14,817 SF 14,817 SF `INFO 8c SURVEY DATA 2,963.4 SF 5,542.5 SF 5,034.1 SF `\` ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY BUILDING AREA ` PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, ; .�'�� BY , 1 r � ,,•: Y,, �, MINIMUM LOT WIDTH FRONTAGE FT 150' 48.64 48.64 � o a o \\\ �J' PLLC, DATED 01/25/2022 '` 20% 26.5/0 23.4/0 MAXIMUM BUILDING COVERAGE(%) AD DATUM 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 MAXIMUM GFA=2,100 S.F.•r 12.5%OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF 4,237.1 SF \ BULK 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: CH KD BY 42.37'TO FRONT WALL OF HOUSE �\ v�NYl G JS OP PI 4 MINIMUM FRONT YARD(FT) 35 36.37 38.5'TO ROOF EAVF AT COVERED FRONT PORCH T CAPPING '" `' •^ 1 D 1 0.2 10.81 OO D TB L• -TOP OF BULKHEAD r MINIMUM SINGLE SIDE YARD(FEET) •5 G.FL. GARAGE FLOOR ,.4•. •`f +-� ( WSW W 3 :: ' _ ;?,:. *-�;-. K• :.,.. MINIMUM TOTAL SIDE YARDS(FEET) 25' 24 2' 25 2' T BB BOTTOM OF BULKHEAD DATE 24 54'(TO HOUSE) 24.54'(TO HOUSE,COVERED PORCH) TW •TOP OF WALL BW •BOTTOM OF WALL 6-01-2023 t 4 MINIMUM REAR YARDS(FEET) 35 23' TO POOL 23' TO POOL STORIES 35'TO 3 STORIES,wcL, 2 FLOOD ZONE INFORMATION TAKEN FROM: •x r.=' :'>"t'._<.'.?s MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 1/2 STORIES.,35'TO PEAK TO PEAK OF SLOPED OBSERVATORY,32'TO 2 STORIES.,32'TO PEAK OF SLOPED ROOF FLOOD INSURANCE RATE MAP No. 36103C0176 H TOP OF TOP OF FLAT ROOF PR(OJ ~ ROOF,O TO O ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2022-19FLAT ROOF. A60VEOBSERVATORY. 2 STORIES,27'-8"TOZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%PEAKOFSLOPEDROOF OLIT ( `' r° ;� ±' '` -•'° ` 1"=10 ANNUA CHANCE FLOODPLAIN. r. » .->- w•y Eck OVER MAIN PORTION �SC.ALE OF HOUSE AS NOTED`' z ;, ' 75'-10" vi 2'-0" 20'-0" 26'-4" 27'-6" R LSCREEN ❑ --- — p ---------------------�­r—ll ------ ❑ 20'-0" j ���► rco .�; � III • STEPS DN PORCH AS REQUIRED iv RAILING TYP. .-- I I I I I W FI ER ILL ' R ( I II ( I I ( I ( I ( I OUTDOOR FIREPLACE CA A ROOM I � I I TOILET co I ( I o O r�n1 .ycV I � co CV (V O `• I I I I I 22 0" ,4 10-30-23 REVISEDDOOR FROM AUTOMOBILE GALLERY 10-10-23 REVISED ROOF LINES I �a • STEPS 9/15/23 RE-ISSUED FOR PERMIT DENIAL DOWN 6/2/23 ISSUED FOR PERMIT DENIAL 4/12/23 ISSUED FOR CLIENT REVIEW 3/8/23 ISSUED FOR CLIENT REVIEW 1126/23 ISSUED FOR CLIENT REVIEW 1/17/23 ISSUED FOR CLIENT REVIEW' 1/16/23 ISSUED FOR CLIENT REVIEW = _ 1/12/23 ISSUED FOR"CLIENT REVIEW Go N KITCHEN 26-6" AU OMOBI E G ERY(40NDIT NED SPACE) I _ WSJ S ARCH I"TECTS, Q 010 755 NEW YORK AVE., HUNTINGTON,-.N:Y. I � - - - - - - - - - - - 631 - o I c ) 351-199 9 STEPS DOWN ARCHITECTURE INTERIORS PLANNING" THESE',PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY I I OF THE ARCHITECT.INFRINGEMENT E 0 AR HALL HALL I WILL BE PROSECUTED. STONE m� SEI c� 00 I STOO THE CONTRACTOR SHALL VERIFY LL k� � \ I FIELD RESPONSIBOR LE DB FIT AN QUANTITY OF WORK.NO ALLOWANCES\\ I DINING AREA I I _ \ '' ``• `` I SHALL BE MADE IN BEHALF OFT CONTRACTOR FOR ANY ERROR NEGLECT ON HIS PART.PWDR ! h DN - - - — —— — — I STEPS s 4' \ I I CL CL q I I DOWN M O - LAUND 4'-8' 2'-0" // 20'-10" C L y / I PROJECT NAME ALTERATIONS&ADDITIONS TO: L------�211---------------------------------i BATH BEDROON 1 I I 520 SN U LIVING ROOM HARBOR ROAD I I GREENPORT, NY UP FOYER I ( DRAWING TITLE 11'4" t1t8'-6" T-4" FIRST FLOOR I PLAN II II STONE PORCH I I I DRAWN BY DRAWING NUMBER Tt- II LEGEND: I I I I CHIKD BY 21 EXISTING WALL TO REMAIN 2'-10" 21'-6" 9'-2" 45'-2" DATE -] EXISTING WALL TO BE REMOVED 78'-8" PRIOJ # A2mO 2022-19 NEW WALL 0 FIRST FLOOR PLAN v4°=l_T SCALE 1/4"= V-0" LIRAIL ING TY OUTDOOR ROOF DECK STAIR PLATFORM OPEN TO BALC ONY BELOW Uo STAIR PLA FFOF M STAIR AI IN p PLATFORM '. yti 10-10-23 REVISED ROOF LINES 10-10-23 REVISED ROOF LINES 9-27-23 REVISED ROOF LINES 9-15-23 ISSUED FOR PERMIT DENIAL 1-26-23 ISSUED FOR CLIENT REV1EVIl 1-17-23 ISSUED FOR CLIENT REVIEW 1-13-23 ISSUED FOR CLIENT REVIEW 1-12-23 ISSUED FOR CLIENT REVIEW-..-: . 0 I k: 5'-6" 3 1 '_0" 5'_0" I WSJS ARCHITECTS WALK IN CLOSET_ O 755 NEW YORK AVE., HUNTINGTON, N.Y. . `O I I (631) 351-1999 4. 4M .� / ..- I • - -- �....._---- - -BATH O ARCHITECTURE INTE FORS PLANNI OUTDOOR BALCONY c :� x7:� ." H LL THESE PLAINS ARE AN INSTRUMENT ,w> OF SERVICE AND ARE THE PROPERTY zi BA /O OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED, BEDRO 4 THE CONTRACTOR SHALL VERIFY ALL J FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND � �� c a \ O ,; „.,?`'^:. .,'. »:_, „�",c,,, ,:. •rF't„,' . ` QUANTITY OF WORK.NO ALLOWANCES p 2' SHALL BE MADEF IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR\ - / �M1 .. NEGLECT ON HIS PART. r IFDOWN LA DRY] , LIN BATH 001 I - h / EN R TN N A. ✓..S Ar,.p... 1 I I I PROJECT NAME CL SET C SET ° I ALTERATIONS &ADDITIONS TO: ME HANIC8A'-L8T" I o N I 520 SNUG SPACE co M zo 6' 04 HARBOR ROAD Q I FAMILY ROOM co GREENPORT, NY DRAWING TITLE I UPPER SECOND FLOOR PLAN/ / OPEN T BEL W BEDROOM 2 BEDROOM 3 PARTIAL ROOF PLAN LEGEND: EXISTING WALL TO REMAIN - - �_ _ - - - - - � - - - - - -� - - - - - - - _ � DRAWN BY DRAWING NUMBER EXISTING WALL TO BE REMOVED _ .._..,.._giTIIp CHKD BY NEW WALL DATE A3mu v v low SECOND FLOOR PLAN PROD # 0 2022-19 SCALE 1/4"= V-0" nl s Ink J ri Adl Aor SKY PLANE VARIANCE REQUIRED 12 9 --------- N7 s SECOND FLR CLG EL. 18'-0" 29.5' — — — ( - )-- V Ilia. SECOND FLR EL. 10'-0" (21.5')_ — — — — — — — — — — — — — STONE VENEER AS SELECTED BY OWNER _ 15'-2" FIRST FLR EL, 0'-0" (11_5') 10'-8° CABANA RM FLR EL. -0'-6" (11.0') — — — — — — — — 10-10-23 UPDATED ROOF LINES — — — — 9-27-23 UPDATED ROClF LINES �� 9/15/23 ISSUED FOR PERMIT DENIAL GARAGE FLR EL.?-0_ 9.5 ) — _ — — — — — — — — — — — — — — — — 6-2-23 ISSUED FOR PERMIT DENIAL — — 3/8/23 ISSUED FOR CLIENT REVIEW AVERAGE GRADE EL. - 2'-6" (9.0') - Q STONE VENEER STONE VENEER REDUCED FLOOR AREA&SKY PLANE ADJUSTMENTS EL. + V.4 AVG . _ AS SELECTED — — — — — — — AS SELECTED — — — _ — — — — �nIF VF�IFFR — — — — — — — — — — 1/26/23 ISSUED FOR CLIENT REVIEW AS SELECTED — — — — — BY OWNER — — — — — — — — — — BY OWNER — — — — 1/17123 ISSUED FOR CLIENT REVIEW BY OWNER 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW,:. 1/12/23 ISSUED FOR CLIENT REVIE VV EAST ELEVATION FRONT �Y`�_ �, ' �"•�r':"~ WSJS 755 NEW YORK AVE.,*.HUNTINGTON; N.Y.. (631) 351-1999 -.T._- ARCHITECTURE INTnRIORS PLANNING o — THESE PLANS ARE AN INSTRUMENT s OF SERVICE AND ARE THE PROPERr( OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. RE`1a A�' ��� THE CONTRACTOR SHALL VERIFY ALL. FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND A` ✓ QUANTITY OF WORK.NO ALLOWANCE j 1� SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR `;'• " 'F 0 NEGLECT ON HIS PART. 11 , °a O � S COND FLR CLG EL. 18'-2" (29.67') s CERT-N PROJECT NAME 0 o ALTERATIONS &ADDITIONS TO: 520 SNUG SECOND FLR EL. 10'-2" (21.67') � — 8 1 ANUINU 6LAM METAL — — — — — HARBOR RO BY THE 0�*jlili GREENPORT, NY ri DRAWING TITLE CV � O EAST & WEST FIRST FLR EL. 0'-0" (11.5-)— ELEVATIONS FIRST FLR EL. 0'-0" (11.5') — — CAB NA RM FLR EL. -0'-6-L{l - — — — — —CABANA RM—FLR EL. -0'-6" (11.01— GARAGE FLR_EL.- 2'-0" (9.5'L o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — ( — ) _ _ _ G_ARAGE FLR_EL.- 2'-0" 9.5' AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING NUMBER AVE AGE GRADE EL. - 2'-6" (9.0') 0 0 0 — — — — CHKD BY STONE VENEER � — — — AS SELECTED _ cTnn�&yEZ-R BY OWNER AS SELECTED DATE BY OWNER A4mo 04 ELEVATION REAR PROJ # 2022-19 SCALE 1/4"= 1'-0" &S "TIMBERLINE"ASPHALT ��6 SHINGLES AS �� SELECTED BY ON o� To0014 "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY THE OWNER T WOODEN RAILING AND SUPPORT UPRIGHTSED] STANDING SEAM METAL VVITH CABLE GUARDS TYP. L__j I I ROOFING SELECTED = BY THE OWNER "AZEK"TRIM BOARDS U o TYP. o iv L= M I FI SECOND FLOOR EL. + 10'-2" SECOND FLOOR EL. + 10'-2" STANDING SEAM ME AL — — _ _ ROOFING SELEC ED — — BY-T — — — — _ CV "'AZEK"COLUMN ENCLOSURE TYP. cV = O J U WOODEN RAILING AND SUPPORT UPR GHT 3q WITH CABLE GUARD 3 TY b� FIRST FLR EL. 0'-0" (11.5') I 1:!�u 5�u u u 5u 57 u u I_Z!�u ----------------- -• FIRST FLR EL. 0'-0" (115) CABANA RM FLR EL. 4-6" (1 1. — — p — p p p p p p p p p p CABANA RM FLR EL. 4-6" (1 1.0') GARAGE FLR EL.— 2'-0" (9.5') GARAGE FLR EL.- 2i-0n (9.5} AVERAGE GRADE EL. - 2'-6" (9.0') p p p p p p p p p p p p p p p p p p p p p p p p — — — — AVERAGE GRADE EL. - 2'-6" (9.0') EL 9.2'7 EL 10.0' o p p p o p p o STONE VENEER EL 9.2' AS SELECTED BY OWNER 10-10-23 UPDATED ROOF LINES • 10-10-23 UPDATED ROOF LINES EL. +6.5" 9/27/23 UPDATED ROOF LANES EL. +5.8' 9/15/23 REISSUED FOR PERMIT DENIAL OS UTH ELEVATION 6/2/23 ISSUED FOR PERMIIT DENIAL va•=r-o° 1/26/23 ISSUED FOR.CLIENT.REVIEW. 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW ' 1/12/23 ISSUED FOR CLIENT.REVIEW WSJS ARCHITECTS "TIMBERLINE"ASPHALT 755 NEW YORK AVE.,,HUNTINGTON,-N.Y-.. SHINGLES AS p "TIMBERLINE'ASP! (631) 351-1999 SELECTED BY THE OWNER SaFf ECTED BY THE OWNER p ARCHITECTURE INT IORS rLANNIN p THESE PLANS ARE AN INSTRUMENT OF OF THE AICE AND ARE RCHITECT.NFR NGEMENTS 'ALi ED WILL BE PROSECUTED. r ��jS TIC TIMBERLINE"ASPHALT THE CONTRACTOR SHALL VERIFY ALL p SHINGLES AS �, SELECTED BY THE OWNER FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND O '-" p QUANTITY OF WORK.NO ALLOWANC S ch SHALL BE MADE IN BEHALF OF THE ' CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. ` p p p p p p p ~ _ IGERT•-N :'To STANDING SEAM METAL pAll-ttNG NG SEAM ME ROOFING SELECTED SELECTED DING SEAM METAL o p p U q PROJECT NAME O N BY THE OWNER BY THE OWNER ROOFING SELECTED `r' ALTERATIONS&ADDITIONS TO: BY THE OWNE p p p SECOND FLOOR EL. + 10'-2" - - - 520 SNUG HARBC)R ROAD p p p p p p o p p GREENPORT, NY p p p p p p N = DRAWING TITLE COVERED 0 p p p p p p PORCH 9 NORTH & SOUTH p p p FIRST FLR EL. 0'-0" (11.5')_ ELEVATIONS 11 Hp O O p p p p p O p p p O p p — — — — — — CABANA RM FLR EL. 4-6" (11.0') p p p p p p p O p p p p p O p p p p p p p p p p p p p O GARAGE FLR EL.- 2'-0" (9_5') + 107 — — — — — — — — — — — EL+9.4' AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING NUMBER STONE VENEER STONE VENEER O TDOOR GAS FIREPLACE EL+8.4' AS SELECTED COVERED PORCH NORTH ELE�RT��FTED BY OWNER EL-1'-0"(10.5') CHKD BY a' DATE A500 PROJ # 2022-19 SCALE 1/4"= 1'-0" A FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YOKK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN(PNORTHFORK.LAW BV.Hand December 15, 2023 Ms: .Leslie Kanes Weisman, Chairperson Town of Southold Zoning Board of Appeals 54375 Route.25 PO.Box 1179 Southold, NY 11971 :0959 Re: Area Variance Application of ECAE 149 LLC Premises: 520 Snug-Harbor Road, Greenport, NY 11944 SCTM # 1000-035.00-05.00-034.000 Dear Chairperson.Weisman and Members of the Board: With-respect,to the above-referenced Application, enclosed-please-find a check made payable to the Town.of Southold in the amount of$2,250.00 representing the required filing fee and an:original and eight (8) copies of the following-documents for:your. review: . . . 1) Notice of Disapproval dated October.315t, 2023. 2) Area.Variance Application, including an attachment of explanation. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Copy of Building Permit Application. 11) Certificates of:Occupancy. 12) Assessor's Property Record Card. 13) ZBA Decision #2397. 14) Current Deed. 15) Nine (9) survey prints prepared by Kenneth M. Woychuk Land Surveying, PLLC dated 01/25/2022. 16) Nine (9) sets of plans prepared by WSJS Architects dated 06/02/2023 and last revised 9/15/2023. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Ve6. Fi Man MDF/as Encl. BOARD MEMBERS ��OF S®�/,�® Southold Town Hall Leslie Kanes Weisman, Chairperson �® �® 53095 Main Road -P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: CA Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �CoWN Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 23, 2024 Tel. (631) 765-1809 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 RE: ZBA Appeal #7889 ECAE 149 LLC, 520 Snug Harbor Road, Greenport SCTM No. 1000-35-5-34 Dear Mr. Finnegan; Transmitted for your records is a copy of the Board's April 18, 2024, Findings, Deliberations and Determination, the original of which were filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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 If you have any questions, please call the office. Sincere , Kim E. Fuentes Board Assistant Encl. cc: Building Department _ 3EC.NO.030 LINE ` "s,MATCN� NE` w,N 352252 r, ` - - \tl-U�C`\ (S1 ` N_ •O FOR PCL NO. r'16a�G1 SEE SEC.NO. ' 03002 S0 .O `P F1`pn &j\`r: ,,9P• Q< -0 1 vo a 1 \ r r \ i 675P i"� 'Os afl ,ny, \ \`Q s. 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GULL POND 12.10 �-� INLET 5 s- + `✓ ' �:. _ ':'-n"^-.'t /\z • �'�32 /r f".`; �•_ �pis.� .;,��n'; ���1 '�v,�/''16.�a 1: 's+'\ 9, .y.e'ei�'/�'-�,"_. .;;,._.•tee- "tr✓S,; -_ NxnFaw�r,=u uriui \�� 'L �0 �.L0\u m �.,..��`nl...a.., ri.'+• �— pn.�' (I�'per' 1 /�� ,7 ` 1 { \ �6�✓ _ �m J` r I @ 1ry e, `A.iM1/4'k, il f ,i\�J TOWN OF ��a4- / � \c� �/i,`-•;� �:,');, if1 SOUTHOLD ,�` x� ( y SEE INSERT/�!„Y; •5..... 35 J -•� ol 111148 `�- K SECTION NO. E w- - --p34-- 031 DISTRICT NO. ,pDp 1 Y +wa 1mo- v M �ro0; ms ,roe TOWNOF SOUTHOLD 035 "I03s 0 J - - P +eyp 1001. in VW GE OF 11 t 0a2 e01 ,o+Rain.xon F i =o�suFF°j,roo� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�ol pax Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny-gov Date Received APPLICATION FOR For Office Use Only PERMIT NO. Building Inspector: �1dN •Applications:and.forms-niust.be flled-outlfi their entirety:.lncomplete applications Will the Applicant is -the owner;an Owner's Authbriiation.foerh(Page'2)shall be completed: Date:06/12/23 .OWNER(S)OF PROPERTY:• Name:Martindale Realty Corp. SCTM#1000-35-5-34 Project Address:520 Snug Harbor Road CeaVeAi 1?or& Phone#:917 84175492 1 Email: Mailing Address:PO Box 464, Glen Head, NY 11545 CONTACT PERSON:. Name:John H. Seifert, RA Mailing Address:410 motor Parkway, Suite 350, Hauppauge, NY 11788 —Mo'j IV p Phone#:631 697-2930 Email:js@wsjsarch.com DESIGN,PROFESSIONAL,-INFORMATION:;: Name:John H Seifert, RA WSJS Architects Mailing Address:410 Motor Parkway,_Hauppauge, NY Phone M 631-697-2930 Email:js@w§js.arch.com CONTRACTOR INFORMATION Name:Seifert Construction Mailing Address:11780 Sound Ave, Mattituck, NY 11952 Phone#:(631) 298-1036 Email:seifertbuilders@gmail.com DESCRIPTION:OF PROPOSED CONSTRUCTION, ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ p,000 Will the lot be re-graded? iRYes ❑No Will excess fill be removed from premises? ❑Yes ®No 1 �'pw°"`•[ Ir oft IA P LE L.4 N E NOTE: HEAVY OUTLINE INDICATES EXTENT OF EXISTING DWELLING FOOTPRINT AT F RST FLOOR TO REMAIN. REFER TO DRAWING ST1.0 FOR INFORMATION _ REGARDING PROPOSED ADDITIONS TO DWELLING AND FOR INFORMATION REGARDING n ; PROPOSED SITE IMPROVEMENTS. V EAD VINYL BULK G LOT 55 TOP 0D CAP npI `�� n � ; WI WO�' T V v 4' EXIST. BILCO DOOR,CONC. (OZ) AREAWAY&STAIRS TO 13 0. 00 (MAP) O O ( !, (r CELLAR TO BE REMOVED �4 O IS 8 2 00 % 0 E 0.6'N 13 2 . 50' (BULKHEAD) 0.5 S MID 4 _ _ _ _1'_ STOC DE FEN E ON STONE WALL 0 2'S _ _ _EL 10.0 x_ ---- , - _ O _ ________ _ _ _ _ �y F� �S'/� EXIST. ;'EXIST. EXTERIOR 9.5 )( EXIST. CONCRETE APRON WATER LINE IN -6 CONC. G EMO X VE STAIRS TO BE E _ , �' � TO BE REMOVED � I REMOVED M ` o SLIP c of E /' LOT _ ___- � � W v HO N I �TTTZ'1'11 -rr --T---I I ; ( _ O \ I Ililll11111 I , _ ` I IIII1111 M I • i 1 I l 11 i 111 l l l l �4` LLLL _ I -__ ___� LLLl1 - EXIST.ASPHALT 0 M Z ' Q , L; I I I PAVEMENT TO i \ J w \\ M• Y EL 4 7r-; T )C I I 3 REMOVED / \ M ,� T - i EXTENT OF EXIST. 2ND / > JJ Q �• /�v FLOOR FOOTPRINT AL , CL LL QC m I I I I+ O o� C� / L I w , I 36.37' / \ 0 T Q �I ' ' i/ j EXTENT OF EXIST.2ND I I W "1 W, O 7( EXISTING �� ( FLOOR FOOTPRINT \\ // h ; O E 8.7 INGROUND I I _ _1 _ U• • �•- i E 6. ; I EXISTING FIN. PO11 OL FIRST FLOOR I \ V" ' o L� �1 1 %/ EXI TING i r i i i ELEVATION 11.5 STEPS I I I I I Q Q P TO BE PORTION OF EXISTING O 0 I I • � i i I rJ I FIRST FLOOR/FIRST 1 REMOVED O' FLOOR FOOTPRINT MON. \ !�i) EXTENT OF EXIST,2ND I TO BE REMOVED * FLOOR FOOTPRINT 41 V `� 7 I I I I / - ,' I I I i i i T i I I S EXIST.ASPHALT / 9-15-23 RE ISSUED FOR BUILDING PERMIT DENIAL Q ' VED ,' i i I I I I PAVEMENT TO // \ \ 6-02-2023 ISSUED FOR BUILDING PERMIT DENIAL , TOEXIST , EXISTING PATIO/DECKAROUND T I BE REMOVED 1 r L TO BE REPAIRED/REPLACED POOL I I �„�:•: ::tea' P EXISTING BUILDING AREA ', 04 PORTION OF EXISTING 3 SECOND FLOOR/SECOND WSJS ARCHITECTS HOUSE= 3,338.8 S.F. I _------3 FLOOR FOOTPRINTTO I r �I f I I ,� SANITARY OPEN PORCH AREA(>30 S.F.)= 39.5 S.F. ; L -------i BE REMOVED �/ �, \v ��. EXISTING POOL AREA= 556.6 S.F. ---J I I r-- ,� SYSTEM& PATIO/DECK AREA= 1,607.6 S.F. ; ,% LEACHING 755 NEWV YORK AVE., HUNTINGTON, N.Y. TOTAL EXISTING BUILDING COVERAGE= 5,542.5 S.F. cv i L 6.7 ; EXISTING RR TIE ---- I EXIST. BRICK PAVER POOLS TO (631) 351-1999 5,599.7 DIVIDED BY 14,817=37.8% ' PLANTER TD BE I N BE REMOVED WALKWAY TO BE \\ REMOVED EXISTING 3RD STORY � 0), REMOVED �O I EXISTING GRO:iS FLOOR AREA ' OBSERVATORY TO BE REMOVED v FLOOR AREA= 3,259.4 S.F. EXISTING FIRST FLOOR GROSS F Q f C, \ ,'� O�� blb EXISTING SECOND FLOOR GROSS FLOOR AREA= 953.0 S.F. G `, 1 STORY PORTION OF O ARCHITECTURE IN TE TORS PLANNING '�`'�""Y���' EXISTING THIRD FLOOR(OBSERVATORY)GROSS FLOOR AREA= 80.6 S.F. �,(10 EL 8.7 EXISTING DWELLING Q f; EXISTING ATTIC ABOVE 1ST FL.,CLEAR HT. >6'= 8.5 S.F. $ FOOTPRINT TO REMAIN �� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY � EXISTING 1ST f L. CLG. HT.> 15'= 16.3 S.F. I EL WILLOF BE RCHITECTEINFRINGEMENTS EXISTING ATTIC ABOVE 2ND FL.,CLEAR HT. >6'= 61.7 S.F. ; G�(i EXIST.WOODEN wfLL BE PROSECUTEm, A RELY AR(;Oj Y v PORCH TO BE `'� THE CONTRACTOR SHALL VERIFY ALL C> SEId� TOTAL EXISTING GROSS FLOOR AREA= 4,379.5 S.F. 1 ♦� REMOVED G`' FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK.NO ALLOWANCES rr I , { F• � 70 O� O� SHALL BE MADE IN BEHALF OF THE � • J xJ ' .yA• I I I S• Q NEGLECT ON IS PART.ERROR OR t DATA EXISTING HOUSE ZONING �, ~• ZONING DISTRICT-R-40 SCTM#DISTRICT 1000-SECTION 35 BLOCK 5 LOT 34 CO F ING. REFER TO ZONING SECTION 280-124 NON CONFORMING LOTS LESS THAN 20,000 SF PORTION OF EXISTNG V I J I OQ PORTION OF EXISTING LOT IS NON-CONI-CONFORMING. FIRST FLOOR/FIRST �� ; I L_ -�I �� A� L__ _J o FIRST FLOOR/FIRST { I�`:}�� REQUIREMENTS FOR"NON CONFORMING LOTS'SECTION 280-124 PERMITTED EXISTING � FLOOR FOOTPRINT _\�P Qy ; FLOOR FOOTPRINT 14,817 SF TO BE REMOVED 0\` Q I TO BE REMOVED i LOT AREA ' ' ER . f0. BUILDING AREA 2,963.4 SF 5,542.5 SF �\ \ ��� Qy ; PROJECT NAME 150' 48.64' =n 4j• �� ��� I £. MINIMUM LOT WIDTH FRONTAGE FT 20% 37.4% �� /'�/ �� �� %' EXISTING PORCH ALTERATIONS&ADDITIONS TO: MAXIMUM BUILDING COVERAGE(/o) �(/ (` MAXIMUM GFA=2,100 S.F.+12.5%OF LOT AREA IN EXCESS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF &STEPS TO BE 35' 36.37' p � �� + ��oo V� _\�� REMOVED 520 SNUG MINIMUM FRONT'YARD(FT) MINIMUM SINGLESIDE YARD(FEET) 10, 10.2' Q 25' 24.2' Z�O HARBOR R MINIMUM TOTAL SIDE YARDS(FEET) ` ROAD 35' 24.23'STO USE) I� G� MINIMUM REAR'YARDS(FEET) POOL /\ � 0� `�\ 2 1/2 STORIES,36 To 3 STORIES,INCL. PORTION OF EXISTING SCTM# 1000-35-05-34 MAXIMUM BUILDING HEIGHT(STORIES/FT) 21f2 STORIES.,35'TO PEAK TO PEAK OF SLOPED OBSERVATORY,3Z TO <j ^ �i ` O ROOF,25'TO TOP OF TOP OF FLAT ROOF V ` \ FIRST FLOOR/FIRST FLAT ROOF. ABOVE OBSERVATORY. `� O FLOOR FOOTPRINT 2 STORIES,27'-W To � ''�, `, \ Q �, TO BE REMOVED 520 SNUG HARBOR RD GREENPORT,NY PEAK OAINPO PORTION ' O DRAWING TITLE OVER MAIN PORTION OF HOUSE. ^ `� • �G i (�O EXISTING AREAWAY &STAIRS TO BE REMOVED SITE DEMO/REMOVALS o NOTE: HEAVY OUTLINE INDICATES INFO & SURVEY DATA PLAN O •O �.1 EXTENT OF EXISTING DWELLING ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY CO) `` �• \ FOOTPRINT AT FIRST FLOOR PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, \` PLLC DATED 01/25/2022\� TO REMAIN. REFER TO DRAWING ' ST1.0 FOR INFORMATION 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \`\ REGARDING PROPOSED 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: xx v F.FL �r� DRAWN BY DRAWING NUMBER ooR ADDITIONS TO DWELLING AND FOR G.�. �� TB -TOP OF BUII°1EA0 ' w`nj• INFORMATION REGARDING Ise .BOTTOM Of 13LUGI AD \ ,(�`► AD PROPOSED SITE IMPROVEMENTS. B O O wA JB \ BULKH 2. FLOOD ZONE INFORMATION TAKEN FROM: CHKD BY \ \ TOP V I(� P P I N G FLOOD INSURANCE RATE MAP No. 36103CO176 H ED JS W�WOOD CA •5 ZZONEE X:AREAS DETERMINED O BE OUTSIDEONE AE:BASE FLOOD ELEVATIONS "HE 0.2%TW ANNUAL CHANCE FLOODPLAIN. DATE 6-02-2023 1 . 0 \ PROJ # 2022-19 SCALE AS NOTED t 17 LEGEND EXISTING ADJACENT PROPERTY EXISTING PROPERTY DWELLING LOCATION BULKHEAD *.% ;. PROPOSED PERMEABLE NOTE: PROPOSED R ETA I N I G WALLS PAVER DRIVEWAY Al ' AS APPROVED BY THE BOARD OF Ap .,. LA T PROPOSED 2nd STORY TRUSTEES OF THE TOWN OF SOUTHOLD 1 V E ADDITION ON 2/15/23 PROPOSED 2 STORY ADDITION FUJI CLEAN INNOVATIVE -__--_ TANK&ALTERNATIVE SEPTIC 8'DIA.X 4'TALL PRECAST CONC. .. r -1 FUJI CLEAN INNOVATIVE LEACHING POOLS �. j &ALTERNATIVE SEPTIC (n(p,) L------J TANK POOL FILTRATION GULL '`\ PROPOSED V DIA.X 4' SYSTEM O POND ; LP TALL PRECAST CONC. Y -,�0� L BULKHEAp , LEACHING POOLS TYP. 7 VIN CAPPING LOT 55 1'EP`I POTENTIAL EXPANSION w/w Tw 4.2 Q 1� EXISTING' %\_ LEACHING POOLS TYP. (BULKHEAD Q 11 PROPOSED FIREPLACE 1 3 0 00 (MAP ) K MAP PROPOSED PRECAST CONC. 0 1 &CHIMNEY ` ® ELS WI SOLID COVE. REF T ER TO SITE PLAN FOR O IS 82 00' (' E 0.5'S 0.6'N 132 . 501 (BULKHEAD) `-.-/ REF � � SIZES&LOCATIONS. !�� EXISTING ADJACENT - PROPERTY DWELLING -�� PROPOSED PRECAST CONC. '!� �i<` ' � 0 x MOH. G 'li lei ST CKADE FENCE ON ST E WALL 0.2'S EL 10. ry DRYWELLS W/INLET COVER. '9 s� v - - - -�'- -- _-_--- `---- bey REFER TO SITE PLAN FOR q� -- - ---- SIZES&LOCATIONS. �% 'Pq �6 ;� I EL 9,5 x WATER LINE J O SLIP LOT 8 EXISTING CONTOURS v I •� w i I AC o AC • 0 (8) PROPOSED CONTOURS (X.X) PROPOSED SPOT GRADE `� O cv ;' ( DEL 4 7 ,2 X EXTENT OF EXIST.2ND FLOOR FOOTPRINT -9- nj LP • W Q STORM DRAINAGE CALCULATIONS � � `V � � TOWN OF SOUTHOLD STANDARDS RAINFALL=2"/HR=.17 FT/HR �\ ollW . P . t COEFF.FOR PERMEABLE,LANDSCAPING 3 GRASS=.3 EXISTING 1` PROPOSED O COEFF.FOR ROOFS AND PAVING=1.0 J\4 Z RETAINING 42.'3T ' •'" ROPOSEW OVERVIOUS ARM J 3 �' WALL TYP. EXTENT OF ' PERMEABLE O EXTE EXIST.2ND DRIVEWAY 0 %' / FLOOR FOOTPRINT 36T L� S W BUILDING INCLUDING COVERED PORCHES O � , / 3 INCLUDING ROOF OVERHANG: 3,289.4 5a.FT. � ' DECK SURROUNDING POOL AT REARANEST O / EXISTING i SIDE OF HOUSE: ,.557.i sQ.Fr. �`' O L / $ ' . . -� �- 1, � E 6.� , � � J TOTAL IMPERVIOUS AREA: 4,848.5 SQ.FT. I � INGROUND EXISTING FIN. U P I .• • ��.. V" PERMEABLE AREA 1 It ; POOL FIRST FLOOR -PROPOSED OPEN; LANDSCAPED AREA a PERMEABLE DRIVEWAY I ELEVATION 11.5 �OVEI2ED FRONT �0 IN THE FRONT: 3,736.7 SQ.FT. �� % Pft OSE 'P• RGH RE1 INING PROPO ED 2ND Q •� �� O ' A STORY EXTERIOR -F- :• , . O STORM DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA= I I • 4,846.5sFx.167 FT/HR x1.0=808.3CF O ; LINE OF FO ER ' BALCONY I STORM DRYWELL CAPACITY REQUIRED FOR PERMEABLE AREA- 3,738.7 SF X.,67 FTMR X 0.3=187.3 CF PATIO/ON D ECK 1 I (] PROPOS a EI? MON• TOTAL CUBIC FEET OF STORAGE REQUIRED■8W.3+187.3-996.6 CF ♦ \ I f O,� I i PERMEABLE ,+ TOTAL CUBIC FEET OF STORAGE TO BE PROVIDED=1,a69.7 CF>998.E CF [c ' �+ `fir /% �� 1_L TENT OF EXIST.2ND DRIVEWAY • DRYWELLS T BE PR DED �/ �� I 6./ , � d• .• Q W f LOOR FOOTPRINT '� 9-15-23-23 RE-ISSUED FOR BUILDING PERMIT DENIAL (1)10'DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN 00 RING,EFFECTIVE DEPTH-4.5 Q1 \ STORM CAPACITY=88.42 CU.FT.PER LIN.FT. - - I 6022 3 ISSUED FOR BUILDING PERMIT DENIAL �' PROPOSED DRAIF INLET _� r 68.42 X 4.5=307.89 CU.FT.CAPACITY c , I C.B. v I (� ° EP INDICATES L CATIONS (1)17 DIA.X 4'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=3.5 l OUTDOOR I v CAPACITY-68.42 CU.FT.PER LIN.FT. I 304' FIREPLACE I t FOR POTENTIAL XPANSION s6.42X3.5=239.47 CU.FT.CAPACITY ; EXISTING DECK/ 10 ON L_ LEACHING POOLS PER SCDHS REQMTS. C 1Z DIA.X 5'HEIGHT PRECAST CONC.STORM DRAIN RING,EFFECTIVE DEPTH=4.5 GRADE TO B E REPAIR WS J S ARCHITECTS EL . , s CAPACITY=100.88 CU.FT.PER UN.FT. I ' 100.6e x 4.6-453.95 CU.FT.CAPACITY i i STORM DRYWELL SYSTEM C, TOTAL CAPACITY TO BE PROVIDED=307.89+239.47+453.916 1,001.32 CF>996.6 CF o ❑ S. SHADED AREA 12'DIA.X 5'HEIGHT PRECAST 755 NEW YORK AVE., HUNTINGTON, N.Y. 6.7 ', I CONCRETE STORM 1 INDICATES AREA DRAINAGE RING (631) 351-1999 ' PROPOSED ° I i OF PROPOSED 2 I ,: areenporc ; RETAl11jNG j _ Oj•. STORY ADDITION EXISTING BUILDING AREA WALL `� OPEN Tex Map Number IODD-35-5-34 Tw •4 �� COVERED PROPOSED PROPOSED (/ STORM DRYWELL SYSTEM A, S.F. I CABANA FLOOR 1 GARAGE FLOOR HOUSE= 3, ' T PORCH 10 DIA.X 5 HEIGHT PRECAST SOD° °" Res �� ELEV.10.5 ELEVATION 11.0 f ELEVATION 9.5 CONCRETE STORM ARCHITECTURE INTER( OPEN PORCH AREA,(>30 S.F.)= S.F. O�G \ I L •7 ' 1 ORS PLANNING POOL AREA= S.F. Date: 12CLBR2 8:40AM A0 EL 8.7 ° I DRAINAGE RING 8 i f THESE PLANS ARE AN INSTRUMENT TOTAL EXISTING BUILDING COVERAGE= 3, S.F. , EL .7 i S BORING O� OF SERVICEARCHITECT. a AND ARE THE PROPERTY 3,934.9 SF DIVIDED BY 14,817=26.5/o ; ❑ ° LOCATION ECT.INFRINGEMENTS I I •�/ G WILL BE PROSECUTED. PROPOSED BUILDING AREA/LOT COVERAGE Mixed 6"d'" bam 1 !. V cj f1HE ONTRACTORSHALLVEI�YALL e BRED A Q CONDITIONS AND BE Q -------- 3 �� 1 .V X AC G /� ANTITY OF_ 4♦ ` RESPONSIBLE FOR FIELD FITAND HOUSE= 2, S.F. COND. !0 `� QUA E MADE IN BEHALF OF THE ALLOWANCES OPEN PORCH AREAS(>30 S.F.,CUMUL.)= S.F. N "� I tia 1w QO CONTRACTOR FOR ANY ERROR OR f ` _ NIEGLECT ON HIS PART. 41-11 . ' ► POOL AREA= S.F. ero,,,,�y,� Ba X G STORM DRYWELL SYSTEM B, V G�j 10' DIA. X 4' HEIGHT PRECAST w TOTAL PROPOSED(BUILDING COVERAGE= 3, S.F. CO� �� CONCRETE STORM P` °3,477 DIVIDED BY 14,817=23.4% �� `� OO DRAINAGE RING �� `" �'��*y q 01716 �0 EXISTING GROSS FLOOR AREA ;� \ AVQ �O Qy J CERT. NO. EXISTING FIRST FLOOR GROSS FLOOR AREA 3,259.4 S.F. w.w�Iaow„r.Islo�,eawl,.ne sP �� O ^�\` O�l` PROJECT NAME EXISTING SECOND FLOOR GROSS FLOOR AR 953.0 S.F. ,;f l b O V ' EXISTING THIRD FLOOR(OBSERVATORY)GR FLOOR AREA= 80.6 S.F. .\ �j� x EL 5. 0��� ALTERATIONS&ADDITIONS TO: EXISTING ATTIC ABOVE 1ST FL. CLEAR HT. > 8.5 S.F. O EXISTING 1ST FL. CI'-G. HT.> 15'= 16.3 S.F. O 0 . 1�1 o 520 SNUG EXISTING ATTIC ABOVE 2ND FL.,CLEAR HT.> ' 61.7 S.F. 1r 2� `��` TW .3.4 �C�'O TO 4,379.5 S.F.= C� ` ' HARBOR ROAD TOTAL EXISTING GROSS FLOOR AREA Comrltents: Water erloountered 9.6'ttAlow surface G � `\ 1 PROPOSED GROSS FLOOR AREA <� O SCTM# 1000-35-05-34 O , SOIL BORING y " �, \ Q 520 SNUG HARBOR RD PROPOSED FIRST FLOOR GROSS FLOOR ARE 2,631.4 S.F. 6`r 0 1 O GREENPORT,NY PROPOSED SECOND FLOOR GROSS FLOOR A =1,605.7 S.F. TEST HOLE DATA ` • �Q �1 G 1'I �� `� DRAWING TITLE r-O `1` NOTE: REFER TO AND COORDINATE WITH DRAWING SD1.0 TOTAL GROSS PROPOSED GROSS FLOOR AR 4,237.1 S.F. `��(j �� FOR INFORMATION REGARDING PROPOSED DEMOLITION SOIL BORING PERFORMED BY McDONALD 12/28/ O AND REMOVAL OF PORTIONS OF EXISTING BUILDING Z0NIN ^--' GEOSERVICES,SOUTHOLD,NY ON 12/28/2022 � � '` �y\ Q � �\ AND FOR INFORMATION REGARDING PROPOSED 'I DATA 4 Volt `�`� tL � ` , � DEMOLITION AND REMOVAL OF EXISTING SITE SCTM#DISTRICT 1000-SECTION 35 BLOCKS LOT ZONING DISTRICT-R-40 �(r, i `'`�` J �� IMPROVEMENTS. SITE PLAN LOT IS NON-CONFORMING. REFER TO ZONING SECT( W124 NONCONFORMING LOTS LESS THAN 20,000 SF ;0 0 \ .O 43 �(6 ` Oc REQUIREMENTS FOR"NON CONFORMING LOTS"SEC rl 280-124 PERMITTED EXISTING PROPOSED LOT AREA 14,817 SF 14,817 SF BUILDING AREA 2,963.4 SF 3,934 SF 3,477 SF ` INFO & SURVEY DATA MINIMUM LOT 1MDTH FRONTAGE 1`� �•64• 48.64 \ ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY DRAWN BY \ MAXIMUM BUILDING COVERAGE(%) 20% 26.5% 23.4% `, .,`3' PREPARED BY KENNETH M WOYCHUK LAND SURVEYING, DRAWING NUMBER ,(�`► PLLC, DATED 01/25/2022 JB MAXIMUM GFA=2,100 S.F.+12.5%OF LOT AREA IN SS OF 10,000 S.F. 2,702.1 S.F. 4,379.5 SF 4,237.1 SF 0 ` 42.37"TO FRONT OF HOUSEKHEA 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM MINIMUM FRONT YARD(FT) 35' 36.3T 38-T TO ROOF E VE A AT FRONT PORCH ``� � TOP VINYL B PPING 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: � CHKD BY MINIMUM SINGLE SIDE:YARD(FEET) 10' 10.2' 10.8' \ pGp CA 5 F.FL. -FIRST FLOOR is MINIMUM TOTAL SIDE YARDS(FEET) 25' 24.2' 25.2' W I Y• 3, TB:TOP GARAGE COVERED -SOTTOM OF BULKHEAD DATE MINIMUM REAR YARDS(FEET) 35' 2ULKHEAD 3 Ou E) z3 o Pool PORCH) TIN -TOP of WALL 2 1 O IE STORIES IN L. B' BOTTOM OF WALL 6-01-2D23 MAXIMUM BUILDING HEIGHT(STORIES/FT) 2 TORIES.,35'TO PEAK TO PEAK OF SLOPED OBSERVATORY,3Z TO 2 STORIES.,3Z TO PEAK OF SLOPED ROOF 2. FLOOD ZONE INFORMATION TAKEN FROM:ROOF,26 TO TOP OF TOP OF FLAT ROOF FLAT ROOF. ABOVE OBSERVATORY. FLOOD INSURANCE RATE MAP No. 36103COI 76 H PROJ # ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2022-19 z STORIES,PORT(O 0_�TE PLAN ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% PEAK OF SLOPED ROOF OVER MAIN PORTION OF HOUSE. 10 ANNUAL CHANCE FLOODPLAIN. SCALE AS NOTED FIS � P F Iffil rn Ow 1=41 /111 �zl 75'-10" 2'-0" 20'-0" 26'-4" 27'-6" R LSCREEN- VVQJ ❑ --- - ❑ ---------------------- ❑ ------ ❑ I 1 20'-0° co STEPS DN PORCH AS REQUIRED EV RAILING TY ( I Fil I I 117 [iR ER II II { I II II ' OUTDOOR FIREPLACE I CAB A ROOM ^ I TOILET Eo (V (V O M I I I I I I ( Ir 22 0" ji r 10-30-23 REVISEDDOOR FROM AUTOMOBILE GALLERY I 10-10-23 REVISED ROOF LINES STEPS 9/15/23 RE-ISSUED FOR PERMIT DENIAL I I DOWN 6/2/23 ISSUED FOR PERMIT DENIAL 4/12/23 ISSUED FOR CLIENT REVIEW 3/8/23 ISSUED FOR CLIENT REVIEW 1/26/23 ISSUED FOR CLIENT REVIEW 1/17/23 ISSUED FOR CLIENT REVIEW — 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW 00 ( I I c\I I I I KITCHEN I n n 26'-6" AU OMOBI E G ERY(4ONDIT NED SPACE) I WSJ S ARCHITECTS I o I Q 010 755 NEW YORK AVE., HUNTINGTON, N.Y. o I (631) 351-1999 I I� STEPS DOWN I I I I II I I I ARCHITECTURE INTERIO S PLA NING­ I 3 THESE PLANS ARE AN INSTRUMENT I I OF SERVICE AND ARE THE PROPERTY II I HALL OF THE ARCHITECT.INFRINGEMENTS HALL ffnI I WILL BE PROSECUTED Eo AR I I STONE ��� � ipFr °Q THE CONTRACTOR SHALL VERIFY ALL \ T Lo \ VVV o in I I STOOP FIELD CONDITIONS AND BE ��4 �,SEW' � \\ I DINING AREA RESPONSIBLE FOR FIELD FIT AND I ; QUANTITY OF WORK.NO ALLOWANCE CONTRACTOR FOR ANY ERROR OR F SHALL BE MADE IN BEHALF OF THE I NEGLECT ON HIS PART. k i. — I— PWDRy; a-:F :�} >`.r.;:' DN x i ' STEPS- DOWN� - - - - -- -- ( \ CL M �Z ¢� J CL ya I , ;,� -to r\ I I O LAUND `V 4'-8' 2'-0" 20'-10" 5 I CER`T. NO. CL I PROJECT NAME I / 0 ALTERATIONS &ADDITIONS TO: BATH BEDROOM 1 I \ y.— —— —— —— I LIVING ROOM 5 O ' I HARBOR R I II OAD I I I GREENPORT, NY UP FOYER I I DRAWING TITLE it 1 l'-4" 8'-6" 11� FIRST FL I OOR I ; PLAN II II ISTONE PORCH 1 1 ( 1 1 DRAWN BY DRAWING NUMBER LEGEND: I I I i CHKD BY -- ---- ---- ------------ - - ------- EXISTING WALL TO REMAIN 2'-10" 21'-6" 9'-2" 45'-2" DATE EXISTING WALL TO BE REMOVED A200 2022-19 NEW WALL 0 FIRST FLOOR PLAN 1�4"=r-O° SCALE 1/4"= 1'-0" c LRAIL ING TY . OUTDOOR ROOF DECK STAIR PLATFORM OPEN TO BALCONY BELOW STAR PLA FO M STAIR RAIL IN P, PLATFORM 10-10-23 REVISED ROOF LINES 9-27-23 REVISED ROOF LINES 1-26-23 ISSUED FOR CLIENT REVIEW 1-17-23 ISSUED FOR CLIENT REVIEW - 1-13-23 ISSUED FOR CLIENT REVIEW 1-12-23 ISSUED FOR CLIENT REVIEW I � I 5'-6" Lo 1 '-0" 715'- I WSJS ARCHITECTS WALK IN CLOSET_ LO 755 NEW YORK AVE. HUNTINGTON, N.Y. ., . , I I (631) 351-1999 is p I � I BATH O OUTDOOR BALCONY O I I ARCHITECTURE IN ERIOR PLANNING" I � � Hi�LL THESE PLANS ARE AN INSTRUMENT j B/� OF SERVICE AND ARE THE PROPERTY /O OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED. ��C>� N $EIFf� FC,` BEDROO 4 / \ I r - \ VERIFY ALL THE CONTRACTOR SHALL VE � FIELD CONDITIONS AND BE O _ , x ,,;;,;;, RESPONSIBLE FOR FIELD FIT AND S.• c�1 QUANTITY OF WORK.NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HIS PART. !f ' N yl DOWNAN LAL DR LIN % BATH O I �.....�.. CERT. A I , PROJECT NAME n - C SET / I - -CL SET ALTERATIONS &ADDITIONS TO: � O ME HANICAL ry ? O O SNUG SPA E CO I (V „< to 04 HARBOR ROAD 8'-8" 6" 11'-10" 3'- 5'-0" 1 V-5" 11'-5" FAMILY ROOkA 00 - � \ GREENPORT, NY L- I DRAWING TITLE I I / UPPER JOYER I / OPEN T BEL W � BEDROOM 2 BEDROOM 3 I I SECOND FLOOR PLAN LEGEND: f c EXISTING WALL TO REMAIN � _ - �- _ - - - - � - - - - - - -� - - - - - - - - - - � DRAWN BY DRAWING NUMBER EXISTING WALL TO BE REMOVED HKD BY NEW WALL DATE A300 SECOND FLOOR PLAN PROJ # 1 114"=19 2022-19 SCALE 1 SKY PLANE VARIANCE REQUIR D 12 p 9 _ p s SECOND FLR CLG EL._18'-0" (29.5')- - - - - - - - - IL P _J -SECOND FLR EL. 10'-0" (21.5') - - - FF- - - - - - - - - - - s, I STONE VENEE R r ( AS SELECTED BY OWNER 15'-2" Lij -FIRST FLR EL. 0'-0" (11_5') 10,-s' CABANA RM FLR EL. -0'-(-" (11.0') 10-10-23 UPDATED ROOF LINES GARAGE FLR EL.- 2'-0" (9.51) - - p - - p - p p p p p p p p p p _ - - - - p p - p p p p - - - 9-27-23 UPDATED ROOF LINES 6-2-23 ISSUED FOR PERMIT DENIAL 3/8/23 ISSUED FOR CLIENT REVIEW AVERAGE GRADE EL. - 2.'-6" (9.0') REDUCED FLOOR AREA&SKY PLANE ADJUSTMENTS EL + 8.4 AVG . ASONE SELECTED VENEER ASONE SEL SELECTED VENEER 1/26/23 ISSUED FOR CLIENT REVIEW STONE VENEER AS SELECTED BY OWNER BY OWNER 1/23/23 ISSUED FOR CLIENT REVIEW BY OWNER 1 7J23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW OEAST ELEVATION FRONT WSJS ARCHITECTS 755 NEW YORK AVE., HUNTINGTON, N.Y. (631) 351-1999 p p ARCHITECTURE I TERIOf S PLANNING - - - - THESE PLANS ARE AN INSTRUMENT f p OF SERVICE AND ARE THE PROPERTY �ERE� AR OF THE ARCHITECT.INFRINGEMENTS F WILL BE PROSECUTED. 41�� SElp Cl THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND BE RESPONSIBLE FOR FIELD FIT AND > � ; QUANTITY OF WORK,NO ALLOWANCES R , SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR OR p NEGLECT ON HIS PART. CERT. NO. PROJECT NAME p p ALTERATIONS&ADDITIONS TO: p 520 SNUG kNUIN(3 SLAM ME I AL HARBOR ROAD GREENPORT, NY DRAWING TITLE p EAST & WEST FIRST FLR EL. 0'-0" (11.5') ELEVATIONS p p p - CABANA RM FLR EL. -0'-6" (11.0') = GARAGE FLR EL.- 2'-0" (%5') DRAWN BY DRAWING NUMBER AVERAGE GRADE EL. - 2'-6" (9.0') STONE VENEER p CHKD BY AS SELECTED BY OWNER STONE VENEER AS SELECTED DATE BY OWNER A4 0 WEST ELEVATION REAR 2 PROJ # 2022-19 SCALE V% pill vllz� I A rl "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY "TIMBERLINE"ASPHALT SHINGLES AS SELECTED BY THE OWNER ih WOODEN RAILING AND SUPPORT UPRIGHTS WITH CABLE GUARDS TYP. — L "AZEK"TRIM BOARDS STANDING S M M15TET OFING c ELE&I=D TYP. M BY TH E OWNER STANDING SEAM ME AL SECOND FLR EL. 0'-0" (115) ROOFING SELEC ED _ — — — �THE — — — — - — t — — N "AZEK"COLUMN ENCLOSURE TYP. H 04 = O J U WOODEN RAILING AND SUPPORT UPR GHT 3 0 o� WITH CABLE GUARDS TYP. FIRST FLR EL._0'-0" (115)_ 0 0 0 0 0 0 0 — o O o 0 0 0 0 0 o O O O o 0 0 0 0 0 0 0 0 0 0 0 — _ — CABANA RM FI.R EL. -0'-6" (11.0') O GARAGE FLR EL.— 2'-0" (9.5') O O O O O O O O O O O O O O O O O O O O O O O AVERAGE GRADE EL. — 2'-6" (9.0') 0 0 0 0 0 0 0 o STONE VENEER EL 9.2' EL 9.2' EL 10.0' AS SELECTED BY OWNER EL. +6.5" EL. +5.8' 10-10-23 UPDATED ROOF LINES 9/27/23 UPDATED ROOF LINES 6/2/23 ISSUED FOR PERMIT DENIAL 0_§OUTH ELEVATION 1/26/23 ISSUED FOR CLIENT REVIEW va"=r-o° 1/17/23 ISSUED FOR CLIENT REVIEW 1/16/23 ISSUED FOR CLIENT REVIEW 1/12/23 ISSUED FOR CLIENT REVIEW :t WSJS ARCHITECTS 755 NEW YORK AVE., HUNTINGTON, N.Y. "TIMBERLINE"ASPHALT A, 631 351-1999 SHINGLES AS o "TIMBERLINE" ( ) SELECTED BY THE OWNER SEI ECT D BY THE OWNER o - - - p - - - - - - - - - - - - - - - ARCHITECTURE nINTE,, IORS PLANNING O THESE PLANS ARE AN INSTRUMENS OF SERVICE AND ARE THE PROPERTY "TIMBERLINE"ASPHALT SHINGLES AS OF THE AIRCHITECT,INFRINGEMl=NTS INFRINGEMENTS .�E.RFp aRC'y� WILL BE PROSECUTED. S E THE CONTRACTOR SHALL VERI ALL SELECTED BY THE OWNER FIELD CONDITIONS AND BE `Z' n".A<!Rs RESPONSIBLE FOR FIELD FITA D I? �„i r, QUANTITY OF WORK.NO ALLOWANCES ',";•.,e O SHALL BE MADE IN BEHALF OF�liE a " ° �► CONTRACTOR FOR ANY ERROR OR < , -� NEGLECT ON HIS PART. r71�,1 � .r 1,000, p O O O f i CtRT. NO. STANDING SEAM METAL ANG SEAM ME PROJECT NAME a�OJNG SELECTED DING SEAM METAL p p o 0 ROOFING SELECTED BY THE OWNER ROOFING SELECTED "' ALTERATIONS&ADDITIONS TO: BY THE OWNER p BY THE OWNER p p p SECOND FLR EL. 0'-0" (115) 52 OS SNUG � 00 V ROAD TTT O O D O O O DRAWING TITLE GREENPORT, NY O O O O O O bo COVERED 0 0 0 0 o O PORCH NORTH & SOUTH p p p p p p FIRST FLR EL. 0'-0" (115)_ ELEVATIONS CABANA RM FLR EL. 4-6" (1 1.0') O O O O O O O O O O O O O O O O O O O O O O O O O O O GARAGE FLR EL.- — — EL+,9.4' AVERAGE GRADE EL. - 2'-6" (9.0') DRAWN BY DRAWING NUMBER STONE VENEER O TDOOR GAS FIREPLACE EL+8.4' STONE VENEER BY OWNER ER SELECTED COVERED PORCH CHKD BY 2 NORTH ELEVATK4 EL-1'-0"(10.5) 1/4"=T-O" "a. DATE 500 PROD # 2022-19 SCALE 1/4"= 1'-0"