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HomeMy WebLinkAbout8053 Ott (�Cw/ boss 4e-M-Oti,�,Jj.v a- �l f Yi/"fll�Lj( juku tv f of A�rtXX A-ft-,,I Sec zM-i I t-A-L -4u5 '19V All ........... -------------- ----- Owner: Peter Stein File M8053 1//\\ ' Addn*ua: 63417 CR48 Code: 17PA / Agent Info Finnegan Low P.C. P.O. Box 1452 / MatUtuck . NY 11952 | Phune: 831'315'8078 Fax: / Email: mfinnegan@Vnorthfork.law / __________________ ______-�___�___-� _____-__-______'-__ f} L_ i ,r~' __`��| l\ | 7[� - COP V l '~ �� ( ~. �x��� �'� ` / '" � Y�y) `~[/ � Aqy ��) �,|',/� L r�/- \ oJ ���~/ ��� -^ ' / ky/ ��k� \ /' . ` ' ' ' ' BOARD MEMBERS ��OF SOUjy® Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O f0 53095 Main Road• P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. Office Location: Nicholas Planamento aQ Town Annex/First Floor Margaret Steinbugler C�UNTY,� 54375 Main Road(at Youngs Avenue) South W 2lVEL® http://southoldtownny.gov -9 3:3© ZONING BOARD OF APPEALS u� . 5 2026 TOWN OF SOUTHOLD xma�� Tel. (631) 765-1809 outhold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 4,2026 ZBA FILE: #8053 NAME OF APPLICANT: Peter Stein and Allison Kronick Stein PROPERTY LOCATION: 63417 County Road 48, (Adj.to the Long Island Sound)Greenport,NY SCTM No. 1000-40-1-18 SEQRRA 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 1.4-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated August 11, 2025, stating that this application is considered a matter for local determination as there appears to be no significant county-wide,or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 7, 2026. 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. Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and Regulations for all Andros.Patent and other land under their jurisdiction. D. Provide adequate buffers between wetlands and adequate or nearby uses and activities in order to Ensure protection of the wetland's character, quality, values, and functions. The plan includes property improvements that are inconsistent with the requirements of Chapter 268 Waterfront Consistency Review based on re-building of a residence less than 100 feet from the wetland boundary. However, the portion of the proposed -,voik that includes installation of a new I/A system to treat septic is consistent with Chapter 268 Waterfront Consistency Review. Page 2,June 4,2026 #8053, Stein SCTM No. 1000-40-1-18 Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharge that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. Modifying existing sewage treatment facilities to provide improved nitrogen removal capacity. However, considering the Town of Southold Board of Town Trustees' January 6, 2026 granting of a permit for an earlier version of this application, which placed the new construction closer to the wetland boundary than the final version prepared by Snowdon II, Ltd, signed and sealed by Nicholas Mazzaferro, P.E., last revised May 19, 2026,this Board finds that the requirements of the LWRP Policy 6 noted above have been met. PROPERTY FACTS/DESCRIPTION: The subject property is a 56,812.59 square foot lot (31,936.54 square foot buildable land) located in the R-80 Zoning District. The northerly property line measures 140.00 feet and is adjacent to the Long Island Sound,the easterly property line measures 475.68 feet,the southerly property line measures 122.39 feet and the westerly property line measures a total of 421.39 feet. The property is improved with a two-story frame dwelling with an attached wood deck located seaward of the dwelling, a detached two-car frame garage located close to the easterly property line and south of the residence and an in-ground swimming pool, all as shown on the survey map prepared by Jason D. Leadingham, LS, last updated July 12,2023. BASIS OF APPLICATION: Request for Variances from Article XXII, Section 280-116A(1); Article XXIII, Section 280-124 and the Building Inspector's June 20, 2025; Amended February 25, 2026 Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single-family dwelling;at: 1)existing swimming pool located in other than the permitted rear yard; 2) construction less than the code required 100 feet from the top of the bluff; located at: 63417 County Road 48,(Adj.to the Long Island Sound)Greenport,NY. SCTM No. 1000-40-1-18. RELIEF REQUESTED: The applicants request variances to demolish and reconstruct a new single-family dwelling at 63417 County Road 48, Greenport, NY. SCTM No. 1000-40-1-18. The proposed single-family dwelling, on this nonconforming 56,812.59 square foot lot(31,936.54 square foot buildable land) located in the R-80 Zoning District, is not permitted pursuant to Article XXII, Section 280-116A(1),which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of the bluff'. The dwelling will be located 60 feet 6 inches from the top of bluff. Additionally,the new dwelling is not permitted pursuant to Article III Section 280-15,which states accessory building and structures shall be located in the required rear yard, or in the case of a waterfront parcel, accessory buildings and structures may be located the front yard, provided that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings. The location of the dwelling places the existing accessory swimming pool partially in a side yard. ADDITIONAL INFORMATION: The applicants were granted Southold Board of Trustees Wetland Permit No. 10891 dated December 17, 2025 to demolish and remove the existing dwelling, foundation, wood decks, wood fence, low, stone wall, and stone path; construct a new 3,135 square foot two-story dwelling that includes a 16.2 ft.x10.10 ft. covered porch, a 21 ft.x 4.6 ft.northwest covered porch;a 5.5 ft.x 8.3 ft.front deck, 5.1 ft x 9.2 ft.front entrance steps, 51.8 ft. x 10.1 ft. at grade patio, 38ft. x 2 ft. wood steps, 15.5 ft. x 4.5 ft. and 12.4 ft. x 4.4 ft. second story balconies, install a new permeable gravel driveway;install a new I/A sanitary system landward of the dwelling; any excavated fill to be graded out on the landward side of the property; existing 15 ft.wide non-turf buffer; and to remove three(3)trees and replace with three (3)native hardwood trees; the condition to preserve all trees within Trustee jurisdiction. If any tree needs to be removed, a separate request must be made to the Board of Trustees; and as depicted on the site plan prepared by Snowdon II Ltd., received December 10,2025, and approved December 17,2025. Page 3,June 4,2026 #8053, Stein SCTM No. 1000-40-1-18 At the January 8, 2025 Public Hearing, Patricia Moore, Esq. represented the neighbors to the east and west of the applicant's property, indicating that both neighbors oppose this project and are concerned with the proposed plans. She noted that while the neighbors have invested money to address the severe erosion of the toe of the bluff,the prior owner of the subject parcel did not agree to join them in the repair. The neighbor to the west had concerns about the side yard setback,(which was nonconforming in the original plans) and the proximity of the new addition to their property line. The neighbor to the east stated that the pool equipment encroaches on their property. The original application included Site Plan and architectural drawings prepared by Snowdon II Ltd., Consulting Architect/Designer, stamped and sealed by Nicholas J. Mazzaferro, PE, dated June 16, 2025. Subsequent to the May 7, 2026 public hearing the neighbors to the east requested that the bluff revetment work occur prior to the house building project. The Board received two letters of support for.the project. At their March 18,2026 regular meeting,the Southold Town Board of Trustees granted an Administrative Amendment to Wetland Permit#10891 to relocate the previously approved dwelling to the east to comply with the minimum side yard setback of 20 feet. AMENDED APPLICATION: At the January 8, 2026 public hearing the Board closed the hearing for this application and reserved a decision to a later date. Request to reopen the hearing was made and on their.January 22, 2026 Special Meeting the Board voted unanimously to re-open the hearing on this application. A second public hearing was held on May 7, 2026 to consider plans prepared by Snowdon II Ltd, noted to be revised December 11, 2025 but received by the Board office on March 4, 2026, and reflecting the changes the applicant's representative mentioned in a January 20, 2026 communication to the Board: a bluff setback of 60.5 feet, the house J relocated such that the pool would be partially in the side yard, and eliminating the need for a side yard setback. On May 19, 2026 the Board received a second updated site plan prepared by Snowdon II Ltd, still noted to be revised December 11, 2025,reflecting the proposed house with a 70-foot bluff setback. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The ZoningBoard of Appeals held public hearings on this application on January 8 2026 and on May 7 2026 at PP P g PP rY � Y which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence;the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Other homes in neighborhood, albeit built prior to the 100-foot bluff setback requirement,have similar or smaller bluff setbacks. The property is set far back from Route 48 with two undeveloped parcels separating it from that main thoroughfare and there is vegetation screening visibility from the parcels to the east and west. The pool is existing,not newly-built in the side yard, and its location partially in the side yard is solely the result of locating the house as far from the top of the bluff as practical. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant amended the application twice to reduce the bluff setback nonconformity, and the proposed final house location is a practical compromise among the objectives of maximizing bluff setback,working with the contours of the parcel,and keeping the existing pool a reasonable distance from the house. Page 4,June 4,2026 #8053, Stein SCTM No. 1000-40-1-18 3. Town Law V67-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code relating to the in-ground swimming pool in the side yard and representing 30% relief from the code relating to the setback from the top of the bluff. However,the final proposal eliminated the need for a side yard setback and resulted in a bluff setback greater than other homes in the neighborhood. The relocation of the house to reduce the bluff setback nonconformity caused the existing pool location to become technically noncompliant. 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. The concern for the environment due to the bluff erosion is valid and the applicant should make every effort to work with their neighbors to address the bluff integrity. 5. Town Law U67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant the benefit of a new dwelling 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 267-13,motion was offered by Member Acampora,seconded by Member Steinbugler,and duly carried, to GRANT the Relief as Amended as shown on site plan last received May 19, 2026 depicting a 70-foot setback from the top of the bluff. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. The applicant shall submit to the Board of Appeals two copies of correctly dated and sealed site and architectural plans as submitted with the amended application approved herein, prior to obtaining a building permit. 3. The pool mechanical systems shall be relocated to eliminate encroachment on the neighboring parcel and shall be compliant with bulk schedule setbacks or housed in a sound-deadening enclosure. 4. Bluff stabilization shall be undertaken once NYS DEC permits and a Southold Town building permit have been obtained and shall be completed within twelve months from this decision. 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 rikht to substitute a similar design that is de minimis in nature for an alteration that does not increase the decree of nonconformity,Provided de minimis relief is requested within one year of the date of this decision Any time after one year, the Board may require a new application. Page 5,June 4,2026 #8053, Stein SCTM No. 1000-40-1-18 IMPORTANT LIMITS ON THE APPROVALS) 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 andpublic hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subjectproperty 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), Planamento,Acampora, Lehnert, and Steinbugler. (5-0) C� Leslie Kanes Weism Chairperson Approved for filing / /2026 1AITC OFFICE LOCATION: �*0f soUTjyO MAILING ADDRESS: �i Town Hall Annex �� �� P.O. Box 1179 54375 State Route 25 Southold,NY 11971 Qr�f,�1(cor.Main Rd. &Youngs Ave.) T D'°b Southold, NY 11971 G Q Telephone: 631 765-1938 f lyCOU NT`l, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD 90�3 RECEIVED JAN 0 6 2026 To: Leslie Kanes-Weisman, ZBA Chairperson Members of the Zoning Board of Appeals ZONING BOARD OF APPEALS Cc: Julie McGivney, Assistant Town Attorney Glenn Goldsmith, President, Board of Trustees From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: January 7, 2026 Re: LWRP Coastal Consistency Review Peter & Allison Stein, SCTM# 1000-40.-1-18 This application is a Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's June 20, 2025 Notice of Disapproval based on an application to demolish and reconstruct a new single-family dwelling at: 63417 County Road 48, Greenport. SCTM# 1000-40.-1-18. The proposed action has been reviewed to Chapter § 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. The plan includes property improvements that are inconsistent with the requirements of Chapter § 268 Waterfront Consistency Review based on re-building of a residence less than 1 00' from the wetland boundary. However, the portion of the proposed work that includes installation of a new VA system to treat septic is consistent with § 268 Waterfront Consistency Review: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharge that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. Modifying existing sewage treatment facilities to provide improved nitrogen removal capacity. 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. Pursuant to Chapter 268, the Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. RECEIVED Atv 2026 ZONING BOARD OF APPEALS 2 I- 1LtN1 - iY1G�( COUNTY OF SUFFOLK tv EDWARD P.ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER August 11, 2025 Received Town of Southold Zoning Board of Appeals AUG 112025 P.O. Box 1179 Southold,NY 11971 Zoning Board of Appeals Attn: Leslie Kanes 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 Stein, Peter & Allison #8053 Very truly yours, A"^l (F C57a_v� By Oralee Shelton Joseph E. Sanzano, Planning Director Division of Planning and Environment JES/os cc: Elizabeth Sakarellos, Town of Southold H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,2"'FI ■ P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 s 1bS 1 Glenn Goldsmith,President OF SOUry Town Hall Annex Nicholas Krupski,Vice President hOVV ®!� 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly y Joseph Finora Q Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 20, 2026 David Snowdon-Jones PO Box 71 Orient, NY 11957 RE: PETER STEIN &ALLISON KRONICK STEIN 63417 COUNTY ROAD 48, GREENPORT SCTM#: 1000-40-1-18 Dear Mr. Snowdon-Jones: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, March 18, 2026: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10891 to relocate previously approved dwelling to the east in order to comply with minimum side yard setback of 20'. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, 'eLa— 4&r'V.'A Glenn Goldsmith, President Board of Trustees MAY Glenn Goldsmith, President "of SO�/,� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®V� ®�® P.O.Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly coy Telephone(631) 765-1892 Elizabeth Peeples � a0 Fax(631) 765-6641 COUNTY BOARD OF TOWN TRUSTEES P;3 TOWN OF SOUTHOLD Receive. January'6, 2026 JAN 0 5 2026 David Snowdon-Jones Zoning Board of appeals PO Box 71 y Orient, NY 11957 RE: PETER STEIN & ALLISON KRONICK STEIN 63417 COUNTY ROAD 48, GREENPORT SCTM# 1000-40-1-18 Dear Mr. Snowdon-Jones: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 17, 2025 regarding the above matter: WHEREAS, David Snowdon-Jones on behalf of PETER STEIN & ALLISON KRONICK STEIN applied to the Southold Town Trustees for a permit under the provisions of "Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated July 11, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 and 5.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: installation of an I/A septic_ system; establish and perpetually maintain a 15' wide non-turf buffer; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on December 17, 2025, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 Red0v d WHEREAS, the project complies with the_standards set forth in Chapter 275 of the - . Southold Town Code, JAN 0 t.2026 WHEREAS, the Board has determined that the project as proposed'will ngbAff@ A of'Appeals health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of PETER STEIN & ALLISON KRONICK STEIN to demolish and remove the existing dwelling, foundation, wood decks, wood fence, low stone wall, and stone path; construct a new 3,135sq.ft. two-story dwelling that includes a 16.2'x10.10' covered porch, a 21'x4.6' northwest covered porch; a 5.5'x8.3' front deck, 5.1'x9.2' front entrance steps, 51.8'x10.1' at grade patio, 38'x2' wood steps, 15.5'x4.5' and 12.4'x4.4' second story balconies; install a new permeable gravel driveway; install a new I/A sanitary system landward of dwelling; any excavated fill to be graded out on the landward side of the property; existing 15''wide non-turf buffer; and to remove three (3) trees and replace with three (3) native hardwood trees; with the condition to preserve all trees within Trustee jurisdiction. If any tree needs to be removed, a separate request must be made to the Board of Trustees; and as depicted on the site plan prepared by Snowdon II Ltd, received on December 10, and stamped approved on December 17, 2025. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be,paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $ 50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees ° oaav�'v0000 -�? ,.;"., �Favwodo35o° °N-r 000...�.:. • ..q.°q4°°a°o Ono,Aoo , .,, - og8p0v°a4 eon90��o p44°.4v1b vdndvPOYp° . •emp4li°°°°�oPo/°�CC�`` . - w Wy✓,,,, `uuu��W� �� .. C .e` ,�. „"'' yyi�„au.�..u�t�`�uuy �... � BOARD OF SOUTHOLD TOWN TRUSTEES IT o6 ° SOUTHOLD, NEW YORK =r' L `s PERMIT NO. 10891 DATE: DECEMBER 17, 2025 °ooPe6A� ISSUED TO: PETER STEIN & ALLISON KRONICK STEINWG3 Rocelvel PROPERTY ADDRESS: 63417 COUNTY ROAD 48, GREENPORT JAN 0 5 SCTM# 1000-40-1-18 e411o. °iei64 ZoningBoard of AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i ;! accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 17.2025, }` and in consideration of application fee in the sum of$1,250.00 paid by Peter Stein&Allison Kronick Stein and �1' �6+ subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: _ Wetland Permit to demolish and remove the existing dwelling, foundation,wood decks, 4PPo� wood fence, low stone wall, and stone path; construct a new 3,135sq.ft. two-story ` s dwelling that includes a 16.2'x10.10' covered porch, a 211x4.6' northwest covered porch; a 5.5'x8.3' front deck, 5.1'x9.2' front entrance steps, 51.8'x10.1' at grade patio, eedcP°P. , f 7 7 7 7 OvE+is° _ 38 x2 wood steps, 15.5 x4.5 and 12.4 x4.4 second story balconies; install a new permeable gravel driveway; install a new I/A sanitary system landward of dwelling; .. any excavated fill to be graded out on the landward side of the property; existing 15 wide non-turf buffer; and to remove three (3) trees and replace with three (3) native 6 hardwood trees; with the condition to preserve all trees within Trustee jurisdiction. If any tree needs to be removed, a separate request must be made to the Board of E Trustees; and as depicted on the site plan prepared by Snowdon II Ltd, received on December 10, and stamped approved on December 17,2025. jV IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. g%IFF "oPppo. °boa°e O ao4°11 . ..r��.. �...-�.. ,,^-^-.:....�...:^»., i�'" :+.n r✓ nnr,;-.,ur 7rr7s""rrnrr,:,w„rr�,.Nr.. ,r G.-n.n'r r,.ier. cnl rvue5r55;rh4dufirrn5.rrn'rt��n�iC.rr.nr r, .r .rTr lsi._ri -r , n. fir. +°r» Jnrr '"s r r7r ,fir r i �i u cam vrri v � ,.� v r t �O 3 1 RECEIVED SITE PLAN REVISION: 5/19//2026 w ` GRAVEL / $ONING BOARD OF APPEALS o DRIVEWAY / Building Department NoD Version ZBA4 O Wood j L ko o RWDF Q PMENT OOL PO ¢ t �1rt SLT WDF EQUIP SNOV%/DoN 4' WOOD EEN. 0.4'� COC` J w - OOL GATE Consulting Architect/Designer %% 17` w ; 219.00 w o � 5.9' % GAR 22.3 SNOWDON II LTD 5.2 l 85 Willow Street #71 ` , t FRAN Orient, NY 11957 n.- % CLEARING ``' 0 � GARA DAVID SNOWDON-JONES �-O/ .00 • t w �Q N (T) 212 518 1818 X a? ���`' r ``' of-, Z X w (E)dsj@snowdon.us . %% , � o\ Ocy) © 0 OCK d- <t O0E R��NG w N , � LO z t ENGINEER G � t °` Nick Mazzaferro P. E. 01 `—'� � ` Green port, NY 11944 �� � � ., t � I PO Box 57, p , • O'' y O y11 C.0 E �'\ N � \ (T) 516 457 5596 • 1 O , _� i E nickmazzaferro@verizon.net Z : ry Cp t, \; b `-�O GATE - • D EEN. __1 , s • 'q2z ,T O W00 cLEARING 0. 0 :\-ro. Address ay 1,c" 4p^ j �• \\�\ \\\+\\\ _ �\\ ' \y\ \ \\\ STEIN RESIDENCE LOT 70 � i \; \� ��. ll� \ Peter & Allison v m \; \v \,\�� \ �` \�\\\�\ �\� 63417 County Rd, Greenport, NY z O O >, w 11944 LL a- \-. \ �\ Description o NEW DWELLING/STRUCTUF \\ \ I Ct FOR CONSTRUCTION O�m '� - 3 1 cNo_ 1 0 G ; �R,� t DATE: 1211 �' WI FEN. i i i ` PROJECT NO: J/ DRAWING BY: CHECKED BY: ' SCALE: AS t o 182. 2 = L. N2,4019 50" W wRF z S 3.0' O w t rz oREMQM FINAL MAP ` `� REVIEWED BY Z BA U ® ...wn•.. . PAGE: 1 r_ a.oE,e•Fw. O5� t Z° © a DECISION# A-4 ;o DATED: aD, r Site Plan t O Scale 1/8" = 1� 0�� Site Pla co ied from Survey by S�calice DOB APPROVAL:STAMP Reeeiuec' AUP, 90 (7) Zoning Boaro ;; �, EF ~d '50 o o n D 1A09 U > ' Nw,o t-jLp v 4i Ln EAR „ A" 5 � - .�� z €m o CIO m CIO.10.9' � 6-5 j// d u s S. Y � N a �KHCL �o fa fs 64'50'09"E 31, to •0 16.00 0 "ow 4� _ i w, S64Y6'50"A 9.9' OCNQNO — S 1 4• /�/ �/ ��o � I'aS8 ( ^ytsssbbb Q 52A' \ 3 StIMEWPJ' ,'69d0ca FFN GAR \ A7 POOL ' 7.1' p 1 incxwWxo Pm I (1i a,1 2,.� V V V pt O O N I e 2Ai. 7 y yyy NANNJV 1 � '(f ?� f'INN I.,NNN 5 Noro ooN ..! (b o m G ti C D C xl yy nD oD�DN KD I y 2N � 1 05l �0�0�00 oZ zccc�c A-o D D p>A'a� N of m I I a 2 i m 80.00' m O — I I — I 4pA�( � -T ------- \oz o --- 59.99' GE o aoy 80. T OF—WAY 122.39 < _ • — • I I N m sm N o m I z a o$ uN ° --I - '—�— — NORTH ROAD <.�0000 �pm "� � NORTH ROAD 0 SHEET SURVEY OF PROPERTY TAX MAP NO. of NEh, 63417 NORTH ROAD, GREENPORT 1000-040.00-01.00-018.000 I' •f cl o LEAD SCALICE NEW YORK 11944 '1 * v �' SITUATE JOB No.S22-3998 1 land surveying m O GREENPORT, TOWN OF SOUTHOLD DATE SURVEYED: 11/21/2022 mjslandsurvey.com P:631-957-2400 m2s 050736 ~ SUFFOLK COUNTY, NEW YORK DR.:MC CREW.:NB SCALE:1" = 30' 1 South Bay Avenue, Islip, NY 11751 �O�AND5JP �,� l REVISION: 12/11/20 5 Building Department NoD Version zBA►2 _ ° I JUN :4 22 z�4�I��BOARDb APP�Al5 Consulting /�11"chitec igner S IDENC SINLIN ff E SNOWDON 11 LTD 85 Willow Street Orient,Thursday, December 11 th , 2025 NY 11957 DAVID E LAYOUT PAGE TABLE (T) 212 518 1818 AGE TITLE (E )dsj@snowdonus T-1 COVER SHEET ENGINEER Nick A-1 SURVEY c zfrr E o 57 Gr eenport, NY 11944 lTRUSTEES (T) 16 457 5596 w / . 1 EXISTING FLOOR (E) nickmazzaferro@verizon.net h' ®.. d Y rr a A EXISTING EXTERIOR ELEVATION VIEWS --- 3 " ELEVATION VIEWS i E mm= d (j ec ? - EXISTING/PROPOSED o_ j{ t 1 , q:J s A-1 .5 BASEMENT PROPOSED i r r� E L: {E S 1 t# w ATTIC/STORAGE }1 9 x , x < n. , - W, A-1 .9 ROOF PLAN PROPOSED ,y FRAMING A- 1 - 10 ROOF . < u„ 5 v:. 3 FLOOR FRAMING PLAN r�. A-1 . 12 FLOOR FRAMING PLAN ?a I „ < n l W , it t a , r a, i E .< 1 ,y (" a 13 FLOOR FRAMING PLAN dry A-1 . 15 PROPOSED EXTERIOR ELEVATION VIEWSA-1 . 14 WINDOWS & DOORS SCHEDULES STEIN RESIDENCE A-1 . 16 PROPOSED w,. ELEVATION N.< OR i l < , 63417 Bunt re t NY ! 7 . 18 PROPOSED SECTION VIEWS 11944 A-1 . 19 PROPOSED SECTION VIEWS R-1 . 1 FRAMING EXTERIOR 3D Description NEW DWELLING/STRUCTURE I JUN 2026 FOR 3 CONSTRUCTION - � � A� f�FAPPEAL� . n. 6 a e; FINAL MAP REVIEWED BY ZBA DECISION E _W DATE ID: w' DATE: 12111/2025 PROJECT NO, z y ov- # tr DRAWING BY: VA s CM'ECKE D BY; DSJ SCALE: AS'NOTED cr e t PAGE: T Cover Sheet DOS APPROVAL: SCAMP C"ONSTRUCTION NOTES 1 . WIND FRAMING REVISION: 12/11/2025 1.THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS; CODES - 2020 AS LISTED BELOW .................. .............. 6 B. RQ!QE SHEAMINr2REQUIREMENMEOR WIND-WADS INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE FOR uilding Department NoD Version ZBA2 SHEATHING LOCATION WAIL PAC-I I N G.AT-PANEL-EDGES] -NAI,L S,PACING AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1. RIDGE-TO-RAFTER ASSEMBLY: BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4" X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4. WHEN A SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE 8d COMMON @ 6" O.C. 8d COMMON @ 6' O.C, CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. ZONE INTERIOR ZONE j8d COMMON @ 6" O.C. 8d COMMON @ 12- O.C. 2, ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. GABLE ENDWALL RAKE JUN 4.2026 3.THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY. AND RAKE TRUSS j8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. _70WWGa0ARn0FAPPr_ALS MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE SHALL BE IN .................. .... ..... ........ .................... THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL 7, WALL SHEAMING 13EQUIREMENT-6 EQE MUMJ.QAQS STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE 5.THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT, SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR 4' EDGE ZONE 8d COMMON O.C. 8d COMMON @ 12" O.C. NS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY 3. WALL-TO-WALL ASSEMBLY: CONSTRUCTION MEA INTERIOR ZONE 8d COMMON @ 6"' O.C. 8d COMMON @ 12" O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ............ .... ... .............. ...... ........... SPECIFIC USE EXPRESSED OR IMPLIED IN: THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN Consulting Arch itect/Designer 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS N CaNZENTS, 0% ML R A"%, WNF& low& IL v 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANCY CLASSIFICATION PRIVATE HOME, R-ESIDENCE bNkJW1JUN 11 L I EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. OCCUPANT LOAD_ 8PEOPLE 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS BOOKCASES, SHELVING, PANTRY, CLOSETS, TRIMS, ETC. 4. WALL ASSEMBLY TO FOUNDATION: BUILDING HEIGHT +/-33'ABOVE AVERAGE GRADE 85 Willow Street #71 DESIGN CRITERIA I 2020 NYS BUILDING CODE/2017 NEC 9.WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONSTRUCTION TYPE TYPE V PER SECTION 5602 OF THE IBC CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND - Orient, NY 11957 I EXT. BALCONIES 60 SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER THE PLATE AND NAILED IN DECKS 40 DAVID SNOWDON-JONES FOUNDATION NOTES ACCORDANCE WITH TABLE 3.3b. WHEN STEEL STRAPS ARE LAPPED UNDER THE BO')TTOM PLATE, 3 INCH SQUARE ATTICS W10 STORAGE 10 1.THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT SPACING 1S TO BE SPACED AND SIZED IN DESIGN LOAD CALCULATIONS I ATTICS W/O STORAGE 20 {T} 212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS CODE 2.ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. 3. PROVIDE * EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR ROOMS (OTHER THAN SLEEPING) 40 (E}dS @Snowdon.us ROOMS (SLEEPING) 30 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: STAIRS 40 4.ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED GUARDRAIL5AANY DIRECTION) 200 WITH #S RE BAR, 18" LONG AT 120 O.G. USIE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6" O.C. A THE PANEL EDGES AND 12 O.C. IN THE FIELD,AIND 2,� INCH GYPSUM WALLBOARD ON N " INEff"" CATEGORY DESIGN FOR CAT. C 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4'THICK THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL EDGES AND 10* (O.C. IN THE FIELD SHALL BE IN LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION SAND OR GRAVEL FILL WITH 6N6 WIRE MESH REINFORCING, INTERIOR SLABS TO BE MINIMUM 4* THICK, ALL ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. (ROOF - FCLUND _AND,-GENERAL NOTES Nick Mazzaferro P. E. FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS [LAYERS). CNAILING SCHEDULE - GENERAL NOTE PAGE r- r, CAS? 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS- *'WRAWL SPACES TO BE PROVIDED WITH A IMINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8xl 6 S LANSANDWIN QW-S-CHED-ULE PO Box 57, Green port, NY 11944 FOUNDATION VENT FOR EVERY 150 SQ/FT' OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE APPROPRIATE LENGTH FIRE PROTECTION I SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 7. DAM ROOF EXTERIOR OF FOUNDATION �AVITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. �SMOKE & CO2 DETECTORS}.1, IRC, CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. (T} 516 457 5596 CONSTRUCTION CODE.A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 1 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLIING. 7. INTERIOR SHEARWALL CONNECTIONS: ....... (E) nickmazzaferro@verizon.net 8. DRAINAGE AS REQUIRED BY CURRENT N.M.S. CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMATTED TO BE INCREASED WHEN INTERIOR ................. SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE 114 ACCORDANCE WITH 2.4A.2 AND 2.2.4 I NAILING SCUEE)WX RESPECTIVELY. FRAMING NOTES PER NYS 2020 BUILDING CODE 1.ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNEICTIONS IN ACCORDANCE WITH 2. UNLESS OTHERWISE NOTED, ALL FRAMIMIG AND STRUCTURAL WOOD MATERIAL TO BE N2 + BTR. DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH, TABLE 3.5. _CLjM1C'&'Q_E R.A'PHfC 0, GN CRITEWA FIR. GROUND SNOW LOAD 30 PSF 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 161 O.C. UNLESS OTHER WISE NOTED. 9. CATHEDRAL CEILING ASSEMBLY.- 1 WIND SPEED (MPH 130 T - - - - SEISMIC DESIGN CATEGORY B 4. UNLESS OTHERWISE NOTED,ALL BEARIMG WALL HEADERS TO BE (2) 2:10 82 + BTR. DOUG. FIR. BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED WEATHERING SEVERE WALL HEADERS TO HAVE (2) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE FROST LINE DEPTH 3 FT.i BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. TERMITE MODERATE TO HEAVY 4- BETWEEN 4-1" AND 6-0"AND 2X6 WALL OPENINGS BETWEEN 541 1"AND 8-4". PROVIDE FIRE STOP AND : DECAY SLIGHT TO MODERATE BLOCKING WHERE APPLICABLE. WINTER DESIGN TEMP. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS 2. FIREBLOCKING ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED - BY CURRENT NYS CODE 2020 FLOOD HAZARDS YES 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFFAL CONCEALED DRAFT OPENINGS (BOTH VERTICALAND HORIZONTAL) BATHTUBS. FLOORS TO HAVE CERAMIC TITLE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. ------- UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: AMBEYJAMN-S 7. PROVIDE (2) 1-3/4- THICK MICROLAMS ( HEIGHT TO MATCH FLOOR CISTS)AROUND STAIRWELLAND/OR 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED S;PACES, AT THE CEILING AND FLOOR ADJ. ADJACENT MIN. h4INIMUM Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). LEVELS, CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 ALUM, ALUMINUM MR. hIOISTURE RESISTANT : 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS APPD. APPROVED MW. �MILLWORK BRD.A. STEIN RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED, CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. BOARD NIC. NOT IN CONTRACT : 9, PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0* O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2.ATALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL S BRK. BRICK OC. ON CENTERPACES SUCH AS OCCUR AT Peter & Allison UNDER ALL BEARING WALLS SOFFITS, DROP CEILINGS AND COVE CEILINGS BOT. BOTOM Os OUT SWING 10. PROVIDE INSULATION BAFFLES AT EAVE 'VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING As 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANID BOTTOM OF THE RUN. ENCLOSED SPACES CL. CENTER LINE OPG. OPENING 63417 County Rd, Greenport, NY ?! NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. I CLG CEILING PL. PLATE ; COL. COLUMN PLUMB. PLUM,113ING 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A MINIMUM y THICK, 4 PLY AR COX 4.AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE COL 9 11944 EXTERIOR SHEATHING GRADE PLYWOOD, PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. iCONC. CONCRETE PLYWD. PLYWOOD 12. UNLESS OTHERWISE NOTED USE * THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED CONT. CONTINUOUS PT, PRESSURE TREATED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER CT. CERAMIC TILE PNI PAINTED SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 3. PLUMBING � DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE Description kAj 13. ALL BATHROOM WALLS TO HAVE TTHICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND 1.ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER NYS. CONISTRUCTION CODE-2020. DIA. DIAMETER RPC. REFLECTED CEILING PLAN CEILINGS AND OVER FURNACE TO HAVE * THICK TYPE X SHEETROCK.ALL OTHER PARTS OF BUILDING To 2. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, DR. DOOR REQ. REQUIRED HAVE REGULAR f SHEETROCK. ALL WALLS TO BE TAPED AND FINISHED, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTrURE. VERIFY WITH THE STATE CODE DWG. DRAWING RM. ROOM NEW DWELLING/STRUCTURE : 14. ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE 9 WATER BARRIER OR AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM; HOLE SIZE AND SPACING FPERTAITTED. EA. EACH R.O. ROUGH OPENING APPROVED EQUAL, FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. MAKE PENETRATIONS OF CEILINGS, WALLS AND FLOORS CLEANLYAND CAREFULLY WITH A 118" MAXIMUM CLEARANCE : ELEC. ELECTRICAL SIM. SIMILAR TORCH DOWN TYPE MATERIAL OVER, AROUND PIPE. PACK THE SPACE WITH A NON HARDENING MASTIC. ELEV. ELEVATION SPEC. SPECIFIED 15.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, SILL PLATES TO BE 4. PROTECT THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER. ANY WORK WHI(CH IS DAMAGED, LOST OR STOLEN : EQ. EQUAL STL STEEL INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERN41TE SHIELD OR APPROVED EQUAL. PRIOR TO FINAL ACCEPTANCE SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXIST. EXISTING T & G TONGUE AND GROOVE FOR CONSTRUCTION 5.ALL WATER LINES MUST BE INSULATED,AND CODE APPROVED MATERIALS USED fFOR SOIL, WASTE AND VENT LINES EXT. EXTERIOR TEL. TELEPHONE 6.ALL PLUMBING REPLACEMENTS AND/OR INSTALLATIONS SHALL BVE INSPECTED 63Y THE TOWN OR ITS DESIGNATED F.P. FIREPLACE TBD TO BE DETERMINED ENI ERGY NOTES F.R. FRENCH TO. TOP OF REPRESENTATIVE PRIOR TO BEING ENCLOSED. 1. THIS DESIGN COMPLIES WITH THE 2020 IBC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 7. PLUMBING, AND ELECTRICAL, WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REQUIRED GALV. GALVANIZED TYP, TYPICAL j -:IDIAL MAP 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IBC. PERMITS AND CERTIFICATIONS OBTAINED. GW13 GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE REVIEWED BY ZBA HVAC HEATING, VENTING& VIF VERIFY IN FIELD DECISIO 13. PRESCRIPTIVE DESIGN -APPLIED AS PER CURRENT ENERGY CODE. THE FOLLOWING ELEMENTS ARE 8. WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED, NEW BRANCH N# I AIR CONDITIONING W1 WITH INCLUDED - ROOFIWALLSIFLOORS/BASEMENT/FOUNDATION VENTILATION. PLUMBING LINES ARE TO BE INSTALLED BACK TO THE RISERS AND STACKS. NEW SHUT OFF VALVES AS REQUIRED TO BE INSTALLED. INSUL INSULATION WD. WOOD DATED: (1_1/yba INT. INTERIOR WP WATER PROOF SOIL NOTES IS IN SWING XPS EXTRUDED POLYSTYRENE 1, NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL' ONDITIONS 4. ELECTRICALLBS POUNDS DATE: 12,11112025 . PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S, CONSTRUCTION CODE MAX. MAXIMUM �' JOF N, PROJECT NC: 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 35% PROCTOR DENSITY PER ASIM D 699 AND ASTM D 1567) 2.ALL ELECTRICAL WORK SHALL BE APPROVED BY TOWN ELECTRICAL INSPECTOR iOR CERTIFIED UNDERWRITER Mo. MASONRY OPENING COMPACT THE 50&AT 12" LETS (TYPICAL), CONTRACTOR TO HAVE FILL. TESTED BY A PROFESSIONAL 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU*T AS PER THE IBC & NYS CODE. DRAWING BY:VA CHECKED BY. DSJ AGENCY FOR COMPACTION. fat SCALE AS NOTED 5. HVAC 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING ALLAPPLICABLE CODES AND SAFETY 'Alto. 051 REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM, DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAVWING AND SUBI'MIT IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL, PAGE: G-1 General Notes Nil DOB APPROVAL:STAMP REVISION: 12/11/2025 r- -- — — — — — — — — --- — — Building Department NoD Version ZBA2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — _a_ — - numb S.2" 1 t.7 i-T JINN '4 2626 601 S6 I I r2'LAV I-I'T LkV 1,T'LAV 1;^2'L AV 1-*"2'LAv L L v V .......... 2-F`C­77 Z cc, Consulting Arch itect/Desig ner t �� , Second Floor D_ia_o,*4ram 85 Willow Street #71 _ _. ,__. ' 3f 8 in 1 3/8 in - - ft T1 Orient, NY 11957 DAVID SNOWDON-JONES - - - - - - - - - - - -- - - - - - - - - -- - - - - - (T) 212 518 1818 (E)dsj@snowdon.us I ER" I—— -A 1_7__] Nick Mazzaferro P. E. 0 1k 9% A A A A --,u bo ot ureenPOR, T 1 1 �14+14 x (T) 516 457 5596 L ----I (E) nickmazzaferro@verizon.net GASSER SER 3 I f � First_ Floor Dico'lluo"wam Gas 'Kiser _ _ __ ,- f # 3/8 i n - 1 fit 3/8 in 1 ft T ­ — — — — — — — — — — C)0 T Address STEIN RESIDENCE J , Peter & Allison V 63417 County Rd, Greenport, NY 11944 _w ', Basement Dian _ 6/8 in - 1 ft J 13116" MAIBEC AYC H2BO LIGHT Description GREY STAIN 'HOUSEWRAP- HYDROGAP ........... 314" PLYWOOD SHEATHING NEW DWELLING/STRUCTURE 2X6 FRAMING (2) Top Plate (2) Top Plate 2x4 and 2x6 Lumber 2x4 and 2x6 2x4and2x6Lumber 2x4 and 2x6 4" CLOSED CELL SPRAY FOAM + 2" ROCKWOOL Studs @ 16 OC Studs @ 16 OC FLOOR: 11/2" GYPSUM BOARD :3/4" Finish Floor FOR CONSTRUCTION Fire retardant wood Provide Horizontal 1/8" FOAM 3/4" PLYWOOD blocking as required Bracing as required WOOD FLOOR -FLOOR JOIST 2x10 a. 16" 0C LATICRETE q235 WATERPROOF 10FLIBRANE (1) Layer 5!8" Type (1) Layer 5/8" Type (1) 2x6 BOTTOM PLATE NJAL MAP 70 EXTEND MIN,6'UP SUR(ACE OP WALL ---___..-ANCHOR BOLT V`2" @ 4 OC XGBA EA. SIDE XGBA EA. SIDE LATICRETE 423�7 LATEX THIN SET MORTAR EWED BY Z13A ADDITIVE MT"LATICRETE 211 CRETE TOSS PILLAR POWDLI1 OR LA'71CRETE 3701 ECJsi0N# MORTAR AND GROUT ADVIXTURE WITH (2) 2x6 TOP PLATE LATICRETE FLOOR 4 WALL TWNSET Note: Note: )�ATED Ig 4' OC I ANCHOR BOLT 1,12 Provide 518 Provide 5/8 Fire retardant wood TILE OR STONE(See Spac-0 Cementitious backer Cementitious backer blocking as required 025 L ATAPDXY EPDXY GROU,T- board & vapor barrier DATE: 12/11/2 board & vapor barrier PROJECT NO: in lieu of outter layer in lieu of outter layer DRAWING BY:VA of GWB. at shower of GWB. at shower CHECKED BY: DSJ walls, TYR walls, TYP. NEW SIDING EXTERIOR WALL: SCALE: AS NOTED 13116" MAIBEC AYC H280 LIGHT 0 GREY STAIN �!&Ir�octn I�Iclep�,00l I�Ioor D�eld Engineered Bottom Plate Engineered Bottom Plate HOUSEWRAP - HYDROGAP i'C' 0 osa 2x4 and 2x6 3/4" PLYWOOD SHEATHING Wood Flooring 2x4 and 2x6 Wood Flooring X !2x6 FRAMING 4" CLOSED CELL SPRAY FOAM + 12" ROCKWOOL . 1/2" GYPSUI,�f, BOARD I PAGE: :................ G-2 IN U N Wall ' etail General Notes D 1 Tu rT IS 1HR RATED TYPICAL INTERIOR PAR TION 1HR RATED PLUMBING INTERIOR PARTITION in owmm ft DOS APPROVAL:STAMP Nil 1 /2 - 1 Sin = llft 718 in = 1 ft REVISION: 12/11/2025 B.11 1 Buiiding Department NOD Version ZBA2 BEARMS SHOVVN HEREON ARE rM 'BASED OIN LIBER 12648, PAGE 0337 SYMBOIL LEGEND �nI. 51 Ilk rl 141 { -____ j!, }""I F"t' - ,s<1-;IC ,,r ae. *.• ;� �' # b,� q r A;,, ,6��� t �° : rri ,� V; f" MA"l."01 e t,—W V f C A-` T Y L. -ect/Designer G sl"i onunow Archit 0 0 E, TT 85 Willow Street #71 Ln > 'Y 11957 Orient, 1\4 DAVID SNOWDON-JOKES > (T) 212 518 1818 43.18 (E)dsj@snowdon.us Cn :3 E21 0 > Nick Mazzaferro P. E. > M D r PO Box b�, Greenport, NY 11944 C) 0 (T) 516 457 5596 M 0 — (E) nickmazzaferro@verizon.net M E TAX LOT 19 WX 3.1 S"Tf Pit S25043 10"E 475.6 0. M.00, CAR • 3.4 .T.25\v, 165.87' OAR 45.2 C> T_ A AGE CIA 0 00 0 22 4 0 0 v co 0 0 C:) --�100 CA2 C6 <A;r 4 - - — - — - — ­4 LL1 355-84 CD 0' 6:3-0 00#0 < C) I0 6k C JG CD 04 n -47'00 .zs:J� 0 Address Z r—ND < Ice z 0 It- 00 STEIN RESIDENCE TAX LOT 18 X 0 0) 0 W , L N-� 0) 0 < it I. , A" Peter & Allison 'A Uj c1q > 1 63417 County Rd, Green port, NY V) 0 CD 0 V) C11) 11944 0 z LIJ 0 < M Cq 0 C) Description _'11111 , v 8018#20ttgr 239.18' —N249f9 '5000 gr L NEW 0L)"WELLIN"G b"T"Kft Us C T sun R E T 0 > n Ld N1 Z 0 bi TAX LOT ff Uj (10 "TIA" N 0 CL LIJ Full UUNSTRUt; U Uj < < 0 :D 0 0 V) 0 LOT AREA 0 Ld 56,812.59 S.F. Uj 1.30 AC. > n 0 FIND ry DATE; 12111/2025 J LOT AREA PROJECT NO: bi ry M DRAWING BY: VA TOP OF BLUFF CD CHECKED BY. DSJ LANDWARD I SCALE: AS NOTED 31,936.54 S.F. 0.73 AC. :P 41 PA.GE: A-1 Survey oer 003 APPROVAL:STAMP REVISION: 12/11I2fJ25 - - Building Department NoD Version ZBA2 1#1 ,.«.,,....««.,.......,-»....ww.m.,.e............u..-...-,..�....w.�,..».«.......»., ...-.—......w»._..-.�—«....«..�...,-...<..».< »� ,»«..:.,..._„m..<....... ,..,.,.,... '� ...; is f 4 2026 t F pp Z©� � ARQQFAPPEALSF e 3 Consulting Arch itect# saner 0"* N0%Wrq" A0"hN It 0 OD 4a s . F 85 Willow street ##7 1 w ; Orient, NY 11957 f a DAVID SNOWDON- ON (T) 212 518 1818 (E)dsj@snowdon.us I N R S{ a Nick Mazzaferro Pr E. ox ..,�. A 22 T 1 47 5596 I (E) nickmazZeferro@verizonrnet Flo.,o.r,,-,,,O,l PI an,- V,i.e,w. ...... 11-FI-oo1r, 1 - P-lan-View...... . � fd in 3/16 - 1 ft J Ifr t Address STEIN ESIDENCE r Lji £ Peter & Allison s { F. 6343 7 County Rd, Green port, NY (-y C SS 0,_FT i.l� 11944 Description NEW _ v_ 4 , , t IIII 1 7 C DWELLING/STRUCTURE FOR CONSTRUCTION rj 1 ♦ I f FINAL MAP REVIEWED BYZBA . .. __,.,... . .._ . _... -��,_.. .._.... __.. .. . ,.... . . ..o,- DECISION# �b 53 DATED: o i GATE: 1711a025 PROJECT NO: f i ptga D.'�'it`.6 M,i l V17 BY:VA 7 A 12 ' CHECKED BY: DSJ t SCALE: AS NOTED Floor 2 n View . Plan View Cl ..................................... 3/1 -- _�lr-L 3/16 in - 1 Tt F G . Existing Floor Pens i JSGale FT ' " DOE APPROVAL-STAhIP t.r' i Ni'G,HJE aT F I, GE" I , - w 26, ' :. _ a. _,w__ _.m 3_ ,I -_ :%-" _ _ # Building ,.,.1. ' .,,i,_, 1 .a..T _ :�-� f�oD V I _ _ s« . _ _ on Y _ _ B y __._ ._. _ _. .1 %_, . 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E. j -FLOOR FIN.Sll-.s 0i3r'OTJar , .. � / reed C}rC IVY 1 p 1944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net ` Exterior E-le.vat.io-n of \1 -R� �' E3 € - — 1 ft � E < . "'IGHFST R=OGE 282 SStCI ��£r' fV✓"` ...__.. T .- _.. .__ -. .. � �� �� � 6�1. -. e'. g .1 mow®......._.^......__ --'--.---._-.. _.» Address STEIN RESIDENCE Peter & Allison 63417 County Rd, Green port, NY ( ry_..,•._ _ Lt C�R..FIN SH ND FLOOR 12,6 11944 CFJUNI . Description , i r t # fNEW DWELLINU/OftTrft 1 11 4N&Tl 1 m E „-1 • 1. i ': ; ', `' � � . 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(E)dsj@snowdon.us I C: r ..�� e;r .. _ `�'�`1 n� NGMNEEK r-s 1, SHWR E Nirk MA77aferro P. F. r 11 SOFT € t F Po Box 57, Greenport, NY 11944 {T 515 457 5596} 4 L _ _ J (E) nickmazzaferro@verizon.net QD t 14"J S,,d { +r '4 r PI'�y Pr 0 t r Address j .,:.m-H:.,.�,«.,._.._..... ..,..,,.,.��.wm«-�„o-m.,.�.<..,..Rn«,, ..,..,..» � _. .. R-....,....s»..,-,,....,..,.®.�«.., .«..,-,•»..,....a,.,M--,�.�o.,.....«.w,.«.«,«M..-..-.o�u..�«e+.,a-�..,.,....,,»�..„P...,..«..*,.,e y..*�«,�M....».,»�«-.,«,»w,,..«,-wd,,,g,..., «,.-.»w. � .�..�.. ....... .....,. 3 ! xC i d R CSTEIN RESIDENCE t Peter & Allison 88417 county Rd Green port, N r ; 11944 & ; 1 Description z2a � timIEW DWELLING/STRUCTURE t r , ! j f � 1 r f 3 1 ! CONSTRUCTION 7')�14,.7� FOR 416 1 Q�� � LNAL MAP r s a <,EVIEWED BY ZBA � } SEC LION# f Fi of JTED$ DATE: 12,11112U5 1 PROJECT NO: x` t CRA'ditdG B ':ts} 11 It g . t 01�--CKED EY: D5J f 9 ¢ r SGA E: AS NOTED PAGE: - . 5 17— Basement Proposed Scala 114" = 1 0 " Base _.._ _.._..._.__._.. . _.__._ . ._.......Prot-%osed__ .._. DOB APPROVAL:STAMP k. A I 1,,r REVISION: 12/11/2025 Building Department NoD Version ZBA2 c i E t 1 , 9C Sit" 9`-3 t-i PRO NOT Y•\� � t E F 'cu .. , Consulting Arch itect/Desw ner fill COVERED PORCH .. ._.$ 2"-O X 4'-P" i Nv'o�94 SO FT i, STEWS 37' 1111211 v 85 Willow Street #71 j COVERED PORCH 1 16'-2'X 10'-10" 175 SO FT I dent, NY 11957 DAVID SNC. WDON-JONES _- (T) 212 518 1818 (E)dsj@snowdon.us NU Nt= = "t I 'k 0 '" E R Dick Iazzaferro P. E. PCB Sox 57, Gre' enport, NY 11944 7, F }f LIVING& DINING ROO�':'1 `• w23 - (T) 516 457 5596 a E E (E) nickmazzaferro@verizon.net , J'i_� ell 11 • � ,'t I...www .. 1 ".,j,,,u,,.,._..,...�i�.<o,.,.,,, g i .. ". (.,..a IN It ®, 1 1 , F� 3 Address ` � 1 i x s' t STEIN RESIDENCE i , : dYf • i , .. _ -vv-mow'�.us" �Q .z-,s.nxxa�-_�.--r.s-n- t '��.�fr•' ,�, 7 SHWR - Peter Allison t 15 SO FT P i 7 J' ^ 63417 Count I �----� TR y Rd C r een port, NY MUDROOM ;� g 111944 32 SO FT 1 36 HALL f V��7 f i � 35 Sty FT 2"k 'OQ _. 40 escr ptio►n L ..,,••_,..•,.�_M1 mow...,,, ., � _ { � � � � ' � ,...... j (V ct DECK. Ou" "TRU UK -51 X$'-T J' +2 S €T E L 5 FOR CO" ISTRUCT101M ,.13 i'. � �� t f '�-_--"-"C�='-----�---•P'-1�' aye tk.,....•_......_..».._.., n ....�.._.._ _, kf�-�« • f I ai i � � dv +,� ...._.___........___..,.._.__........_...__...._._ .x,• _—._..._.___-_._.______.___.._._-.__-,.�.<______r<;.;.L - --r T•4 ?"•--'uc— Cfi2°' -'al. .............._r �a. ' • r r' 1 NAL MAP GRC}S S FLOOR AREA it t: 34 .FT. �EVIEWED BY ZBA k «., ` )ATED; 3 t d i i r DATE: 12{11,'212W ROOM PROJECT NO: DRAWING BY:VA �~ € CHECKED BY: DSJ } ' '' SCALE: AS NOTEC t� 1 Floor 1 Proposed Floor n (� ``. 1 1 0sed T �P w ._._..� Scale 1 i4 = 11 flit � .,._. _ D©B APPROVAL:S Ah Ilk— "r REVISION. 12/11/2025 f Building Department NoD Version ZBA2 vv I i E d g, µ xq ej� .. ...",a..--'-ST'S 4:l"_.,,_,.....�.,,,..., .._._.,...,"..�..,......_..._,.,.,"_.____-'__....._.......,..,_.._..,.___....._....,,__.._. .._....._...,.,.._._,_...._,._._,.....», ._".,...........,.�,. _.,..�_............_._..-....ski . .2 e ,.,........,....._.{�-4fi2°`,.._,.__,_..,.�.,.x�'2` ._,,__ .,,. .._,,..,,.,.,>t�•�2.7«_.,W____..,.. ....,,,....._..............,».„-�,. <• ___� 1,3712 112 s Consulting Arch itectl es er ALLiSOWS BALCONY BALCONY Ar Is 54 SOFT Li .. 7 85 Willow Street #71 SHWR - ' i !! Orient, NY 11957 i 78 5Ct FT DAV I D N O W D O N O Y/{/{/{yy��M�..����' { G Di f (T) 212 518 1818 MSTR BA E 14'_4'X T-I* i E 125 SO FT Af L'TSC3"&'S tF.iCE (E)dsj@snowdon.us CJ3: 63 E"X 12'_11 ? 'SO FT SO FT E _ .. - wEal N (43 IN" E E K"" j a _ __ � - i Nick I' azzferrc► P. E. Q '-3"x 3' i + 25 SO FT } ; < r f T PO Rnv 1;7 Pnnnrf NY 11944 0i4 Me ,.V ,®, �}-'a ,,. , ,.....____,.___.._......._. .______.7{c_ f ir►V R'l \:I M ' v• v v. . ."r ' L ,IST#�BR � � 1515 457 5598 - ' (E) nic mezzaferro verizon.net 1 S, r 29 w��T R HALL . ..' . .. .. M�—�.•. —' -- 1 22%V X 8'-3" 233$0 FT S53 a is�€� -} yI s"a i t x 51 y'e' � � [p S �FT a� 1e So FT rta {["" } 'y , r ti € i cy C7 Vx �' 1 ._._. .._ \ .'` ,,•,°" 4p' ._., GUEST E'i}�ft:1 `--—€Oa «tea_ *`P fIT T'X''gip"-�1-j" t i .. . LNC?RY ' � 1 0 t 2•�" i E � 6 x f � � a ' L._.,_ — _..._ ..,_... ,..M.. . DYL+�IT'S BE13qflOT'.T j, 'ddres's , STEIN RESIDENCE �e.w."...yr.w�'..__9r j--'3�-`^'-.-_'_P'.__.� _._._. _� '�, � "_^'y.�� �hff4 E t i`9j •'6�sir, ( a` � Defier Allison BATF, SHVM � .' _� -__ __ �_ _ __ 10,_ _____ . ,n, "_- - -' �. _ __ __ 58417 County Rd, reenport, NY X5'-C' i µ'� V-SV ti'F.0 T'-3 V2' m w....... ,__.®..,»..«..«.,.., m,.««....«.,..,,«..».,,.,.w.,.._.._«...,.:.....,> «.."..,.w.,......_..n..» , <..",_..,.... ,._,m«..... .. .-.-..,,_-....-._..-,.,._,.--•- r y, _i'•�"-^>+'-•'---__. ..�..-._.,..,....w.,....._.._.___....._'°'°";'.'1'z=2 t:7' ^^..°'«-^-.^a�_•.7•?t!�"yF, _��t�,;,Tr,�" ..ak_..._,.. .._"...�,_,�.. „r• _. �a`` 11944 � v I HALL . r r" k P +r ? 1 i'-2'X3*4' Description tion 37SOFT $� FOR C 0 No T GROSS FLCI®r�AREA t-I NA L MAP M 2,144 SO.FT. i k' REVIEWED BY BA a r�"�:"`'-�-•-.,,.,,e -'-�...�� � M TOTA.w.._.«.L:4,��4 SO, FT, DECISION# ��3 DAT ED " 1 F /jj J}P DATE; 12111 t2Q25 PROJECT NO: C3T�AV�tTti1G[3Y:U'!� CHECKED BY: DSJ r. "~ - SCALE: AS NOTES cojvy t }} o) PAGE: r .7 i Floor 2 Proposed2 E �- �, ,Scale 1/4to = 1 ' Off J \T_..._..__.__loor _ .`� ,. _. . , � DOB APPROVAL:STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 3. Consulting Arch itect/Desig ner 112' TO 1 2., q�NOWDU" N 11 LIM 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 . V (E)dsj 1 @snowdon.us VAULTED,CEILMNG HEIGHT 14' 10" 15-t,X I-AE7, E.". N C431 N E R 4 } � 3 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 ATTICISTORAGE (E) nickmazzaferro@verizon.net 34'-1 N _Z)SO F7 t. Jr NEW JA_ 4 STAIRWELL 7-10'X 12'4' 96 SO FT Address STEIN RESIDENCE Peter & Allison County Rd, Greenport, NY 111944 Description NEW DWELLING/STRUCTURE FOR CONSTRUCTION .'INAL MAP REVIEWED BY ZBA D�CISION# .. DATE: 12/1112025 PROJECT NO: DRAWING BY.VA V CHECKED BY: DSJ SCALE: AS NOTED PAGE: A-1 .8 Attic/Storage Proposed eme -%osed Attic/z0"3'toray _ t7�rQ,r DOSAPPROVAL:STAMP Scale 1,14" 1' 0" Ile" i REVISION: 12/11/2025 4 B ifding Department NoD Version ZBA2 f } } �.h 6 a A 5 S € + consulting Architect/Designer 85 Willow Street #71 Orient, NY 11957 i DAVID SNOWDO f- ONES (T) 212 518 1818 (E)dsj@snowdon.us ENG1Nt:LR Nick .l .azza erro P. E. 1r:)v Du Y e r r 6 . . ,< tg ; (T) 515 45`� 5516 : R (E) nickmsZZeerroVeriZon.net 5-7 l ` t E § Address F STEM RESIDENCE Peter & Alison i 53417 country Rd, Oreenport, NY 11944 Description CONSTRUCTIONFOR INAL MAP p�EVIEWED BY ZBA [DECISION# �s"3 DATr-D DATE: 121112025 r DRAY'A1+3G BY:VA CF7ECKEC BY: DSJ �I SCALE: AS NOTED 0 PAGE: .o Plan Pr opoed � . . _ ___ .._. . .. _K00f Plan ..._..___. Bcage 3/4" = 1' 0" __ DOB APPROVAL.,STAMP 1 /4 i 1 REVISION: 12/11/2025 Building Department NoD Version ZBA2 8'-9 1/4" 8'-83/4 20f-6t' 71-211 7f-2f' MAWNG SC FIRAMING ROOF NOTE SCHEDULE FRAMING ROOF RAFTERS 2X8 CITw. Y NOMINAL LE��GTH TYPE j 01 NAME , ( I % I G5 3;81' LUMb,77 FRAMING RAFTER RIDGE 2X1 0 4 2XIM LUMBER RAFTER I 2XIC! I'ID 1316' LUMBER FRAMING ROOF RAFTER 2X10 FzZAFT'=R I 2XIG 11311, LUMBER 2X10 FRAMING RAFTER RIDGE 2X12 RAFT;-::F i -------- 132 3-8' LUfAB=R I RACTER 2XIO 173 5`8" LUMM-ER RAFT;ER I 2X10 176 lilG" LUMBLIR Consulting Arch itect/Designer RAF-TSR 1 2X10 21 C 314 LUMBER RAFT;_ 2X10 21,2 1jS' LUNISD7 RAF7 E'R 15 2X10 23T, LUMBER RAFT:R 15 2XIO 243 3i4" LUMBER N RAFTER ILUMBER 2X10 3T L 2X10 43 1/2" LUMBER RAF V/ RAFTER I 2XIO 6131,16" LUMBER RAFTER 2X W 52 T32' LUMBER 85 Willow Street #71 RAFT:-=R 2VO b13 I i 11,61, LUMBER R41-TER 7tB" LUt'.1BCR Orient, NY 11957 p RArTER 9'i 51 Ell LUMBER b RAFTsEk 2XI Q 2X5 b 16 LUtABP_R ii it i RAFTER 2XF1 Cl) T; R DAVID SNOWDON-JONES RAI: co 2X6 3 3!1{3, LUM 5,E��R if W,,F TE 2X6 age. r6l, LUM.Ef:-R zt RAFT P118 (T) 212 518 1818 1 2X.5 7 LUMBER RAF I i 1 2X F 120 3,8�' LUMBER —R/4zT E R 1 2XV, 125 1,16 LUMSE:R oil 2X6 134 7, ' LUMBER III �h.•)dsj@snowdon.us RAFT_;:�R I 2X:b 136 T8­ LUMBER RAFT�_�R 2 X-3 ILI 7 1'4' LUMBER 2X8 157 LUMBER RAF I��.A ' 5161 RA`,f I R 2X8 BER RA��TER 2X5 145 31b" H 7Tt-R 2XIR 14'� Wk!BER EN002" IN ' R RAPTER 12 2X8 159 1161, LU%1,'KR 00 'TER "65 IdIT TUfT=R 00 RA 2 2X8 ell% A I A A .4 1^ 2Xf 165 3,4" Nick Mazzaferro P. E. d4 1AU VV if;_11 V Zvi UL-1 LUtVB�=R RAPTER 74 V811 8v-8 1/211 T Z -1 1/4"' PA;7TER 2X8 LULTER T PO Box 57, Greenport, NY 11944 Rk�%R 2X6 W5 114" LULIBER RA;::7 ER RA-'TER i 18 518, LUV6ER (T) 516 457 5596 RAFTER 26 -183 3,T 6" 1 LU fit,S�--R RAF VrE R 4 2kS RA,7-4 E R 4 iuwt 34' LULIBER WFTER 2X8 26, C7' LVABER (E) nickmazzaferro@verizon.net 2X8 3351161 LUMSER PA,;:TER 2X8 aS 7/16, L'U&SER RAFT;-::R 2ys 7 716" 1 WtABER R A F TE R 2XB 605 1 ILL11111BER RAf-f---R 2)" �3 i;�" L U ::."q RAFT'_'R 1 2X8 -R RAF 7 f 1 2YS 6 2 1 L UMBER 2X8 ;E�2 H RAFTER RA;-7 FR 2X5 65 3,141, LUMBER C-1 1Z -- - - 1 4� I t 2X8 7 4 f� LUV43EP RA;7T_-`R RAFTER 2 X S' 76 T8" LUiV1b_=R RAFIL 2X8 ?7 5!81 Wh"BER R RA�'TER R CC 00 7;F RAFTER I 2X8 Wi�-TER e_C; LUM-5=ER RA;-Tf--k 2 K3 9 1el L U S,1 B--::R RAf-TER 2X5 9133" Z RAFTER 7 2XF1 '2' LLIMB="R RAFTER 2X8 -97 2:1,61 L U kt.,B E R Lut"16E Ii RATTER 2X5 G Z'A R Ef RtV_�Tp_k R 1 C GE 2 2X*10 'E RA5-IER PUCG 2X10 7:1�3" LUf1AFC_R RAF f_-�R 14.1_'kG E 2X10 1.6 3z 16" LIUMUIEH RAFT E'R RIDGE 2X�o 1�j2 6" LUMBER ------ HA�'T�_:'R R 0 G E �X. 11 LIU M,;3 E R RAFTER 2X10 .......... LUMBER >4 1RAFTER R,"QGE 1-1 2XC' I il 71' LUMBER C_ 2XIO 21 LU V, ::::az:::�� _-A RAfTER RZD -TER R'!DGL- 0 i 2V 24 0 4" LUIAGER -R R�0(_'-E 2X 2151 LUM=R RAFTr _R i ft f R F 1 0 C,L. 2X*�G 252 1',T' LTOBER 'SAL FER R:31'-f-- 2XIC 25�51c, LUt!KR Address RA�7_,ER R�ZSGE 2XIG 2,'4' ;DGE 2 2)r,'131 LUkIBER R*:iFPR R RAr_T iTROGE 2 2X"G 53 Tit,6 LUM3-PP RAFT E.�R R le GE 7 STEI1h ' RESIDEk 'CE ,J" 2X C 7 a b I RIV:TE R 10 G E I 2X'2 4%) LE, -RKDGE 11 RA; 2X�" 47 15:11C LUMBER RAFTER R�DGE 4 2 2X-S 77 LULTER Z( Peter & Allison S,4j PLATE P y SH0L PLAi E T, 2 A wo'B-zR SHCE PLA TE t 2X6 24A 3:6" LUMBER SH�JE PLA;i� 2 X F� 6 15116" 63417 County Rd, Greenport, 11944 9 -4 1/2" - N 111-811 19'-9 112" Description NEW DWELLIN 'L*i'/Oob"'TRUto.*."#'TUg*m4E 0) co N F 0" R C 0 ON"S T R U C"I"I 0 aNs FINAL MAP REVIEWED BY ZBA DECISION# I If DATED' DATED: it ­31- A,D TE- 121' 412025 PROJECT�40: jZ C RAVi?,IN IG SY:VA CHIECKM ISY: DSJ 8 -4 114 SCALE AS NOTED 9' 3 314 PAGE: r^ m f A It= -12 A2 V� Koof Framing Plan f Scale 1 /4" = 110" DOB APPROVAL.STAMP REVISION: 1 211 1/2025 Building Department NoD Version ZBA2 .�g r f " ID� F FRAMING FLOOR NOTE SCHEDULE Y • >..-.«.>...m..,..+..mwr...-.......>.-<a".........,....me,«w. aw-w,.r,,......<..... ...«....,»..s.r«..<..w.,..»...d......... ......w�. -x.,... n,., ,._ « ... ..< .. .. s FLOOR JOUST (A) t3 BCI �4S 2. - 11 71811 18„ i rr rr OC { 3 NAME QTY NOMINAL LENGTH TYPE �. ` k OR i JI rJL1V 11JU 1 0�✓ f E3 CKEiCAtvt 1 4X£� 1213r16 Lkih9iacit CJEC:K BEAM 1 4X8 63 7i16" LUMBER FLOOR JOIIST B BCI 6000S 1 .8-9 1 J2 1 " t�C a` _ f DECK BEAM 1 4X£3 65 11.'16" L�NIS� it DECK POST 1 4X4 15 118 LUMB;' f �`-�' i •••^• a DECK POST' 2 4X4 18 V*' LU�IE3EFt O R TJ I - 21 U - 9 1/2r' 16'r OC _ Consulting � Arch J(�' �» ,p #` g DECrK POST 1 4X4 24 13'16" LUMBER 1 � �l i�(� i 4�1 !' /{.� n # BEAM #1 `" DECK 1 4X4 253"8" LUMBER :J > >> •• i DECK POST 2 4X4 3t3 1;E3" LUF�EsEF� w•� W 12 X45 A.36 STEEL � �'-- ' � HEADER � 1 3.r4 x�3.'8 103 1i"2" LtJt:�BER B �"' HEADER 4 2X6 39lr2" LUMBER5' N (0)" W D 0%JP"*' $ a I;' FLOOR BEAM 1 1OX12 124" LUr' BER �� # FLOOR BEAM 1 IOX12 8$11I16" LUMBER ' W1 X45 A V STEEL I ; , FLOOR BEAM 1 2X10 12 " LU11 MBER ���, Willow i I10W �tr�;r�t #l 1 < FLOOR BEAM f 2X9J 124" LUf�4I3� i-t BEAM #3 '' '' t FLOOR BEAM 1 5 12 X 12 346 7t 1u" S�TFEs_-4 C�,. s < . a 5 1�2 X 9 ! 3,16 STLEL-t 1 314" 1/2r' VEIRSALAM E ,; .a .�. � , ��< . M. _.., M , .. .._�_ a�X 1=16" r.UNI8FR Orient, NY 11957 FLOOR BEAP1 1 342 POST 2 ,,) 9fi 1 � rr r� _..��; ' POST 2 1;z "s��4' R�lk,�,�C3 USE HAUNCH FOOTING UNDER WALL 18 X'12 �{ t V DAVDNC}WD(�//��) {�//��j� ■{■.wry(/\ry��•� •w. IJ 4 REBAR Y I�l� �! �ire rr/ Q7 FOOTING 3611 X 36rr X 121' E (T) 212 518 1818 2 4 REBAR w E ds` snoWdon.us -1 .I �„ FLUSH HEADER TYP __ 16 _ — _ 21'- 1 —W 13"-� 3l4" PERGOLA ......... emu ._., T, N I N ,.r Nick Mazzaferro P. E. (T) 518 457 5598 ' � b 3' .,,,,• PP � 3 a i � �, � rw� (E) 1 ftc�4 '/�F`/`�'�/.�.p{f/���y*� {p�'y}� //�y� � [�'�y}yy�y �yy+�/+�+4...► r�azza erro@ver zo ® et 00 SS Tar I q{ :? j( �� F; �33 � •F�:�''<x, ` " t _ 4.1 s I € • U°057 I Q a _ «re w. < msew...uy,..<.<. -,, w-.., .e <arr.-w•e m�•u•<x.x x-ro<z< ry•.•x r n.> +•. ••••••» ^••�'• R,. i x g. > a.,,. ..m<.aa>aW�w.<„ -»„,,.>•c m.<y ww.w.«r.�w.w+ax w..». .-,.«. ...... ...»... ,� .• � . '��'• ••'� �•� _ d i s STEIN RESIDENCE '$ ¢¢ Peter & Allison � �' w ' ;.ce»..r axy<+rm»...yawavr-w«zwa=ew-.,.ma�a.•�a..,e.aa.nz,m:.*+..:�xwnJ...+awi.'+-vm<».,y«-d-. � ! _..... .. ............... <iV$ .' 63417 County Rd, Greenport, NY 11944 Description .F '• FINAL MAP q=R, REVIEWED BY ZBA DECISION# <� 3 �• �R.{; y Iry DATED: a 0 gg HATE: 12.11112025 ' a PROJECT NO: tee. DRA%1\11NdG SY:VA CHECKED BY. aSJ SCALE: AS NOTE[ f AG ._.. First Floor Framing,Floor Floor Framing Plan __ i/ n == 1 Tt Beale 1/4" = 1' U" DOB APPROVAL:STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 x FRAMING FLOOR NOTE SCHEDULE °} _ . N LE ERA f FLOOR JOIST (A) BCI 60S 2.0 — 11 7/8 @ 16 OC NAME QTY NOMINAL LENGTH TYPE t OR TJ I - 300k - 1 1 7/811 1 C,t{' OC HEADER 2 1 112 X 8 718 116" LUVH;-:� HEADER 2 1 1f2 X 9 7/s 1U: 112' LUh'I? F2 FLOOR JOIST (B) BCI 5000S 1 .8-9 1/2 @ 15" OC FLOORHEADE 1� 3 11a 238 V LV��rI3u�� FLC?C}F2 BIWAPI 1 3 112 X� l/2 238 1�8" LVL n •, HEADER 8 2X6 33112" LUMBER OR TJ I - 21 01 - 9 1/211 1 6t' OC __�.�__a _._ FLOCK;BEAM 1 3 112 X xJ• 1/2 260 114� LVL - +� • _......__..................... _.. . . _ t Consulting n g /tea r r, BEAM #4 `' � FLOOhtIBEAty4 1 a112 X 12 347��16" TEFLR � l � �` �*✓ �� �� �•s �� 1 � � !; FLOOR BE 1 3 112 X 9 1/2 42 3 11�r" LVL W'12 X40 OR W10 X49 A36 STEEL BEAM ; ` HEADER 2X6 a�' L ��1B � N 00"W D" 0"' N I I L T'U"" HEADER 3a 2X6 431/2" LU,.IBER A _ z �. e� t {ti !. 3 HEADER 6 2X8 65" LUMBER 2 1 3/4" X 9 1/2" LVL W/5/8 ' STEEL PLATE r ; ;, HEADER la 2X8 77" LUMBER 5 Wi110W Street #71 SEAM #7 HEADER 2 5116 X 1 112 385116, LUMBER H+POST 2 7/8 X 1 1i2 40 13 8 LUMBERROUND Orient, NY 11957 _ I�as f 2 :� v2 Ins��" Rt�s�t�,I� 2 1 3/4" X 9 1/2" LVL W/1/2" STEEL PLATE ; osr 5 1i2 121t rzou� D BEAM #8 ``' DAVID SNOVVDON-JONES 2 1 3/4't X 9 1/2" LVL W/3/4" STEEL PLATELO $ c; FLUSH HEADER TYP T- �'_ �,f (T) 212 518 E3EAM #5 21 -9 1/4 13'-2 3/4" (E)ds 'SnQWdQri.us t {f 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATENic . -... ` d -. .W.« .«... ..,..fie° .»...___.,,..., .. ...............A•.r.,_....:.. ,. ;:: -"«..,r.� I _...._..,.._._...._,. _...».._.. a".._...,--..._ i {t { {{ f �, PO Box 57, Greenport, NY 11944 1 9 -5 1/2 12 -2 3/4 E , — 13 -2 3/4 ^ t (T) 515 457 5595 Co (E) nickmazZaferrO@verizOn.net Oki § t Address r y ... i STEIN RESIDENCE ii Peter & Allison f 5417 County Rd, GreenpOrt, NY f ! 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Jif 11944 ' -- Description h, NEW DWELLINGISTRUCTURE CONSTRUCTIONFOR FINAL MAP 1 f • REVIEWED BY ZBA fill DECISION# DATED: a� DATE; 12/1112025 PROJECT NO: d DRAWING BY:VA CHECKED BY: DSJ -- r SCALE: AS NOTED "l '.AGE: F ,1,00r1 Fra-min Floor A-1 .1 2 Floor Framing Plan �.._ � 1 /4 in � Scale 1/4Of _ 1' 0,1 ,,,_ R3C)8 APPROVAL:STAMP E, REVISION: 12/11/2025 Building Department NoD Version ZBA2 t FRAMING FLOOR NOTE SCHEDULENG FLOOR JOIST A BCI ooS 2.0 - 11 718" @ 1611 aC F ED-UlnE NAME C2TY NOMINAL LENGTH TYPE ,, `v < OR TJ1 — 350 - 11 7l8" 15rr aC :� 1, X 11 08 141 1/2' Lt B R q O f;L.1 DER 2 1 1i2 X 5 b18 85" LUMBER FLOOR JOIST (B) BCI 6000S 1 .8-9 i/2 @ 16 i HEADER 2 2X10 76 3f4" LUBBER rr er HEADER 2Xa 271/2' LUh1BER OR TJI 210 - 9 112 15 OC - --' �--�---� DrR 32 2X 1/2" LUMBER p � R 2 ?.X°> 391f L7EAIV1 #� HEAD fd 40 2X6 43112" LOMBERConsultingArch!' e.7 r 2 2X6 45118" LUMBER 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATE ; I K:-AD=R 4 2X6 63 112" LUMBER HEADER 2 2X8 851, LUMBER !, 40" 20WE)ON If U11"Ll"J" B EANA # t 0 _ -LC}C3R BEA10 2 3 112 X 3 1,2 155 5J8" LVL :�i ,.._... _ .. ......_._.; .,,...,.._..,.__........ : ::.. .............._LL..,:- ,., i ... ._ € FLOORE3Er,t�i 1 3 112 X 9 112 427 114" LVL 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATE _. ...LL {I FLOOR SEAM 112 X 9 1f4 263 3/4" STEEL-1 . {,ry }� "� b 1"LStaf?BEAM 1 5 V2X c€112 97 3 LVL 5 Willow Street t 1 BEAM #11 � � � POST � :�1i2 � , sb 3:P" r�aur�o J W12 X40 OR W10 X49 A35 STEEL BEAD Orient,�' NY 11957 2 L rr LVL 1 3/4 X 9 1/2r+ t�. s ) DAVID SNOVDON- O 7 L �/L 3/4'r 9 1/2'r gI'�t E S iT) 212 518 1818 E d j@Snowd n,�u ""ONGINEtER ' Nick Mazzaferra P. E. ' J b (T) 1{ • 64 6 5...,• a .. raw �^ •. •� S� .r.-.-......,.vim...............�F 4 1 - 12 21' ,� �, (E) nickma �Z f rro@Verizon.net _ _ .... ' " -E 3 112 13 --3 112 3--- --—-- € tlp 1 ` co CN 04 -49 }n� } 15r-5 1/2" -- 9 -5 1/2 �. 12 -2. 13 -3 1/2 fi 1Ff4 Address d e : STEIN RESIDENCE Peter All**stun '1 7 Count d, Greenpert, NY` 11944 4_ Description NEW DWELLING/STRUCTURE FOR CONSTRUCTION p F f x b ' z FINAL MAP REVIEWED BY ZBA i l � it DECISION# LS DATED: a DATE; 12i 11/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ E i 1' SCALE: AS NOTED € , € 'PAGE': \ .-F..ra....rnJn r-- �, Floor Framing Plan ,t Y�, . -...- . rig A-113 ti-c- 1 /4 in 1 Tt DO APRR0Vk,.:STAMP REVISION: 12/11/2025 Building Department NOD Version ZBA2 Consulting Arch itect/Desig n er 6,10 D.00 f;rbEQ1flLE# FLR. QTY ROOM SIZE RIO DESCRIPTION # FLR. QTY ROOM SIZE GLAZING TYPE DESCRIPTION R(O A.F.F. H.H. EGRESS COMMENTS 85 Willow Street #71 1 1 LIVING &DINING ROOM 81090 106112"X1081/l MULLED UNIT VINYL SINGLE CASEMENT-HL ANDERSEN 2 DI W1 0 1 BSMNT 3030SC DOUBLE PANE WITH LOW-E 400 SERIES 36 1/2'X36 1' 48" 84 REF 22457-NORTH SHORE WINDOWS 631676 4800 Orient, NY 11957 D2 1 —1 GARAGE 3070 R EX 38"1 EXT. HINGED-SLAB D I BATH 3030SC DOUBLE PANE WITH LOW-E. SINGLE CASEMENT-HL ANDERSEN D3 1 1 GARAGE 9070 11 0"X871" GARAGE-WESTFIELD SOLID 7' W3 0 400 SERIES 36 112"X36 V2" 48" 84" REF 22457-NORTH SHORE WINDOWS 631 676 4800 AVID SNOWD ON- ON D4 1 1 HALL,(PO`AfDER ROOTl W4 1 1 POVVIDER ROOM 3440SC DOUBLE PANE WITH LOW-E 40 112"X4 8 2660 R IN 30 1/2"X96 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN 12" 48 916" REF 22457-NORTH SHORE WINDOWS 631 676 4800 1 " D5 I I HALL�'FAMILY R00%ii 3480 R 42"X98 112" BARN-SLAB 400 SERIES (-j-) 212 518 1818 D6 I I HALLPW.I.C, 2680 L IN 30 1/2"1 SINGLE CASEMENT-HL ANDERSEN 1/20 HINGED-SLAB 1 POWDER ROOMt 3448SC DOUBLE PANE WITH LOW-E 40 1112"X56 1,1" : 40" REF 22457-NORTH SHORE WINDOWS 631 676 4800 400 SERIES D7 0 1 COSTCO STORAGE.MSMNT 2680 R iN 30 112"X96 112" HINGED-SLAB E)dsj@snowdon.us SINGLE CASEMENT-HL ANDERSEN -i D8 1 2 LIANG & DINING ROOM 5,090 L IN 62"X1 10 112" SLIDER-GLASS PANEL ANDERSEN 400 VV6 1 6 FAVILY ROOM 3440SC DOUBLE PANE WITH LOW-E 400 SERIES 40 112"X48 1;7 148" 11 961, REF 22457-NORTH SHORE WINDOWS 631676 4800 SERIES SINGLE CASEMENT-HL ANDERSEN D9 1 2 LIVING DIN',NG R0OfA,'COVERED PORCH 6090 L IN 74"X 110 112" SLIDER-GLASS PANEL ANDERSEN 400 W7 1 2 GARAGE 3448SC DOUBLE PANE WITH LOWEE- 40 1?2*`X1r-6 Irz 4-0" 96 REF 22457- NORTH SHORE WINDOWS 631676 4800 SERIES 400 SERIES a & SINGLE CASEMENT-HL ANDERSEN ENUINEER SLIDER-GLASS PANEL ANDERSEN 400 ]W8 1 1 KITCHEN 3440SC DOUBLE PANE WITH LOW-E 40 If2"X48 1/2' G(r, 108" REF 22457-NORTH SHORE WINDOWS 631676 4800 3 LIVING& DINING R001M,?COVERED PORCH 6090 R IN 74"X 110 112" 400 SERIES D11 I SERIES SINGLE CASEMENT-HL ANDERSEN 2660 R IN 30 112"X96 1/2" HINGED-SLAB 1 2 LIVING&DINING ROOkl 3440SC DOUBLE PANE WITH LOW-E. 40112"X43 t7" 48" 96 RE, 22457-NORTH SHORE WINDOWS 631 676 4800 D12 0 1 BATHfBSIl 400 SERIES I I Nick Mazzaferro tic-I&O'l r I.S..)EIl'11" -4 A I I I I N,41 in PnnilAt(,­i ST R IN 4391l V9 SLInFIR-SIAR C'i 40 l,2'X4b V2" 40" 80" REF 224 0 111' - f I '�']W`10 12 1 SHAfR 3434SC DOUBLE PANE WITH LOW-E '*"""% 1 1 57- NORTH SHORE WINDOWS 631676 480 PO Box 57, Green port, NY 11944 D14 I I MUD ROOMfDECK 3090 L EX 38'X I 11" EXT. HINGED-GLASS PANEL CUSTOM 400 SERIES I DOUBLE GLAZED MULTILOCK M W11 12 1 OPEN BELOW 61187 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 83 I1EXI03 112' -23" 81101 REF 22457- NORTH SHORE WINDOWS 631676 4800 ��� 516 457 5596 ID15 I I KITCHEN1,1LID ROAM 2670 L IN 30 112"X84 1/2" HINGED-SLAB SINGLE CASEMENT-HR ANDERSEN D16 I I KITCHEN.fPANTRY 2670 R IN 30 1/2'X84 1/2" HINGED-SLAB W12 2 1 DYLAN"S BEDROOM 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 112l'i V2" 40" 90" REF 22457-NORTH SHORE WINDOWS 631676 4800 SINGLE AWNING ANDERSEN 4130 (E) nickmazzaferro@verizon.net IW13 D17 11 1 POOL CABANA 3070 R EX 38'X8"r' EXT. HINGED-SLAB 7:" 1 VAULTED,CEILING 14' 1-0- 2020AW DOUBLE PANE WITH LOW-E 24 1/2"X24 1,2" 664" REF 22457- NORTH SHORE WINDOWS 631676 4800 D18 I I POOL CABANA 5080 LR EX 6 2'X 93-0 EXT. DOUBLE HINGED-GLASS PANEL SERIES I SINGLE CASEMENT-HL ANDERSEN ill 48" Pg" 71W14 ,11 I PANTRY 3440SC DOUBLE PANE WITH LOW-E 40 1 774F I.,', REF 22457- NORTH SHORE WINDOWS 631676 4800 D19 1 1 POOL CA8ANA,"P0VDER ROOM 12670 L IN 30 1/2'X84 112" HINGED-SLAB 400 SERIES 50 R EX 24"X63" EXT. HINGED-SLAB -HL AINDERSEN' j D20 I I S14WR 110 W15 1 1 POOL CABANA 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT 40 4;l 112" 47% 96" REF 22457 -NORTH SHORE WINDOWS 631676 4800 1 1 400 SERIES D21 2 1 ALLISON'S OFFICEIIIALLiSON'S BALCONY 6,360 L IN 82"X98 112" SLIDER-GLASS PANEL ANDERSEN 400 SINGLE CASEfv4ENT-HL ANDERSEN OF I SERIES W16 11 1 UNSPECfFIEDI.IVING DINING ROOM 3421 SC DOUBLE PANE WITH LOW-E 40 1/2"X25 1�2" a 25' REF 22457-NORTH SHORE WINDOWS 631676 4800 M D22 2 1 ANNABEUS I3EDRO0Tl,.1.`1BALCON'Y 12070 144 112'"l 112" MULLED UNIT VINYL 400 SERIES 4, SINGLE CASEMENT-HL ANDERSEN D23 2 1 BATH 3!GUEST BDR'T0 2668 L IN 30 112"X80 112" HINGED-SLAB W17 2 2 ALLISON'S OFF3CE 3434SC DOUBLE PANE WITH LOW-E 40 192*'X40 112" 40" 801, REF 22457 - NORTH SHORE WINDOWS 631676 4800 400 SERIES D24 2 1 BATH 3 Kl 2663 L IN 30 1/2"X80 1/2" HINGED-SLAB SINGLE CASEMENT-HIL ANDERSE �mmN W18 2 1 ALLISON'S OFFICE/ALtISON'S BALCONY 3480SC DOUBLE PANE WITH LOW-E 40 1f2"X96 V2' all REF 22457-NORTH SHORE WINDOWS 631676 4800 A D25 12 1 SHWRtBATH 2 2480 L IN 28 112"X-QG 112" HINGED-GLASS PANEL 400 SERIES D26 2 1 BATH 4AN.I.C. 2670 R IN 301/2"X84 112" HINGED-SLAB -E SINGLE CASEMENT-HL ANDERSEN O 1;'2"X,40 11Z' NORTH SHORE WINDOWS 631676 4800 W19 2 4 ANNABELS BEDROOM 3434SC DOUBLE PANE WITH LOW A 40" REF 22457 400 SERIES D27 2 1 DYLAN'S BED,R00%MIBATH 2 2668 R IN 30 112"X80 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN V. ' D28 2 1 DYLAN'S BEDROOM.,HALL, 2668 R IN 30 112"X80 112" HINGED-SLAB W20 2 1 HALL 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 10 112"XA0 1,124' 40"' 80 REF 22457-NORTH SHORE WINDOWS 631676 4800 D29 0 1 MECH;TISMNT 2680 R IN 30 1/2"X96 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN D30 2 1 GUEST 8DRINA1HALL 2C368 R IN 30 1/2"X80 112" HINGED-SLAB 400 SERIES W21 2 1 BATH 4 3034SC DOUBLE PANE WITH LOW-E 36 112740 V2� 40" So- REF 22457-NORTH SHORE WINDOWS 631676 4800 l 1 . 'S OFFICE 2670 L IN 30 1/2"X84 112" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN X40 111,12" 40" 801f I D31 12 1 HALLIALLISON W22 2 1 DYLAIN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 Ill REF 22457-NORTH SHORE WINDOWS 631676 4800 I D32 12 1 HALUHALL 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB W23 2 SINGLE CASEMENT-HL ANDERSEN -7 40' : 80" D33 2 2 HALLICLST 5068 LIR IN 60 1/2"X80 1/2" DOUBLE HINGED-SLAB I GUEST BDRhl 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 1fl 1; YES REF 22457-NORTH SHORE WINDOWS 631676 4800 D34 2 1 HALMI.I.C, 2670 L IN 30 112"X84 112" HINGED-SLAB OW-E SINGLE CASEMENT-HL AN 40 1? ANDERSEN 40 112" 40" 80" REF 22457- NORTH SHORE WINDOWS 631676 4800 D35 2 1 04DRYIHALL 26368 L W 30 1/2"X80 112" HINGED-SLAB W24 2 1 LNDRY 3434SC DOUBLE PANE WITH L 400 SERIES SINGLE CASEMENT-HIL AINDERSEN ,I)36 2 1 MSTR BkMiSTRBDRM 2670 L.IN 30 1/2"X84 1/2' HINGED-SLAB C -NORTH SHORE WINDOWS 631676 4800 Address W25 2 1 fJSTR BA 6146SC DOUBLE PANE WITH LOW-E 73 3,14"X54 172' 3C 84V REF 22457 D271112 1 MSTR BA.!SHAIR WPO L IN 44"X98 1 400 SERIES 12" SLIDER-GLASS PANEL D38 2 1 ?,.ISTR SAA I�C. 2670 L IN 30 1/2"X84 112" HINGED-SLAB W26 2 2 MSTR SORM 3434SC DOUBLE PANE WITH LOW SINGLE CASEMENT-HL ANDERSEN -E 411) 1�'2"X40 1,117' 40" 80" REF 22457-NORTH SHORE WINDOWS 631676 4800 I �00 SERIES STEIN RESIDENCE D39 2 1 MSTR BAAM.I.C. 2670 R IN 30 1,12"X84 112" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN W27 2 1 MSTR GDRM/BALCO,"l 3480SC DOUBLE PANE WITH LOW-E 40 1�7,06 1'2" REF 22457-NORTH SHORE WINDOWS 631676 4800 D40 2 1 SLIDER-GLASS PANEL ANDERSEN 400 400 SERIES Peter & Allison NISIR BDIRM"BALCONY 6880 L IN 82"X98 V2" SERIES CASEMENT-HL ANDERSEN 1 1 W28 2 1 MSTR BDRM,-'BALCONY 348ISC DOUBLE PANE WITH LOW-E SINGLE C 40 V2"X97 V2" 014 REF 22457 - NORTH SHORE WINDOWS 631676 4800 D41 2 1 HALUMSTR BDR%1 2668 R IN 30 112"X80 112" HINGED-SLAB 400 SERIES 63417 County Rd, reenport, NY D42 0 1 LNDRYISSMNT 26813 L IN 30 112"X96 1/2" HINGED-SLAB W30 2 1 GU SST BORM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-FIR ANDERSEN 400 SERIES 40 112"1 1''7 40" W' YES REF 22457-NORTH SHORE WINDOWS 631676 4800 D43 2 1 W.I.C./ANNABEL'S BEDROOMI 2670 R IN 30 1/2"l 1!2" HINGED-SLAB 11944 W31 I SINGLE CASEMENT-HL ANDERSEN 0� 40 V2"i 1,T, " 6 1081, REF 22457- NORTH SHORE WINDOWS 631676 4800 D44 2 1 "'.I.C.IDYLAN'S BEE)ROOM .2668 R IN 30 1/2"X8O 112" HINGED-SLAB 2 LIVING&DINING ROOM 3440SC DOUBLE PANE WITH LOW-E 400 SERIES D45 1 1 POWDER ROOM ISHI WR 2480 R IN 28 112"X96 112" HINGED-GLASS PANEL SINGLE CASEMENT-HIL ANDERSEN W34 2 1 Vilill 3434SC DOUBLE PANE WITH LOW-E 40 1 i2"'X46 V2" 140" 80" REF 22457-NORTH SHORE WINDOWS 631676 4800 D46 0 1 BATH,!SHR,1,fR 2470 R IN 28 112"X84 1/2" HINGED-GLASS SLAB 400 SERIES Description D47 2 1 S SINGLE AWNING ANDERSEN 400 140" 64" REF 22457-NORTH SHORE WINDOWS 631676 4800 HWP.1BATH 3 2480 L IN 28 1/2-X96 1/2" HINGED-GLASS PANEL W35 3 3 ATTIC!STORAGE 2020AW DOUBLE PANE WITH LOW-E SERIES 24 1(2*X24 112' i i D48 2 1 1 SHWR(BATH 4 12480 R IN 128 1/2-X96 1/2" —j HINGED-GLASS PANEL W36 1 1 LIVING& DINING ROOM 61190 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 63 V8"XIOS IIY2" 108" REF 22457 -NORTH SHORE WINDOWS 631676 4800 B-13NINT/UNSPECIFI[ED 18470 1100 1/2"X84 112" MULLED UNIT VINYL - " "foll"MI" CTU E D49 10 1 FIXED GLASS ANDERSEN 400 MEW DWELL11",4 U b U K W37 3 2 1630FX DOUBLE PANE WITH LOW-E 18 ill- 117 11.21, 36 1 f2*' REF 22457-NORTH SHORE WINDOWS 631676 4800 SERIES W33 2 2 DYLAN'S BEDROO SINGLE CASEMENT-HL ANDERSEN E M 3434SC DOUBLE PANE WITH LOW- 400 SERIES 413 1 12'"X4 0 112"' 80" YES REF 22457-NORTH SHORE WINDOWS 631676 4800 • SINGLE CASEMENT-HIL ANDERSEN 40 1,7„X,40 122" 4T 801, REF 22457-NORTH SHORE WINDOWS 631676 4800 W3912 I BATH 2 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 1'' 4 W40 3 1 3430FX DOUBLE PANE WITH LOW-E SERIES FIXED GLASS ANDERSEN 00 40 112"X-116 112" 112" 3616 112" YES REF 22457-NORTH SHORE WINDOWS 631676 4800 I I IMUD ROOM.DECK 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 410 1 72'X48 112" 48" 96" REF 22457-NORTH SHORE WINDOWS 631676 4800 400 SERIES FINAL MAP REVIEWED BY ZBA DECISION# DATED: DATE: 12,1112025 Mi OJECT NO: DRAYVING BY:VA CH7-CKEO BY: DSj SCALE: AS NOTED PAGE: A-1 .14 Windows OOS Schedules Nil ------- DOB APPROVAL:STAIMP REVISION: 12/1 1/2025 » Building Department NoD Version ZBA2 333, ti \ , a f - x— .0 T , ; i ! SEW— zik r . a < � f es /f 1 " NOWDON 11 L f' S° is » , l 11� 1h1l: r a k. a E+ *�# tr ec i € _ f O .._ - is f. 11, {il f95 ttT_F: 3' 85 Willow {.rLr ill Orient, NY 11957 : , Br; r'r d /f E DAVID SNOW oN JONES [ g „ IN] p T p p'•q('� �i { ,, (T) �//J{j, ��///�j �J/'�j�::) {Q� (f��{)3: 1i.:-P,.:< 'n A«+-G.]13:t+ -.i..`�J. L'd€ l.� ■::� i/ V V (E)dsj@snowdon.us ENUNmw R 21 _._-- -�- Nick MaZZaferro P. E. Po Box 57, Greenport, NY 11944 N&H .__ (T) 515 457 5595 _......................... _ ___ - (E) nickmazzaferro(C.Vverizon.net ........... ............-........ 3/16 i n — 1 ft t, b4 Exterior Elevation Front Cj 4 _ , i f Address i I i ry 4" f r • 1 ris e° STEIN RESIDENCE , E _. a 1 ekeAllison %'O,fLC:GA. .,.r � :C. 7 's a?R 1 »i-n la57 F 4*4SF /TY0sg E 53417 County Rd, Greenport, NY C'c;'�„1,C":,Pv,„r!»t,�^S�+6.sC)� . .,,.,_,_.,,,�♦ __ ---�-----' _ �G>,,_1,,l5.s:i..s.,Nc-<2n'�:� _ A /C� 4 _ a. y .- ! Description .t. a -FE.SYW:1$-YPY.+SfA'2X3 3-L.1Jii.:"1 {t4d ' m>.-,�. >,.` t ✓ < .. ,E �"`5 ' t L�3 is i4`a- ".CIL:PtiG77viS f-.iSI _ CF1L P3�T fY�I!«.A .S�T. 1 t3Ci�. > a < . a pp 77, FINAL MAP QRF'�!a �!?; •-15T w�v�F��. �� . . Irs � ,:..:' __. ,f:`•... .�---=�; �': � ,. .... .. ..., :<.. ...w.. . i _..... tt• ...... .. { �� r -� _ - �r"�sJ N _- » .:sSi. .�lfi..,Ar: hri ,;e, ,° REVIEWED BY ZB 4 « "— -,�; �..a• 7' i DECISION# � > DATE: 17''1r4025 PROJECT W3: .e_..- a.00%FlN«SIH-.Fazt'>&ALv,,l � �f, s° DRAtri,N G BY" w A A 1 I SCALE: kS NOTED f F[ Exterior Elevation Back4( 3/ 6 in — 1 ft PAGE: I " . >.� Propoised Exterior Elevation Views Scale 3/1 bit _ 11041 DOB APPR{3VAL. STAMP F_ REVISION: 12/11/2025 Building Department NoD Version ZBA2 ' 141,r4H,EIS Zz±..PGRv��" .,,_yt «..-«.,..r.. ..Xq�---F HIGHEST-FUDGE 3311 Y, OL `s To J.GE — —€ F F1 C30R F€N€S:i<.ATi1G'S s2�?3 F- t CCI f'i37 a 216 , p E , i : n, , pECFp <. .. , .. {l,.r,..�,�:^A... .... .. ..... .. �b .:d„j�-x,. ,,. .. f'�:x.x..Xi,•�.�x.a,'r .t.<.".-.'�P::., i �.'..,x�w. � 4.�i� �� i, y f ConsultingArch itect/D esi r < , pp t a r t ' 3 i t , i : ;III'. �AID� i is jp LOP < 3 .:..�V Fr€sr ZND FLOOR4, 1`0 FLOOR 1.€ RFsR 6' CEILING FINISH•.7 ST f"L.L�U� �tJ Willow Street �! Orient, NY 11957 i , % r , , � r r DAVID SNOWDON JOE(T) 212 518 1818 r < , , . {{ , R r , Y , x t (E)dsj@snowdon.us FLOOR 17 EN %034N "� ""R € t. c ' < __.. _... flick Mazzaferro P. E. Vol PO Box 57, Greenport, NY 11944 ; I _� ` 515 457 5595 H_- (E) nickmazzaferro@Verizon.net ... / Exterior Elevation........._ . Left i f ,,.r '11. _ n g 0 1 LU z.,. 13tG�i�ST Rlv>^r>~ € ri t; k f !"! 1 ,' Fx Address i € 'i STEIN RESIDENCE - —il- ,* z f _ 21,H Peter Allison v: 3417 Count Rd Green port, NY 11944' , , 1 f W , L�R , rt -Z Description G F€Nra4 2 % , LLB , _ ° w F 27 i3 r < j x S" t ; r; - ° ,. r. Ex I C�.1UNG FIN I,Ia.F'fD1S1'rf�ATIT- ...........,.. .. _.., s' t' �GEbLIN15FM"SH-,FS3:�"1V1.'�.fi'€t?N ....... ... .. t .... - ... - w n ~ G y. - MAP FFINAL MAP ' BY ZBA �REVIE < CISI , ,i , , O N DATED , , 9 p ° — % n ' .. .. d ..__ .... ..... tr.- n , ^< �_ F1OCStC.F.'.'i'i..:^f try F1�3.s:2 f..b€SI­i�q!~�w�1L,.<hi7`!",� _ , e, , , Y^ Y DATE: 12�11112025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED -% r or Exte E4 ,��,+ — r-% t - } 3/16 h 1 ft RAGE: - .1 Proposed Exterior Elevation 'views _..r� Scale 3/16It = 11011 DOS APPROVAL:STAMP f REVISION: 12/11/2025 Building Department NoD Version ZBA2 ' 3 2 a��•� ro � �� r-`` f..�. '_ - �:..., _v -' � 1, e� t, 1 -`{..`�-]'` ! I_ _ 1, Aq• A•' P f J 1 - -'.,_. _ ,i.. �` � ram'•`+ .�f _'1 _ ,\ �� Y� - r V 4 , sutArch tectl es r 04, W D 0 N I I L""I""D'" tj i �° , i f � 4 ,,✓ ,, Yam" � :� � _ ..,yA Y" 'i , ,. .. „�^.'. i �•x' � 1 . t 1 tea'• €, d 85 WiIIOW Street ##71 .eta LJ� - ......, .. ,• .,.. i• .. \� .,... �€ � �� �" 's Orient, DAVID SNOWDO --JOKES 1 11 ��`l':ro�°"a , ,d "�'c �. .:A��Y�..¢a1:"' ,1 ` I P jr ! _ .. .lx�dx�.Jr•;..il• (T) 212 518 1818 E r (E)dsj@snowdon.us t9 N G` I N I E E.R 1 , , , P - • y a V Nick Mazzaferre P. E. --.., PO Box 57, Greenport, NY 11944 (T) 516 457 5596 I E.) nickmazzaferro@verizon.net t �' E5ARM 3/16 in I Tt 63417 Main Road, Greenport, NY is cony pliant ith � � ,, Southold Town Code 80 - 08 Pyramid Law. -*- - �---�t ' --y I 1 e � � :9.. .^. t ° r a . x s "� j14. Q l E Theproposed nd star addition is below the e st n root structure and therefore Within the -30 Zoning sky lane. , (k l k 4 F 4 5 S 3Address . k , STEIN RESIDENCE Peter & Allison i , A 63417 CountyGreen port, NY i » x. 5 11944 Description NEW DWELLING/STRUCTURE i r• .4 „ J � w , k J """:4"gk :nG .J , _._, `^�„ ,( �-`±,,,�' "a-'.-",� <.- •i' ^Fa. ., ..(a.:r,,„a,} --. .s.� sz4:-'�' `. f , , I11 _T FOR CONSTRUCTION 14.3' FINAL MAP REVIEWED BY ZBA DECISION# 1SQ153 - DATED N. JVT , F 1- w: E F^ 3 _ ..u..w„... .... ......:... ......_.._..._ e.>,aem.m rsma -.ma.-,r>.- _ Iem.ma'•r, .. -'-"`- i - DATE' 1211112025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED w_ I. 2 { 1 _ Elevation E61 'PAGE: '/ - Tt - j b .17 ,- Proposed sky Plane Elevation '"' Scale 3/16" 1 r 0"_ DOTS APPROVAL:STAM" i REVISION: 12/11/2025 Building Department NoD Version ZBA2 S;'� tk � f" �- J7f'• � (LR '3 }}i t; y/�,''�"/���"�/ {{ :,�i�+^l'{� S t: f � -".e�tlpl®q �"..•"E:_. I �' }€ , (, < Er y', 4', / k + E: '3 i I+; 1� ,•. #� _ I. ;' S F � �'`<�...,., 1! i � - 4` f>(`' p1rVLlJ'4R 31i 6 is z• •; (' ,?' i; , "I � � 'SX'�wl'�,:P",.N.{u^'(�9 � t t - , V ' . r.�} xa i F Zo TES, LO Ft7 F$! 315'd'?3 S 'a3et M I:QRMPR TO OF AIR' F M P 1' �� REE3 TF►i L3'a LFfdT4i R�3C3�"STF2UCTURr. (�} _�i TL"JC}X#�d AR IN FOv' �<�i_ =TH:=l=Of�Tii"d� _ . Y "F BAR 3 t"JrE RVlLS POURED Ct1 " �FTT •r, � i BOTH DIRECTION ALL TIED ANCHOR BOLT 5!8'SET AT 4F"ON CENT R Tpr'ry-P z i LPN-VT7� _._. _..... r F! : / z I • 1 `..,.,.,..., .... ,.. „. f....✓N,q .: 'r. ,.. , trzr3 ......_ ° _ ... ... _ :S`1,.)P�R�_'t r'A�-e'i{:R. _ — g Consulting � iteet� es er ;... v _.. e _ i .._.._.._......_ }.. .,. ,..._ .... _ . i e:A ;....w N I I L"I"D SFROPFRTYY LINES,CONTRACTOR TO I %03 N 0 W D N TA_L FFNCE Y:'HERE i .� ., . ._.•. __ ._ _ APPLICABLE AN-MAINTAIN WORK VJIT?4 J0 rPd4'ELOPE. � K OP I$ i ELECTRIC)r : T � EN t .. ... �.._ DISCONNFCTED RS'THS ;"FIR°J'-'R3ATE ENTITICS�»R.TO >.__ ...- LIO IZATIONTOTHP SITE. s l_- 5 W*Ilo ltt Street # 71 E ALL UTILITIE f F C s € POUNDATION 8'X 1C-'z= 0T$N4 G i V,,'IT�H�B{2,04 R�RJR C'.kNW7t rTlsll Orient, NY 115 WALLS AT V IrlC`aW. ?13.?:VNC V;ATE R i00�T:!JG,�©i�c?C7i�.F ,.. INS LATi iN$.>r OTEC T s, J AR A%.) A O7-' _i y' .. $ g OIN FX:`;=J'f0%R--',`'j?a_1A77`is:e'.:J,I +INTt�'!v004 r VJATERPi20 (s OF } DAV t D � �tfllrEEttii �ID ff STU03 L�4 AI L u T!CLC? C LL rtF Y 1 E*3 ATfi `� , 1 i d" 3 d"P$7, - C3A5'w3.+ SLAR �s'tT+'�ciWL�• _ •F _ ' --�- -.... N _ _ _ _ _ y. , ,Y F2E$I�FC2F2•,^,cs""c�C°dTS T'+�.,rt _w 'S'd. : ,reee (T) 212 5 € , (E)dsj@snowdon.us liS1 l Y 1 ft 4 1 _ P ir - i I € s : , » : Y , av d w ° F low Ew." N -to,3" 1 N E LEO R c IaZZeferr0 P. E s E. 1° 1y4 ` .A .14 !1 r O , �reenperL, E ' i 1 4 -_ - (T) 515 45 5596 (E) nickmazzaferro@verizon.net 41~ 1s�r c t 1*1:-)n ft 3/16 ii z ' r" g j' #l` 1 1 3 duress STEIN EDEINE deter Allis on 417 Out Rd, Greenport, Y 11944 Description ZI �`_ U"-,-may"<.o�.-:r'�:��+: ,... .. ..,�°. ..>_.�,. ,,..r.e•,", e. ,...,_.-._,.. -I 'yf.._ r•+ ax. .='�°° aa^+^z-^ , < arm+;°,,. ^,�.,,, "w ,a.�,�..w,, :, s✓••'•«,«,s+er» •ra�<r• .a:• •z. �,.,;;x.. :.x. FINAL, MAP ' &' REVIEWED BY ZBA 211 DECISION# , PROJECT NO: _....,_._.._...__......._._...w......_.__._._..ww-...._.. _. _. .. _._. , $ DRAWING BY:VA R A° CHECKED BY: DSJ Y- 0 w ` b SCALE: AS NOTED , SectiOn 1 ft 3/1 in — - Pry Section Vern .., Cr�ie fir, -- 1f fl" ,.. �; DOS APPROVAL:STAMP a.. •.:i�.x Sat_,t .3. ._� :.. � a. -,x� .,.;_ n>:<. .:a,:.,„'.« .. ......:....... .. .....x ... .....a. -c ._<wESso.,.,.,.<.<,.Ltiw..,,,ro..,•.n � c., w<�t<° a.>,,.a»x,_.., .,,, __•r c,,.»,-e,.,,aa.�.._,.:...,n.,.°.,,,., ,..<.,.,,„a.,s4:•» �. .«t, .d. x. REVISION: 12/11/2025 Building Department NoD Version ZBA2 Z n, J I Consulting Architect/Designer N L ff I Orient, NY 11957 DAVID SNOWDON-JONES Al . . ... . . . . (T) 212 518 1818 (E)dsj@snoWdon.us jol i4W ....... T _C1 tam ElE N(3% I Ne Eam Em R Nick Mazzaferro P. E. ........ PO Box 57, Green port, NY 11944 (T) 516 457 5596 t. (E) nickmazzaferro@verizon.net Section 3 ................. 31 'A 6 in Tf t - T A U*) 7__ Address .............. ........ STEIN RESIDENCE T Peter & Allison ( 3 _ E , 5 = ,. ,. > :-__"`v ' 63417 County Rd, Greenport, NY 11944 Description 114, ............. FR. 'N FINAL MAP REVIEWED BY ZBA DECISION# _U DATED: DRAkP*1NG BY:VA -0 BY: Dsj 04'ECK7 SCALE: AS NOTED .......... 7-T i PAGE: A .4 ection 4 A 1 11 VA'"k /._.,, -Proposed Section Views 11 in - 1 ft Scale 3116" V 01; DOB APPROV"AL:STAMP TOWN OF SOUTHOLDFEe BUILDING DEPARTMENT Bea SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 27, 2025 RENEWED: June 20, 2025 AMENDED: June 20; 2025 AMENDED: February 25,2626 TO:"" avid Snowden-Jones(Stein) PO Box 71 Orient,NY 11957 Please take notice that your application dated October 25, 2024: For permit: to demolish and reconstruct a new single-family dwelling at: Location<of property: 63417 CR 48, Greenport,NY County Tax Map No. 1000—Section 40 Block 1 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this nonconforming 56 812.59 sq. ft. lot(31,936.54 sq. ft buildable land) in the R-80 District is not permitted pursuant to Article XXII Section 280- 116A(1) which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The dwelling will be located 60 feet 6 inches from the top of bluff. Additionally,the new dwelling is not permitted pursuant to Article III,Section 280-15, which states accessory buildings and structures shall be located in the required rear yard, or in the case of a waterfront parcel,accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front yard principal setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings in Subsection B above . The location of the dwelling places the existing accessory swimming pool partially in the side yard. This notice of disapproval has been amended to reflect the revised plans last received 2125126. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.S.A. TOWN OF SOUTHOLD BUILDING DEPARTMENT Received SOUTHOLD,N.Y. AUG 0 6 2025 NOTICE OF DISAPPROVAL Zoning Board of Appeals DATE: March 27,2025 RENEWED:June 20,2025 AMENDED:June 20,2025 TO: David Snowden-Jones(Stein) PO Box 71 Orient,NY 11957 Please take notice that your application dated October 25,2024: For permit:to demolish and reconstruct a new single-family dwelling at: Location of property: 63417 CR 48,Greenport.NY County Tax Map No. 1000—Section 40 Block 1 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling,on this nonconforming 56,812.59 sq.ft. lot(31,936 54 sq_ ft.buildable land)in the R-80 District, is not permitted pursuant to Article XXIII Section 280- 124 which states lots measuring 40 000-59 999 square feet in total size re uire a side yard setback of 20 feet. The proposed side yard setback is 14.3 feet.(1 Additionally,the new construction is not permitted pursuant to Article XXII Section 280- 116AM,which states:"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The dwelling will be located 61 feet 6,inches from the top of bluff. ` This notice of disapproval has been amended t reflect the revised plans last dated 6116125. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 27,2025 TO: David Snowden-Jones(Stein) PO Box 71 Orient,NY 11957 Please take notice that your application dated October 25,2024: For permit:to demolish and reconstruct a new single-family dwelling at: Location of property: 63417 CR 48,Greenport,NY 0 County Tax Map No. 1000—Section 40 Block 1 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this nonconforming 56,812.59 sq ft lot(31,936.54 sq ft buildable land)in the R-80 District is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring 40 000-59 999 square feet in total size require a side yard setback of 20 feet. The proposed side yard setback is 14.2 feet. Secondly,the proposed construction is not permitted pursuant to Article XXXVI Section 280-207A(b) which states;"the gross floor area shall not exceed the permitted square footage calculated as follows:Lots containing up to 40,000 square feet of lot area: 4,350 square feet maximum plus 7 5%of the lot area in . excess of 30,000 sq ft to a total of 5,100 sq ft maximum." The permitted gross floor area is 4,495 sq. ft. The proposed gross floor area is 5,427 sq.ft. Additionally,the new dwellingis s not permitted pursuant to 280-208(A)which states "Any building or structure on any lot in the A-C,R-40 R-80 R-120 R-200 and R-400 Zoning Districts must be within the sky plane." The proposed construction exceeds the permitted sky plane The new construction is not permitted pursuant to Article XXII Section 280-116A(1) which states;"All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. The dwelling will be located 61 feet 6 inches from the top of bluff. Lastly,the proposed single-family dwelling is not permitted pursuant to Article III Section 280-15 which states accessory buildings and structures shall be located in the required rear yard. The new dwelling will result in the existing accessory swimming pool being located partially in the side yard. Authorize nature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. Received APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE A U G 0 6 2025 House No. 63417 Street CR 48 Hamlet GREEN PORT;,,,,, oard of Appeals SCTM 1000 Section: 40 Block: 1 Lot(s) 18 Lot Size:. 56,812SF Zone R-80 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 6/20/2025 BASED ON SURVEY/SITE PLAN DATED 6/16/2025 Owner(s):PETER STEIN AND ALLISON KRONICK STEIN Mailing Address: PO BOX 12, EAST MARIN, NY 11939 Telephone:215-694-0037 Fax: N/A Email: PETER.STEIN@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(X) Owner( ) Other: Address: PO BOX 1452, 13250 MAIN ROAD, MATTITLICK, NY 11952 Telephone: 631-315-6070 Fax: N/A Email: MFI N NEGAN@NORTHFORK.LAW Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 6/16/2025 and DENIED AN APPLICATION DATED 10/25/2024 FOR: (X)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.) 280 124 xxm Article: xxu Section:280 Subsection:116A(1) Type of Appeal. An Appeal is made for: (x)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(x) has, ( ) has not been made at any time with respect to this Property, UNDER Appeal No(s). 1104 Year(s). 1967 (Please be sure to research before completing this question or call our office for assistance) Page 2, Area Variance Application Revised 6/2023 Received REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): AUG ® 6 2025 1.An undesirable change will not be produced in the CHARACTER of the neighbortfta n to f Appeals nearby properties if granted,because: SEE ATTACHED RIDER. 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 RIDER. 3.The amount of relief requested is not substantial because: SEE ATTACHED RIDER. 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 RIDER. 5. Has the alleged difficulty been self created? { } Yes,or {x}No Why: SEE ATTACHED RIDER. • Are there any Covenants or Restrictions concerning this land? { }No {x} 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 CE WIT —HE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signat a of Applic%mLoF Authorized Agent (Agent�iYrast-submit written Authorization from Owner) Sworn to beforeme this 0 day ANNALISE OUELLETTE IJUI 2�25 NOTARY PUBLIC-STATE OF NEW YORK o , No.01 OU6409457 Qualified in Suffolk County Notary Public My Commission Expires 09-28-2028 RIDER TO VARIANCE APPLICATION OFj � PETER AND ALLISON KRONICK STEIN Received 63417 CR 48, GREENPORT, NEW YORK AUG 0 6 2025 SCTM # 1000-40.4-18 Zoning Board of Appeals REASONS FOR APPEAL: The Applicants, Peter and Allison Kronick Stein, are appealing the Building Inspector's Notice of Disapproval, dated June 20, 2025, for a building permit to demolish and reconstruct an existing single-family dwelling substantially within the footprint of the existing residence. The proposed footprint would maintain both the pre-existing non-conforming setback of 14.3 feet from the western side yard where 20 feet is required and the pre-existing non-conforming bluff setback at 61 feet 6 inches where 100 feet is required under Town Code. The subject parcel is a non-conforming 56,812.59 SF lot in the R-80 zoning district located on CR 48 in Greenport. The parcel is substantially vegetated and lies over 350 feet north of the North Road behind two vacant woodland parcels. The parcel to the west is improved with a single-family residence that straddles its western property line and the parcel to the east lies substantially seaward of the subject premises. As such, all of the proposed construction will be well within the Pier Line. The Applicants have applied to the Trustees for the requisite Wetlands Permit for the project. At their field inspection in late 2024, the Trustees did not voice any concerns with the project beyond the required stormwater management by way of gutter and leaders to drywells. In addition to rebuilding the residence, the Applicants intend to upgrade the sanitary system to a modern low-nitrogen system. For the following reasons, the Applicants submit that variances from the side yard and bluff setback requirements are 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 neighborhood is essentially invisible to the Applicants and to motorists travelling along CR 48 but aerial photos confirm that it is characterized by one-story and two-story waterfront dwellings of varying sizes, many of which lie seaward of the subject premises, closer to the top of the bluff. Due to the long and narrow configuration of many of the lots in this neighborhood, many of the residences are non-conforming to side yard setbacks. In fact, several neighboring homeowners have obtained side yard and bluff setback relief from this Board for various construction projects. As such; the-Applicants submit that there will not be any undesirable change in the neighborhood nor a detriment to nearby properties, as the existing Received residence is already non-conforming to the side yard and bluff setbaAU& MM25 which relief is being sought and the majority of the new construction lies landward of the existing residence. 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: Due to the pre-existing non-conforming side yard and bluff setbacks, there is no way the Applicants can accomplish the proposed renovation within the existing footprint to minimize ground disturbance without variance relief. 3. The amount of relief requested is not substantial because: While variances for the side yard and bluff setback relief may be mathematically substantial at 28.5% and 38.4% respectively, there is no increase in the non-conformity compared to what already exists and several neighboring homes have greater non-conforming setbacks. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: As stated previously, the currently existing setbacks are pre-existing nonconforming to the current requirements, and the degree of non-conformity is not being increased. Granting of variance relief will not have an adverse impact on the physical conditions in the neighborhood and, as a Type II action, there is no perceivable environmental impact stemming from the proposed renovation. In addition, the Applicants will be upgrading to an I/A low-nitrogen sanitary system, resulting in a net environmental benefit from this project. 5. Has the alleged difficulty been self-created? {} Yes, or(X) No Why: Previous owners built the existing residence in a location which is now non-conforming to modern zoning code, and the Applicants seek to only maintain these setbacks as they rebuild the structure. To any extent that the difficulty be deemed 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." Page 2 of 2 Receive Zoning Board of Appeals 5 3 APPLICANT'S PROJECT DESCRIPTION AUG 0 6 2025 APPLICANT• PETER STEIN AND ALLISON KRONICK STEIN SCTM No. 1000-40.-1-18 Zoning Board of Appeals 1.For Demolition of Existing Building Areas Please describe areas being removed:EXISTING 2-STORY RESIDENCE H.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension:N/A Dimensions of new second floor: N/A Dimensions of floor above second level: N/A Height(from existing natural grade): 26.2' 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 Number of Floors and Changes WITH Alterations: SAME IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 3,146 SF Proposed increase of building coverage: 3.18% Square footage of your lot: 56,812.59 SF Percentage of coverage of your lot by building area(lot coverage) 9.8% EXISTING/ 12.98% PROPOSED 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): 4,494 SF For Residential lots, is project within the allowable Sky Plane?(Please refer to Chapter 280, Section 280-208 of the Town Code): YES V.Purpose of New Construction: RECONSTRUCTION OF DILAPIDATED SINGLE-FAMILY DWELLING TO MEET THE NEEDS OF 21ST CENTURY LIVING. 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: SLOPED AND WOODED TERRAIN DO NOT IMPACT RELIEF SOUGHT. 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 APPLICATION ED;3 A. Is the subject premises currently listed on the real estate market for salefleceive Yes X No AUG 0 6 .2025 B. Are there any proposals to change or alter land contours? X No Yes,please explain on separate sheet. Zoning Board of Appeals C. 1.)Are there areas that contain sand or wetland grasses? YES 2.)Are those areas shown on the survey submitted with this application? YES 3.)Is the property bulk headed between the wetlands area and the upland building area? NO 4.)If your property contains wetlands or pond areas, have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Board of Trustees: PENDING 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: N/A 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? NO If yes, please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A I. Please list present use or operations conducted at your property, and/or the proposed use EXISTING SINGLE-FAMILY DWELLING; PROPOSED SAME WITH ADDITIONAL LIVING SPACE J. (examples:existing single fatnily,proposed:same with garage,pool or other) ram— - �- 3 /2025 Authorized sihftaticire Date FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT (�V Office of the Building Inspector Received Town Hall Southold, N.Y. AUG 0 6 2025 CERTIFICATE OF OCCUPANCY Zoning Board of Appeals No Z-20362 Date NOVEMBF-R 20, 1991 THIS CERTIFIES that the building ADDITION Location of Property 63417 NORTH ROAD GREENPORT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 40 Block 1 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 6, 1990 pursuant to which Building Permit No. 18846-Z dated MARCH 7&1990 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN J. WALSH (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-211337 - NOVEMBER 4, 1991 PLUMBERS CERTIFICATION DATED OCT. 23, 1991 - KING PLUMBING & HEATING lop A/' Building Inspector Rev. 1/81 oo�suGFO(,f�oGy Town of Sout-....d 9/7/2017 P.O.Box 1179 co 53095 Main Rd ��A � �ao�� Southold,New York 11971 Received AUG 0 6 2025 CERTIFICATE OF OCCUPANgXing Board of q ppeals No: 39202 Date: 9/7/2017 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 63417 CR 48, Greenport SCTM#: 473889 See/Block/Lot: 40.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/l/1900 pursuant to which Building Permit No. 40062 dated 9/4/2015 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: ACCESSORY IN-GROUND SWB4MING POOL,FENCED TO CODE,AS APPLIED The certificate is issued to Walsh,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. N-343342 02-10-1995 PLUMBERS CERTIFICATION DATED Au o ' Signature Jim .Sr ��F Tr�v .Le Ts ai.r� it�su HGE a�a ReceiVed �IPf'f'c✓fad— Cat � � � / va AUG ® 6 2025 ? on,ng Board of Appeajs C� . �+ Yo v I wf� ji ACTION OF THE ZONING BOARD OF APPEALS DATE...June..8,. 1967 Appeal No. 1104 Dated May 2 9, 3 I ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Ernest (J. Radford a/c Arthur L.R. Francisco Appellant Main Road North Road East Marion, New York Greenport, New York at a meeting of the Zoning Board of Appeals on Thursday, June 8, 1967 ReceivEIN. appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property AUG 0 6 2025 8CJ63 ( ) Request for a special exception under the Zoning Ordinance K) Request for a variance to the Zoning Ordinance Zoning Board of App9ai,5 O I. SPECIAL EXCEPTION. By resolution of the Board it was determined that a sliedial 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 8:30 P.M. (E.-D.S.T) , 'Upon application of Ernest Radford, Main Road, East Marion, New York, a/c Francisco Est. , Greenport, New York, for a variance in accordance with the Zoning-Ordinance, Article III, Section 303, for permission to set off two lots with insufficient frontage and for approval of access in accordance with the State of New .York Town Law, Section 280A. Location ofproperty: north side North Road (CR 27) , Greenport, New 'York, bounded north by Long Island Sound, east by E.J. Bohlke, south by North Road, (CR 27) , west by M.C. Pfeffer. 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. UP-ROVED ZONING BOARD OF APPEALS FORM ZBq Chair an Board of Appeals "') 1n Heceived AUG 0 6 2025&VE53 Zoning Board of Appiesig After investigation and inspection the Board finds that the applicant requests permission to set off two lots with insufficient frontage and obtain approval of access. The Board finds that all the lots involved have an area well in excess of that required by the Zoning Ordinance. The Board finds the proposed right of way will be 25 feet wide and should be accessible to all emergency vehicles. The Board finds that strict application of the Ordinance will 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 does observe the spirit of the Ordinance and will not change the chaxacter of the district. , Therefore, it was 'RESOLVED that Ernest 'Radford, Main Road, East Marion, New York,, ,a/.c,:Prancisco Est. , Greenport, New York, be granted permission to set off two lots with insufficient frontage and for approval of access as applied for on property located on the north side North Road, Greenport, New York, This permission is subject to the following conditions: 1. Each parcel created shall have only one dwelling erected thereon. 2. There shall be no side yard variances granted for any dwelling erected. 3. The right of way shall be subject to the final inspection of the Southold Town Building Inspector. �� 7, t Received 11111111 Jill 111111111111111111111111111111 J1111 11111111 "1 ® 6 2025 ;�3 Zoning Board of Appeals IIIIII IIIII IIIII I111 IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/24/2023 Number of Pages: 4 At: 7:44:50 PM Receipt Number: 23-0149033 *ELECTRONICALLY RECORDED* Transfer Tax Number: 23-12313 LIBER: D00013227 PAGE: 051 District: Section: Block: Lot: 1000 040.00 01.00 018.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount $1,900,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Mansion Tax $0.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Comm.Pres $42,500.00 NO Transfer Tax $0.00 NO Transfer Tax Number: 23-12313 Fees Paid $42,895.00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County Numberof pages 4 11/2 )23 7:44:50 PM VIENCENT PULEO CLE This document:vviill be public suno�[.R Ived record. Pieaseretwe all L D00013227 Social Security Numbers P 051AUG 0 6 2025 " priorto recording. 23-12313 Dead/Mortgagelnstrurneat DeadJMottgapT2xStamp Recordirsg of Appeals 3 REFS Page/Filing Fee Mortgage Arnt. i.Basic Tax Handling 20. 00 2. Additional Tax Tp,W 5.00 SubTotal Notation 0.00 SpacJAsait. or EA5217(County) 5.00 Su6Total 50.00 Spec./Add. EA-52V(State) 125.00 TOT.MTG.TAX R.P.T.SA 200.00 Dual Town Dual County lFietd forAppok tment Comm.of Ed. S. 00 Transfer Tax 0.00 Affidavit . . Mansion Tax 0.00 Certified Copy 0.00 The propedy coveted by this mortgage is or vA be improved by a one or two NYSSurcharge 15, 04 345.00 fa"dwaft only.Sub Total YES or NO_ Grand Total Other 395.00 If NO.see appropriate tax douse on paged ofthisinstrumont. 4 1 Dlst. Section Block Lot 5 Commurdty Preservation Fund ftlFroperty zp T s Consideration Amount$1,900,000_00 TOCService A 42,500.00 R YGI Agency 1N2rna� CPl�Tax Due $ Verification Improved $ 6rs n ses ers a rr� ress RECORD&RETURNTO, Vacant Land fidelity National Title — Itivezhead, N r TD 10 24 Cammerve Drive Riverhead NY 11901 M._.�..._..__.._ TD Mail tw. Vincent Puled,St&lk County Clark 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Nome www.suffolkwuntyny.gov/dent Two# Suffolk ounty Recording & Endorsement Page This pageforms pad or the attached DM) made by; (SPECIFYTYPEOF INSTRUMENT) The promises herein issua6ed in SUFFOLK COUNTY,NEINYORK TO tntheTOWNor SOWHOLD Inttte VILLAGE or I•f KET of 80)06 THRU$MU47 BETYPED OR PRINT®IN BLACK INK ONLY PRIOR TO RECORDING OR FILMG. IMPORTANT NOTICE Received "I I I I'll &0 If the document you've Just recorded is your SATISFACTION OF MOR TGAGE, please be aware of the following: Zoning goard af. App _ If a portion of your monthly mortgage payment included your property taxes,'iiou will now need to contact your local Town Tax Receiver so that you may be billed directly for all future property tax statements. Local property taxes are payable twice a year: on or before January 1(6 and on or before May 31... Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiverof Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200Howell Avenue North Undenhurst, N.Y. 11757 Riverhead. N-Y. 11901 (631)957-3004 (631)727-3200 Brookhaven Town Recelverof Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville.N.Y.11738 Shelter Island,N.Y. 11964 (631)451-9009 (631)749-3338 EastHampton Town Recelverof Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton,N.Y. 11937 Smithtown,N.Y. 11787 (631)324-2770 (631)360-7610 Huntington Town Recelverof Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y.11968 (631)351-3217 (631)283-6514 Islip Town Receiver of Taxes Southold Town RecelverofTaxes 40 Nassau Avenue 53095Main Street Islip, N.Y. 11751 Southold, N.Y.11971 (631)224-5580 (631)765-1803 Sincerely. Vincent Puleo Sufralk County Clerk Qorot,aa�a _-- �521 . 4 •Number of pages Received•• This document will be'publlc AUG 0 6 2025, record. Please remove all Zoning Board of Sdclal Security Numbers' Appeals prior to recording. Deed./Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax — Handling 20. 00 2.Additional•Tax — TP-584 Sub Total — Notation SpecJAssit. or EA-5217(County) ' Sub Total Spec./Add. — EA 5217(State) TOT.MTG.TAX — R.P.T.S.A. �1 Dual Town Dual County— Held for Appointment Comm.of Ed. 5. 00 Transfer Tax — Affidavit Mansion Tax _ Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES' or NO Other 'Grand Total If NO,see appropriate tax clause on page# of this instrument. 4 Dist. loon Section yD Block l Lot I Ff 5 Community Preservation Fund ,Real Property Consideration Amount$ Tax Service Agency 'CPF Tax Due $ verification Improved- 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land j/vNeSAi v LA' . �. C• TD lion TD Nam[ llFS2 TD Mail to:Vincent Puleo,Suffolk County Clerk 7 Title Comgany Information 310 Center Drive, Riverhead, NY 11901 co. a e a�:rwiey www.suffolkcountyny.gov/clerk Title# r7VOLA A-9'23 8 Suffolk Count sement Page 8 r .. This page forms part of the attached made by: (SPECIFY TYPE OF INSTRUMUM The premises-herein is situated in SUFFOLK COUNTY,NEW YORK. TO__ In the TOWN of - - - -e�-� STD i,✓ In the VILLAGE or HAMLET of �0 or T BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING ,z o,ouom�Mt (over) L)%e&;L3 �' :tea►%uer-e Q ON C-Azl— .3 020 Q 3 1 BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S CAD ACTS(INDIVIDUAL OR CORPORATION) O.;D0 STANDARD NYBTU FORM 8007 �3 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER1e ce i ve d PURCHASER BEFORE SIGNING. s�si 0.0.� THIS INDENTURE,made the p '1'day of F�f , 2023 A U G 0 6 between 2025 ANNE G.WALSH Zoning Board of residing at 35 Prospect Park West,Apt.6B,Brooklyn,NY 11215 Appeals party of the first part,and PETER STEIN and ALLISON KRONICK STEIN,husband and wife, residing at 2535 Cedar Lane,East Marion,NY 11939 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Greenport,in the Town of Southold,County of Suffolk and State of New York. SEE SCHEDULE'A'ATTACHED HERETO AND MADE A PART HEREOF Being and intended to be the same premises described in a deed made by John G.Walsh and Anne G.Walsh and recorded January 11,2011,in Liber 12648,at page 337. Qrmm\SR:a Kntsu f� %-. 63%k1"I ►�asN'tZca,,Ctivizex��oea-,t411 N9tk) 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 first 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 4pll executo Jhis deed the day and year first _ above written. ANNE G.WAVSff NYSBA Residential Real Estate Forms on HotDocss(9/00) Copyright Capsoao Development -l- FIDELITY NATIONAL TITLE INSURANCE COMPANY TqLE N0.7404-016823 SCHEDULE A-1 (Description of the Land) AUG 0 6 2025 D4;3 For Tax Map ID(s): 1000-040.00-01.00-018.000 Zonin ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point distant 80 feet on a course of South 59 degrees 47 minutes 20 seconds West from a point on the --westerly side of land now or formerly of Edward J.Bahlke distant 343.18 feet northerly when.measured along the same from the northerly side of North Road; RUNNING THENCE South 59 degrees 47 minutes 20 seconds West 122.39 feet; THENCE North 28 degrees 18 minutes 20 seconds West 182.21 feet and(2)North 24 degrees 19 minutes 50 seconds West 239.18 feet to the ordinary high water mark of Long Island Sound; THENCE along said high water mark on a tie line of North 37 degrees 01 minutes 00 seconds East 140.00 feet; THENCE South 25 degrees 43 minutes 10 seconds East 475.68 feet to the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commitment for Tltie Insurance Printed: 09.05.23 @ 01:09 PM Schedule A-1 Description- NY-FT-FRVH-01D30.431004SPS-1-23-7404-018823 STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) On the A day of C� detvt r,in the year 2023,before me,the undersigned personally appeared Anne G.Walsh,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. Received (^ c AUG 0 6 2025 'R6g�Y PUBLI - �,paesat�b kl�P� Zoning Board of Appeals .I -------LORHAINEKLOPPFH s +e ac�la;.�ars Notary PnWlo,stma of NewYadt Nn.aaze37a tsN onas I Qualified In8u8ol1tCoumy (p,,pflla�\ti�u \Yl II commission Etmme,Nov.30,flpat L � p t 3a,2e2S DEED f District 1000 Title No. Section 040.00 Block 01.00 WALSH Lot 018.600 County or Town SUFFOLK To STEIN Return By Mail To: Martin Finnegan,Esq. Finnegan Law,P.C. 13250 Main Road P.O.Box 1452 Mattituck,NY 11952 Reserve This Space For Use Of Recording Office NVSBA Residential Real Estate Forms on HolDoes°(9/00) Copyright Capsoft°Development _Z_ AIML Sw.J J v.\•.n.t l I „.u,r.o.cn.:a,t_p,,,un n„1 s,4 nenl.,hh G,. r,ysnu u„ ,•'A.,:_t„o,,im„t c.IFfBJ215 PAGE 2U1 i CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. I.. a 0. : i THIS INDENTURE,made the E7 da•o( ,BETWEF-N ARrHUR:L.R. ur I cCO,^re i ia� a �jrailin �o �co �C;����'tro� +Garden City, New York, �d ,:1,ai '2025 Zoning 1Speed '� party.of the first part,and �ppe �fl BRUCE W. PRINGLE •s i residing at 7 Etast,84th Street, New York, New York, F i ;fit} ti a• 'y4, ' party,of the sccond part, WITNFSSETII,that the party of the first part,in consideration of �t✓, -----= ------TEtd ($10•)- ------- -- -----r-------- ? __ — — dollars, la,dfuPmoney of the United States.and other good and valuable consideration, paid ! a '4 by the,party.of the second Tart,does herebr grant and release unto the party or the second 1 5 r part,the heirs or I sacticssors and assigns of tite part)-of the second pait forever, ' ALL that certain plot,piece or parcel of land;,cith'the buildings and improvements thereon erected,situate, lying and being MAN at Arshamomaque, in the Town of Southold; County of ' 1. Suffolk and State of New York; bounded and described as follows: f° BEGINNING at{a point distant' 80 feet; on a course of South 59 degrees .47'minutes 20 seconds West, from a point on the westerly side of:;land now:or formerly'of Edward J. Bihlke distant 343.18 feet northerly,;.when measured along -the.'same1from the northerly siae•of North Road;, running thence South 59 degrees 47 minutes 20 seconds Vast, 122.39 feet; thence :North '28 degrees Id minutes 20 sec6iids';We"st, '182.21,feet and (2);North 24 de'greos 19 minutes 50 `seoondaj,W, t, 239.18 feet to"tile;ordinary high r wate mark of. Long Island Sound; thence along said high water mark, on a tie line of North 37 tie roes'O1 minute 00 seconds East, 140 feet; .thence South .25 degre;es •43 minutes 10 seconds"tast,.475.68! feet fo ,the' point or i / place of 'BEGINNING. SUBJECT to aright of way 12,5 feet in width across the southerly i end of said premises, the southerly line of which right of way commences ,�- at the southeasterly corner of said,premises and runs South,59 degrees { '47_minute; 20 sec;onds West a'distance of 122.39':fee6 to the southwest- erly oorner of said premises: * ` TOGII'HER with an easement or rig ht of xay, 25 feet'in width (in rw common with others) for access to and from North Road, including the installation.and'maintenance :of utilities,, the centerline of which is i �! I(tea - 1 desoribed as follows: i BEGINNING at'ta point on the.westerly, sidelof land now or' formerly 4 of EdwardiJ. Bahlke distant 343.18 feet northerly, when measured along $ ,l the same, from the northerly.'side of North Road;; running thence South (� 1 59 degrees 47 minutes 20 seconds West, 282.391feet to the easterly aide i 4 i of`land intended to be conveyed'to•'Pfeffer and also',Prom a point dis- U tant '134 feet on s course of,.South. 59 degre'es147 minutes 20 seconds West from:�said easterly side of land.now,or'formerly of,Bahlke;running ,# thence South,27 as grees, 01 minute 40 seconds East, 355.94 feet to the northerlyliaide off North Road:' 1 go .���� `i(, Mill 1WER621 'racE202 : Il f I' TOGETHER with all righE,title and interest,it any,of the party of the first.park in slid;to any 4iree(s acid roads abutting the above desalt premises to the center 4lnes thereof, TOGETHER with the appurte wires and all the estate and rights of the P!rly of the firs!pail in and to 4 • said premises, TO HAVE AND TO HOLD Ithe premises herein granted unto the party ofithe second part,;thu heirs or successors and assigns of the party of the second part forever. I' Qi1 ! ; Received i AUG 0 6 t 2025 j Zoni69 'Board of APpeals i ! ' AND the party of the first part covenants.that the pally of the first part has not done or.sufeied anything t, whereby the said premises.havl' been incumbered.in any,way whatever;except as aforesaid.' AND the party of Rhe first part,m In with Section 13 of the Lien jaw,eovena'p'ts that the party of the first part Will receive the consideration for this conveyance and will hold(the right tb;receive such con;id- eration as a trust fund to lie applied first for,the purpose of paying the cost of the improvement arid 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"of des"whenever the sense of this hidertiurei so requifee- IlY Wf[NF38 WHEREOF,the party of the first part has`duly executed this deed the day iuid yeai first above written. fir Paesaxce OF. i y(Art .H. an0 Boo I } STATE OF IdW YOME11 COMBY OF_ lePOLSa Sq.. i On the,Z�, day of AtYgulot, 1967, before me personally came`'# I AHI'RIIA•L. M. RRAriGISCO, to me known to be "the;iadL41q t1:doacribad an w o,exaou e t e foregoing 1histrilments{and aoknpwlt died:that he executed the same. Otery S O 4Q f ' 0�\C:PL IrA Ca"rlianti?y � 1 i horRB�dm cc�+Yiiia.l x..Yea! { ►—0 711,1960 { I p.s AMR, AMR, I I _1•$f : MER 6215 PuE 203 STATE OF NEW You,COUNTY OF. S.: STATE OF NEW YOjK,COUNTY OF Oil the day of 19 , before me.on the day of �, 19 before me i, j personally cone personally came to me known to he the individual described in and who to me known to be'the individual 'described'in'and,who i executed the foregoing Enstniment, and acknowledged that executed the foregoing instrument,'and acknowledged that j executed the same executed the same. Rec lid AUG 0 6 1202 r. j; honing Board off STATE OF NEW YORK.COUNTY OF II: STATE OF NEW YORK.COUNTY OIt AP us On the day of 19 before me On the da of personally came personally came Y 19 before me to the known;who,being by me duly sword,did depose and to me known,who,being by oic duly sworn,did depose and .'say that 11c,residcs ai No. say that . he resides at Nd; jthat he'u the of that he is the the corporation described lbc corporation described +t in and which executed the foregoing instrument; that he .in and which executed tile'foregoing instrument;that he j knows the,seal of said corporation; that the seal affixed knows the.;scal'of,.'said corporation;!that the seal,affixed J to said instrument;is.such corporate seal i thnt it was so to said instrument is such corporate seal; ,that it was so affixed by order of the I»ard of directors of said corpora- 'affixed by 'order of,the board of directors of said corpora- I lion,and that' he signed It name thereto by like order, tion, andthat he signed It -_'name thereto by lik' order. „? jilargain anb $bale:�jctb SECTION �(IYF.t�•AF71',\r:A INSI C. t•I'OR'S Acts - I} tnle No.M-21i6 JJj BLOCK LOT - •��1 ARMUR L. R. 'FRi ANCISCO, COUNTY OR 70\VN ' TO Yi BRUCE W. PRINGLE ! R'er`orJe'd A7"{tequist-I;TI1C Title Gwnn—ice Comp,ny 1 - REYURN BY MAIL TO: STANDARD FORM OF NI YORK IOARO OF;TITII UNDIRWRIT{KST" I nmifa.,d by "" LEk'ErEF 7{I P. S IJ,SOIJ. IsSIa. jME II77, G'V; YTGG.COMPi1.1111' imD ` SOUTHOLD,; 11 Y., 113"r,l I I CHAR F D lal0, • ^ .N W NN Zip No. � RECORDED: = SEP I�(T 1. tIORMAN E. RLIPP N Clcrk'of Sullolk Coiunt}! IM PW.,J S�A.D.J,l4b Qm"-11 2P4- CONSULT YOUR LAWYER BEFORE SIGNING S INSTRUMIN"LHISINSTRUMINT MOULD BE Ul�tiit'bv ii"AS ONLY NOMINAL i t THIS INDENTURE,made 11 c __2v= d1yo ONSIDERATION f. ,nineteen hundred qd .8 1 ixty-s=j: BETWEEN BRUCE W. Pk1"&GLk! esiding 84'tfi Streit, Now .York,! New RPceived 10000, AUG 0 6 2025 party of the first part,and r, l;iing 110ald Of Appeals BRUCE' W'. PRIWGL '_ RI; In a9d TA PRINGLE "his V fe, o restaiiLg 7 East 84thistrdetj New:Yorl�,,Vew!York, 1000o,,: i. party of the second pan, WITNESSETH,that the partJ,of the 6rzt pirti iri cinisideintion-of im dolla 1 and bihW-. Iklalili�opsiderathl paid by the party of,the sciond part,does hereby grant and release unto the arty of the seepDd-pert,the loin or successors and assigns of the party of the second part forever, ALL that certain plot,piece of pariel of la.d,'With the:66ildings and impr vements,I etvqn erected,situate, lying and being in the. T66 of Sbuthbld, do ty of itff lk and-:btal;16,Of New qn Silffp. York,'bound gq and esoribed As follows: BEGINNING A a point distariti-96 feet on n ;aij Course!q;:,$qut)r1. 59 degrees 47 minutes 1 20 seconds*West.; from'a poi ll, an t. : 1 side of lan8j,nowjo formerly 6 Eoqaid J.- Bahlt di A 4 3A8 ; feet north'sily, jw� n measured"along- the same T bm thd-6o'rtbiiriy' side of North Road running ih4ncel 20 seconds Wdst,! 12.39',feet; t!het-ce North .28 Pgregs-Iiiil"In"inute. 20 seconds West,' 1;2.21*fe.et and (2) North 14 1 egre.qqj:19.�t*nutes 50 seconds West,::. 2�19.lS!feet; to the, ordinary It 4b.water;1 mark of Long Island,Souna;!thence along said high wateF-mark, on a.tie line of North 37 d grees 01 minute 00 seconds East; 140 :Eee't"; thence South ;25 de rees-43 mihuteb !;Io seconds. 'East, 41� t 81eet to the point or:place of BEGINNING.. SUBJECT, to land together'with an easement or righ4_!f ? . '25 feet in widthl, for access' Ea and' from'Northj Road, -including the installatioh. an'd maintenance of. utilities,1the-ceitteir line of which, is�desdribdd as f6ll6;vs:l BEGINNING at a poiht.orf• the westerly sides of land'how'or formerly measured of-Edw4d J. Bihlke disthr4t. 343.18 feet nort}-6r_lyl when i alc�ng the I same;' from the,riortberily side of d6ikh,Road;running thence 56U6 59'degrees 47 minutes 20 iieconds!s4istj_ 2-81,31 feet to the easterly side of,land,now or formerly of ii6fftir and: from a point distant 134 feet on at =urae of South 59 :,degrees 47 Minutes 20 secoz1dsjWest!fr` said;point on said east6r!lk �'4e of landnow or•fcpr[4 brly,of BahlIlce S6it�h 27 degTeeol 01 mi.nutef4o 'sec- ondt East, 355.94 feet to'ihie h6rth4rly side of'North!Road. TOGETHER with all riggi,title and Interest;if any,of the party-of the first part in and in any streets and roads abutting the above described premises to the center lines dtocal;TOGETHER with th e c appurtenances and all the estate and rights of the party of The first park in and to said premises;TOI.HAVE AND TO HOLD the premis%ijierciri:gr-intcd unto the party of thr:pceond part,the li irs or spocr*rs and asAgus of the party of the second part Never. AND the party of the first patt covenants that the pa'rty'.'of the first part has not d6neor'.u#ir'W anything whereby the said premises havt been encumbered in'any way whatertr,-exce6t as aforesaid.. II AND the party of the first par i I.in compliance with Se:tion 13 of-the Lien Law,covenants that ibe party of the first part will receive the consideration for this cauwiyante and will hold the right to,reetivc such consid- cration as a trust fund to bi ap lied first for.tbe purpose of paying.the cost of the improvement and will apply the same first ioihe.payment of the cost of the improvement before using any part of the total of the same lot any other purpose. The word"party"skill beloonstroed as it It read"partial'whcni%vr ibi-sernie of this itidelninte;39 requires. IN WITNESS WHEREOF,the party of the first part has didir executed this deed the tl-�and ycn'r first above written. IN PR ESENcr OF. LS Bruce W. Pringlb la i � 1 LIBER 6377 PAGr_253 STATE OFFNEWWYORK;COUNTY OF Suffolk SSr STATE OF NSW YORK, COUNTY OV SSr t- i In the� tlay of 6 r ;19 d ,before me On the da of 14T.A?17aIIv'cattlt• g Y 19 ,before me Bruce 15T. Pringle personally came u,me kno,rn In;bt; tilt, indivirhtal described'in and who 'io;rite known fo be ill individual described'in . d who i nccrutrd the foregoing insirutnut a rid'ack-nowINIged that executedl the foregoing instrument, and acknoivic(!6 �t�a�1LY�� I 't it a executed the same. executed the<amc. 9! O AUG ® 6 2025 lErrERiS f'hIVE.Fn;O:J . I j '.pgiARV r,}RUC SWla of N:w Yotk' _ i Zoning Board No E ro 765>-Su t��Courtty 1 Canrt;,s,n��rt.lAorch 3D.196C! �y��,°f appeal STATE OF NEW YORK COUNTY OF SS (STATE OF NEW TORK, C UNTY OR SS: I II I ! Ihr rile day of 19 ,before me' 'Oy the day.oil 19 ,before me ignnnall-v came persn oally cattle E I;,we knotcn.who.being by rile dui}•sworn,did deposa•and ,the subscribing witness to,the .foregoing instrument, with ` it he resides'St No,, Iwhrini ( am peitsonally;acquainted; who, being,bp tut, duly ' sworn,did depose and sap that hc.residrs at"No. ;hat he is the of that he knows thee corporation described t (, n and which executed.the.fotegoing,inslrument; that he to be the individual. j ! I•no1,> the veal of.s•tld corporation• (liar the seal affixed;i described in anil (vho �xe•cuted the foregoing instrument; n,11id ili trtriuclil is such'corporate seal; that it a•as so Thal 'hie,'said=subscribiug;witness, was present and saw ,diced bT ordei of Ihe:board'of dieectars of.said corpora- I execute the same;and that he,said witness, tL,n,and that he signed h ,.name thcrclo,by like order. al the same time subscribed'h 'name as witness thereto. i = �tiar'attti>� 61th. 0vMle Dub i I 1Fnu t:ovrxAxl :1t uxsr GRnx'raR's:lets st:CYT10N i' t yy •till:$U. ,BLOCK. I + tenice N. Pringle 'I Lor I j I � coux"t'v ktiS(5 +7 k of Suffolk TO Town of Southold v d r o-e w Prin` yg1e and'Rita P in le' t aar r,tau n Bc l„rat or i.to wife. ; i IJn tr'Iln, bntrs ` ,� CI11 C:1G0 ]IIl'LE 1\SUB.\A(.li LOdll'a\1' }It.S37fD fOHN OF;NEW YCFK'SOARa O(:11TLE UNDERWRITERS unu b} A1:,it } I1ialrAnitcr! by ., ` • ( ! � i {, Lefferts P. Edson, Esq. DIOME TITLEIDIVISION Main Road !'I CHIC.IG®TITLE � , Southold, New York ! I EN9iJISANCE COMPANY ! LIP",,.11971 zo J ti' 1p6� J11L 8 1968 r? -e z °'? ! C NORMAN E•KLIPP Clerk of SWOW County' ; 1 , I e �5 i5 T i14; Ask LIBERc�il j/l 3�� ( �� eL*i ed . .rJ2Fec� 1� AUG p E 6 2025 ; Zonir�q Board of q� THIS INDENTURE made and entered i Ppe /� day of y,� into on the �� 11 �, 1981, between BRUCE 1,1. PRINGLE, residing at No 1 ( nu) North ' Road, Greenport, New York and RITA PRINGLE, residing at 151 East 83rd Street, New York, New York as !party of the first part, and BERT ! CRYSTAL and MF.RILYN CRYSTAL, his wife, both residing at 114 East 72nd i Street, New York, New York, as party of the second part f W I T N E S S E T H DIST. WHEREAS, BRUCE W. PRINGLE and RITA PRINGLE are the owners 1000 of premises described as follows: SEC. 040.00 Bounded on the North by Long Island Sound Bounded on the East by lands of Crystal r BLOCK Bounded on the South by lands now or formerly 3 01.00 of Pringle and lands now or formerly ' Of M. J. Loscalzo LOT Bounded on -Fhe West by lands now or formerly 6 018.000. of Nicholas R. Loscalzo ,.tj p known and designated on the Suffolk County Tax Map as District 1000, �lga�p Section 040, Block 01, Lot 018, and � t WHEREAS, BERT CRYSTAL and MARILYN CRYSTAL, his wife, are the r' owners of the premises describ ed as follows. ; Bounded on the North by Long Island Sound Bounded on the East by lands now or formerly ` of Bahlke Bounded on the South by lands now or formerly 00 of Pringle I ` Bounded on the West by lands of Pringle known and designated on the Suffolk County Tax Map as District 1000 s Section 040, Block 01, Lot 019. NOW, THEREFORE, in consideration of the sum of ONE ($1..00) a DOLLAR and other good and valuable consideration to said BRUCE W. y. r� t f • AUG 06 a25 LIBER9052FAGE -6 Zoning Board I Appeals , PRINGLE and RITA PRINGLE in hand paid by BERT CRYSTAL and MARILYN , CRYSTAL, his wife, the receipt of which is hereby acknowledged, said BRUCE W. PRINGLE and RITA PRINGLE, remise, release, and quitclaim unto BERT CRYSTAL and MARILYN CRYSTAL, his wife, their distributees and assigns forever, to run with the land, for the Purpose of ingress j and egress on foot the following described easement for a right-of-wa Town of Southold, County of Suffolk, State of New York: y•f BEGINNING at a point on the boundary line between lands of Bruce W. Pringle and Rita Pringle, and I101't, crystal and M,12'ilyn Crystal, his wife, said point being North 250 43' 10" West, 219.0 feet from the southerly end of said boundary line; running thence through said land of Pringle, four courses: (1) South 64° lE' 5011 ;rest, 21.81 feet; (2) North 470 14' West, 97.72 feet; (3) North 360 47' West, 61.42 feet; (4) North 37° Oil Bast, 78.10 feet to said land of Crystal; thence along land of Crystal, South 25' 43' 10"East, 11.25 feet; thence through said land of Pringle, four courses: (1) South 370 01, West, 65.44 feet; (2) South 360 '471 East, 53.0 feet; (3) South 471 14' East, 90.0 ' feet; (4) North 641 16, 50" East, 15.0 feet to said land of Crystal; thence along said land of Crystal South 250 43' !10" East, 10.0 feet to the point of BEGINNING. Together with the right to repair the steps 1 located within the above-described easement for ;a right-of-way. d IN WITNESS WHEREOF, the parties have set their hands on the , day and year written above. _ f t ringle r Bruck Prx b } Bart Cry. al Mar I.yn Erystal -2- Received LIBER9052PAGE 17 AUG 0 6 2025 Zonin STATE OF NEW YORK) 9 Board Of ,gPpEals ss. : • COUNTY OF fleiv work i On the ll' dayof � / �, 1981, before me personally came BRUCE W. 'PRINGLE to me known to be the individual described in and who t executed the foregoing instrument, and acknowledged that he executed the same. of y ublic PNIUP KASSEI. Notary Public.State of Now York Nc.31-20904�0 Qual.InNewYorkCo. STATE OF NEW YORK) commission Expires Match 30.19� COUNTY OF Ptlw YCvIk ss.:) On the /.1 day of r/ y 1 y, 1981, before me personally came f RITA PRINGLE to me known to be the individual, described in and who executed the foregoing instrument, and acknowledged that she executed 1 the same. Not y , ublic PHILIPJ.KASSEL I Notary Public,Steto cf New York No.31-2040450 Clual.In Newyork Co. STATE OF NEW YORK) COmmlaslon Expiron March 30,t ss. : COUNTY OF rUPPe4K) On the � '7 day of February, 1981, before me personally came BERT CRYSTAL and MARILYN CRYSTAL, his wife, to me known to be the individuals described in and who executed the foregoing instrument and '. acknowledged that they executed same. ,� IR INO L. PRICE. JR. No arT Public ' VOW M,Uu'. SIP IL .t !.Cis YIPM 3 tc;iding in bslta:%63.a r.in.;t We�nlmem m fJY 0ommiK cn E>41re��1arf�30. F43 #S1 3tGII�>'o —3— nt�Unvtu r- w a co Lc 13 10 nc `4' QU I N D E N T U R E Dated: Apzil 8, 1981. 4�w3.31b; CD o CD Ptixre(GIB)47 7-1 O1 G 1 0 o- Short Environmental Assessment Form Part I -Project Information Instructions for Completing 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. f Complete all items in Part 1.You may also provide any additional information which you believe will be ne�9e9by@r eful to the lead agency;attach additional pages as necessary to supplement any item. AUG 0 6 2025 Part 1—Project and Sponsor Information Zoning Board of Appeals Name of Action or Project: STEIN HOME REMODEL Project Location(describe,and attach a location map): 63417 CR 48,GREENPORT,NY 11944(SCTM#1000-40.-1-18) Brief Description of Proposed Action: DEMOLITION AND RECONSTRUCTION OF SINGLE-FAMILY RESIDENCE SUBSTANTIALLY WITHIN EXISTING FOOTPRINT. Name of Applicant or Sponsor: Telephone: 631-315-6070 MARTIN D. FINNEGAN, ESQ. E-Mail: MFINNEGAN@NORTHFORK.LAW Address: PO BOX 1452, 13250 MAIN ROAD 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 government Agency? NO YES If Yes, list agency(s)name and permit or approval:SOUTHOLD TRUSTEES WETLAND PERMIT(PENDING);SUFFOLK COUNTY HEALTH DEPT.SANITARY APPROVAL ❑ 3. a.Total acreage of the site of the proposed action? 1.34 acres b.Total acreage to be physically disturbed? +/-0.05 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.34 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 5. Is the proposed action, _ NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ b. Consistent with the adopted comprehensive plan? _ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing bui OW fttcape? NO YES 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical En 1 ? NO YES If Yes,identify:_ Zo'n'i'ng IBoarri cg �tf�l ba LQ ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 71 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: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ✓❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site, or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the ❑✓ El- State Register of Historic Places? b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for ❑ ❑✓ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 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: Page 2 of 3 14. Identify the typical habitat types that occur c_-, __are likely to be found on the project site. C _ all that apply: 91Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban (�l) 15. Does the site of the proposed action contain any species of animal,or associated habitat ,I MitZgAte or NO YES Federal government as threatened or endangered? Northern Long-eared Bat,Lo... AUG 0 6 2025 ❑ Z 16. Is the project site located in the 100-year flood plan? NO YES Zoning Board of Appear ❑ ❑✓ 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? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: STORMWATER RUNOFF WILL BE CONTROLLED ON SITE IN ACCORDANCE WITH CH.236 OF THE TOWN CODE. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 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 CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: MARTIN D.FINNEGAN, ESQ. Date: Signature: Title:AGENT/ATTORNEY PRINT FORM Pace 3 of') EAF Mapper Summary Report Tuesda Ily 22, 2025 11:28 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are + ti4-0'1.22� answered by the EAF Mapper.Additional information on any EAF +{ 'x;. .`• question can be obtained by consulting the EAF Workbooks.Although 1 C the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources to 40A 23 A firm data provided by the Mapper or to obtain data not provided by the ti 5 �t` � d 73Q t 1:4 +t 40.1-1-20.2 �`,, e3afa®.' ilrfaston �- doajpe y49A24.t s r }� �orrcEary j ,�; tuba d a r.a.fa I � ?F�•rr l ti15+ f 4 j 4 -'f- � ,r°' rnil iin ffi ossatcr ti J' \ R cn.. �:.BLffalo— f}�rs lark 1. > 4t3 f3-3.4 +FEI _It 44}.- 't �Sourc€s:E r4 HERE; Garmin USGSA1?.terrna INC REN4 : Saul;ces Esri, HE�iE, prrz�inr J5G5 tntern7ap,11�+Zf Pti9Eh \•, F?Can an F ET; Fsri R n, Esri Jap�u,Fr1E l; Esri Clot., l pn�j Kart j ENr+itg. jEsri' China M-.r h Kt j)JF'-sPT1RoreA. s i?ThaQand NG<C- (c)openst e t f ontributors,and Thali�ntas-NGCC�f ' Caper+St['P(s a�cor�tr46JJbFs d6dtne.GIS 14t3.=[-9 r IS User Go171nunlbY `.,, USE, t`t;tiit{t,rrtr �Fsg EP:E, in3$i,� ';�t`1S S,NPS -- - -- - -- -Received - -- Part 1 /Question 7 [Critical Environmental No �3 Area] Part 1 /Question 12a [National or State No ---AUG-0-6-LU h Register of Historic Places or State Eligible Sites] Zoning Board of Appeals Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a[Wetlands or Other _ Yes- Digital mapping information on local, New York State, and federal 1 ;Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF j Workbook. ;Part 1 /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Northern Long-eared Bat, Loggerhead, Kemp's or Atlantic Ridley, Green �Endan ered Animal - Name Turtle, Leatherback ;Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No -- -- ---- —— ------ --- -- - --— -- ---------— ----—-------------- Short Environmental Assessment Form - EAF Mapper Summary Report 1 Board of Zoning Anneals Application Received OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) AUG 0 6 2025 Zoning Board of Appeals PETER STEIN AND L ALLISON KRONICK STEIN residing at 2535 CEDAR LANE, (Print property owner's name) (Mailing Address) EAST MARION, NY 11939 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) & FINNEGAN LAW, P.C. to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. 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 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. P ER STEIN a- Oazxa ALLISON KRONICK STEIN - 3 APPLICANT/OWNER ReceiveAUG 0' TRANSACTIONAL DISCLOSURE FORM 6 2025 The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers an%emglo��&+Qfy i&N 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: PETER STEIN AND ALLISON KRONICK STEIN (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 persods or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest.`Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X H 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 2 day of-10 ,2025 Signature , ALLISON KRONICK STEIN Print Name PETER STEIN 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. FINNEGANMARTIN D. FINNEGAN Bennn (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.) AUG 0 6 2025 TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Zoning Board of Appeals Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. X 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 ^ID Submitted this of ,20 25 Signature Print Name MARTIN D. FINNEGAN LETTER W SUPPORT Received Town of Southold•Zoning Board of Appeals AUG 0 6 2025 OU0 PO Box 1179 Southold,NY 11971-0959 Zoning Board of Appeals Attn:Kim Fuentes kimf@southoldtoWnny.gov Attn:Donna Westermann donnaw@southoIdtownny.gov Re: Area Variance Application of Peter Stein and Allison Kronick Stein 63417 CR 48,Greenport,NY 11944 SCTM#1000-040.00-01.00-018.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Stein property. I/We are aware of their request for side yard and bluff setback variances for the remodeling of their home. I/We believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variances. �lI C � W4 Address: (tl65 ((. qed By: Wq e-KC"k-d\rk Sm Address:(e31 5 (cc 1200 c� Town of Southold Received LWRP CONSISTENCY ASSESSMENT FORM AUG 0 6 2025 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# 040.00 _01.00 _018.000 The Application has been submitted to (check appropriate response): Town Board 0 Planning Dept. D Building Dept. 0 Board of Trustees 0 ZONING BOARD 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) 0 (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 SUBSTANTIALLY WITHIN EXISTING FOOTPRINT. Location of action:63417 CR 48, GREEN PORT, NY 11944 Receive Site acreage: 1.34 ACRES Present land use: RESIDENTIAL AUG 0 6 2025 Zoning Board of Appeals Present zoning classification:R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: PETER STEIN AND ALLISON KRONICK STEIN (b) Mailing address: PO BOX 12, EAST MARION, NY 11939 (c) Telephone number: Area Code ( )215-694-0037 (d) Application number, if any:NIA 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 N/A - MINOR EXEMPT ACTION 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 V Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 Received 0 Yes 0 No ® Not Applicable AUG 0 6 2025 Zoning Board of Appeals 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 Section III — Policies Pages 32 through 34 for evaluation criteria. Received _ ❑ Yes ❑ No® Not Applicable 3 AUG o s 2025 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 ® 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® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable i Received 2025 Attach additional sheets if necessary Zoning Board of Appeals Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See-LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. F Yes ❑ No ® Not Applicable Created on 512510511:20 AM Received AUG 0 6 2025 Zoning Board of Appeais "IT YZ- - v i`A.hJ c r uw� IY'F a.t .. .. -... Received AUG 0 6 2025 Zoning Board ofAppeals V u • � w t 5 4l �. r.� a A a < '�'k •fir 4� "�� �� 5''. � �Y- t � 6 � 1 I y f S �1 r '1 1 � 1 � •-s ,�i fib., ti 4 ,r . WIN f i i� >�'i"'"x''t�'r t 4 ��• tti ;� �r '� l'y '�Jy"� �. i� 1. _ r, $� "•� •fir , ;�"`'°tip.; !f ,�• y'' ! . M a ty , Ail f' r� ! � n f .t: •s���Wit'` �D�3 Received AUG 0 6 2025 Zoning Boara of gppealt l r 1 ve bey xy- A..''�t Received �'1 AUG � G 0 6 2025 Zoning Board of Appeals 71 x �r 41 G'F r �. L Z �A .. `4' " �#tom'} ! �4 r ..py Yam, �L ','-g + l�P t ,�a ike� r e„�r t� 0 .:�'a,. -.,..:«�:�., a3e'1�%ir��c .«o+x !���. !.M„<"�.1?sr...._.._ ..j �: �,ti� +T'c.,.. ..C.:x+:+ud wo TOWN OF SOUTHOLD PROPERTY � � , �ARD -- --- OWNER ^ STREET VILLAGE i DIST. SUB. LOT w TJEsc , FORMER OWNER N - E ACR. e-i OE- ,,�, LRy,�i AC vad, ►, 33 S W TYPE OF BUILDING C -;A ----------- RES. SEAS. VL. FARM COMM. CB. MICS. Mkt.-Value LAND IMP. TOTAL DATE REMARKS 3 o o .2 a - - - Q laan'--we-"t 46 GYbtsig., I s ►o c� S o©o y-F 5 / OCR 4 too 0 I0 8c0 2 27 7 (?0 �WR4(, ccr)s#U, f4k-t or, + fx;<J. >Lt)ell 8P - .-14tea lam_ _ ► � t( 0 -L Z(Pq 3 - tSh sloz;S� AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value — Acre °� °r°fs y. o v 4 / Tillable FRONTAGE ON WATER s 1v-- Woodland FRONTAGE ONq%GAD �yy 03 o � m ar _ Meadowland b DEPTH o < e en U House Plot, ./ BU:LKHEA^D ` 3� D N 0- Total DOCK l *Wv . 1r 131 z3-c l 22 _( �sl ~t 5�_.,- 1 ;Go,c � .s BI- NA !! ' ..: Rooms I st Floor •� R ' s . ••. Rooms • . ■� fr • e t vi °tom �r ZBA CHECK FEES- 2025 Funding Account-B2110.10 DATE NAME ZBA FILE If FEE CHECK# DATE SENT TO TCO 7/25/2025 Israel,Isaac 8051 $750.00 368 8/8/2025 8/1/2025 Costantino,laclyn 8052 $750.00 319 8/8/2025 8/6/2025 Lehnert,William 8054 $750.00 2058 8/8/2025 8/6/2025 Stein,Peter&Allison 8053 $1,250.00 1555 8/8/2025 $3,500.00 RECEIVE® AUG 1 1 2025 Southold 'town Clerk n of Southold P.O Box 1179 Southold, N`( 11971 * * * RECEIPT * * * Date: 08/11/25 Receipt#: 343941 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8051 $750.00 1 ZBA Application Fees 8052 $750.00 1 ZBA Application Fees 8053 $1,250.00 1 ZBA Application Fees 8054 $750.00 Total Paid: $3,500.00 Notes: Payment Type Amount Paid By CK#1555 $1,250.00 Finnegan Law, P.C. CK#368 $750.00 Isaac Israel CK#319 $750.00 Jaclyn Costantino CK#2358 $750.00 Lehnert, William Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Lehnert, William 1165 Old Habor Rd New Suffolk, NY 11956 Clerk ID: JENNIFER Internal ID:8054 ZBA CHECK FEES - 2026 Funding Account-B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 3/17/2026 Cox/Carlsen Trust 8113 $750.00 2193 3/24/2026 3/19/2026 Stein,Peter 8053 $1,250.00 1629 3/24/2026 fee to reopen app at agent request Twomey,Latham,Shea,Kelley, Dubin&Quartararo,LLP for 3/20/2026 DUNNING,SUSAN 8114 $500.00 102576 3/24/2026 $2,500.00 ,wn of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 03/24/26 Receipt#: 352916 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8053 $1,250.00 Total Paid: $1,250.00 Notes: Payment Type Amount Paid By CK#1629 $1,250.00 Finnegan Law, P.C. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Stein, Peter 63417 North Rd Greenport, NY 11944 Clerk ID: SABRINA Internal ID:8053 4A, S CV11 SNOWDoN 1�tJAIV Ref: Stein Residence Client: Peter&Allison Stein Project Address: 63417 N. Rd (CR-48), Greenport, NY 11944 Owner's Agent: David Snowdon-Jones Tel: 212 518 1818 Email: DSJ@snowdon.us Subject:The Process Allison, Peter& myself, plus input from their families, have spent considerable time designing their future family home. Together, we explored many designs in various scenarios before presenting them to the various required agencies. The home owners and I have always had the environment in mind, specifically the design that fulfilled on the families needs and the least impact on the environment. We considered repairing and restoring the original home, updating the design; but after review with our engineer we did not pursue this idea. We assessed building a new home on the existing foundation and,following the same discussion with our engineer, it was decided that the best avenue to pursue was to demolish and build in the same location. A simple idea: if you remove a'square peg from a square hole and put a square peg back in that same hole,this would have the least impact on the environment. It was this idea that the trustees aligned with. Also, there are some beautiful well established native trees around the home—keeping the home in the original location would reduce the need for removing them.Again,the trustees agreed and thank us for considering this idea. Currently, only 1 tree within the trustees jurisdiction MAY BE impacted. Below you will find some of the many ideas we have explored. Building the home as designed in the proposed location both fulfills trustee requirements, minimizes zoning relief while building a generational family home for the Steins. snow�loh- �S�7 Architectural and Interior Design - Snowdon Ltd O 2025 85 l-t'illowStreet, Pik BOX 71, Orient, NY L'195.7 f DDOWD oD SIDE I COMPLIANCE ONLY—POOL NON-COMPLIANT—DRIVEWAY 8' FROM POOL •. �a,� ,, �s-�s�c Sdh .y.y r j } w � l ra Architectura;cnd Interior Design - Snowdon Ltd O 2025 85 MillawStreet, Pc?BOX ..-'1, c?rient, r1Y11 95' NOWD N HOUSE ROTATION—REQUIRES SIDE YARD VARIANCE FOR THE EXTENSION PLUS POOL SIDE YARD VARIANCE. REMOVAL OF ESTABLISHED NATIVE TREES,OUTSIDE TRUSTEE JURISDICTION tf � i spa n�, a r g t JQ. 1� K ri Cp� e ? ci ZaA A r f� ya ti ;b cy ArchiteCCUral and Interior Design - Snowdon Ltd O 2025 85!.Allaw street, Pt?BOX 71, Orier..; IVY11957 SNOWDoN 100%SIDE YARD AND BLUFF COMPLIANT. POOL NON COMPLIANT. WHEN HOUSE IS LEVEL WITH REAR YARD, FRONT AND EAST SIDE OF HOME IS GREATLY ELEVATED 6'+/- (POSSIBLY RELEVANT-TOWN CODE IS 35') PROXIMITY TO POOL CD I Mob X. (' e'ZQ" -'�'• 'erg°` a'" FV 4 .. �- [y A fj',77 i Ax_ ^ r )i, N 7 x �r� •� Architecturoi.and Interior Design. - Snowdon Ltd ro 2025 85 Hlifiow Street; PO BOX 71, Orient, NY119S. N.OWf__..'�J N TWO OLDER, UNAPPROVED HOUSE DESIGNS,WITH ROTATION—SIDE YARD COMPLIANT ONLY. POOL AND REAR YARD NON COMPLIANT. TREE REMOVAL+ LAND DISTURBANCE/EXCAVATION—TRUSTEE REQUIRED SEE RENDERINGS BELOW FOR REFERENCE. .n r- ta tyl C41 r Yqy " 564&16'SQ" ' g9 rjr ra ro21.8I' it t±_° xa +� �r V 5aN cw 1 Cfj {� Ed �5 4 cw 1/01101111 Grp •r1�"r � � � .`ii . ' ,�,�� FT.ftTX9iU FG31 cb Architectural and interior Design - Snowdon Ltd O 2025 85 KIii-6wStreet, PO BOX 71, Oi-ient, NY1195.7 S N O'er D(:j, N 2 story extension in the front yard (over GFA) .9,ftftmmm iew �F. J 2� of L t ti c f a , s a x/ Architecturol and Interior Design - Snowdon Ltd V 2025 85'WiiiowStreet, PO BOX 71, Orient, NK1.1.957 • 1 NO V DON 2ND UNAPPROVED DESIGN-RENDERINGS BELOW FOR REFERENCE (GFA COMPLIANT) ED � r r t 0101 l jf � �.;.�r�%f`.✓� e.''� �'? Any Architectural and Interior Design - Snowdon Ltd O 2025 85 Willow Street,PO BOX 71, orient, NY11957 x •�^fit / '�' .x*"'" ,:` x � �, a 0 � � V rn"e SNOWDoN SINGLE STORY FAMILY ROOM IN FRONT YARD r Architectural and Interior Design - Snowdon Ltd O 20?_5 85 Millow street PO BOX 71, Orient, NY1195.- c� Good Morning. My name is Winifred Spillane. My husband, Ronald Spillane and I own the property at 63403 North Road in Greenport New York. We purchased it in 1986. We are the property west of Stein's. We are very happy to have a new young family move in. We are also very happy they are building a new home which is very much needed. We hope they enjoy many years there as we have. Along with David and Donna Campbell who reside at 63429 North Road in Greenport, east of the Stein's, we have some concerns. We respectfully request the structure be built at the current setback codes. The condition of their bluff continues to deteriorate. After many years of replenishing the bluff with plantings, nature was winning. In 2021 we decided along with the Campbells and 2 other neighbors to the west to do a physical revetment with boulders and the recommended coastal plantings. It was an arduous project. But it has helped. It has slowed down the progression. The previous owner of the Stein property chose not to participate. That section of the bluff continues to erode and is encroaching on ours. Our concern is that construction of a new home will further disrupt the bluff. This happened just west of our home, and the bluff had a slide. It is reasonable to request that the structure be built at the current setback codes. In addition, we, the Spillanes, would respectfully request that the side yard codes also be adhered to. The Steins are intending to build a very large structure with much of it along our side yard within the 20 -foot setback requirement. We feel this will have a negative effect on our quality of life. My husband and I have spent weekends here for 40 years. We feel the structure will block the sunlight into our home and on our deck where we spend a great deal of time especially in the morning when we enjoy the view and our morning coffee. There is ample space on the east side to move to the current code. This is new construction and new foundation. The Spillanes and Campbells feel that these requests are reasonable. We ask you to consider this while contemplating the variance application. Thank you ZONING BOARD OF APPEALS TOWN OF SOUTHOLD In the Matter of the Application of PETER STEIN AND ALISON KRONICK STEIN ZBA FILE .8053 For a variance from the requirements of ��x��g0��tD OFAPp Sections 280-116A(1) and 280-124 of the Code of the Town of Southold MEMORANDUM OF LAW OF APPLICANT, PETER STEIN AND ALISON KRONICK STEIN, 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: January 6, 2026 jAtq 7 1 �0 STATEMENT OF FACTS (>� The Applicants, Peter Stein and Allison Kronick Stein, are appealing the Building Inspector's Notice of Disapproval, dated June 20, 2025, for a building permit to demolish and reconstruct an existing single-family dwelling substantially within the footprint of the existing residence. The proposed footprint would maintain both the pre-existing non-conforming setback of 14.3 feet from the western side yard where 20 feet is required and the pre-existing non-conforming bluff setback at 61 feet 6 inches at its closest point, where 100 feet is required under Town Code. As such, relief from the side yard and bluff setback requirements in Sections 280-124 and 280-116A(1) is required. The subject parcel is a non-conforming 56,812.59 SF lot in the R-80 zoning district located on CR 48 in Greenport. The parcel is substantially vegetated and lies over 350 feet north of the North Road behind two vacant woodland parcels. The parcel to the west is improved with a single-family residence that straddles its western property line and the parcel to the east lies substantially seaward of the subject premises. As such, all of the proposed construction will be well within the Pier Line. It is noteworthy that the existing footprint of the house is on an angle such that the northwest corner of the house lies within the side yard setback but the footprint becomes completely conforming toward the south end of the house. Similarly, the bluff line meanders along to waterside of the parcel so only the northwest corner lies at 61' from the top of bluff and the proposed footprint will be as far as 76' from the top of bluff. 2 The Applicants have applied to the Trustees for the requisite Wetlands Permit for the project which was granted at their December 17, 2025 hearing with no material changes required. In addition to rebuilding the residence, the Applicants intend to upgrade the sanitary system to a modern low-nitrogen system. For the following reasons, the Applicants submit that variances from the side yard setback requirement in Section 280-124 and the bluff setback requirement in 280-116A(1) 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 Applicants 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 Applicants 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 neighborhood is essentially invisible to the Applicants and to motorists travelling along CR 48 but aerial photos confirm that it is characterized by one-story and two-story waterfront dwellings of varying sizes, most of which are less than 100'from the bluff and many of which lie seaward of the subject premises, closer to the top of the bluff. Due to the long and narrow configuration of many of the lots in this neighborhood, many of the residences are non-conforming to side yard setbacks. In fact, several neighboring homeowners have obtained side yard and bluff setback relief from this Board for various construction projects. (See, ZBA # 3280 (13' side yard relief granted); ZBA # 3934 (15' side yard and 35' top of bluff relief granted); ZBA # 5644 (64'top of bluff relief granted); ZBA #6833 (64' top of bluff relief granted; ZBA # 7151 (65' top of bluff relief granted); ZBA #7325 (12' side yard and 32' top of bluff relief granted). And, as evidenced by the pier line and top of bluff line on the site plan, the homes on both adjacent parcels lie closer to the top of bluff than the subject premises. As such, the Applicants submit that there will not be any undesirable change in the neighborhood nor a detriment 4 3 to nearby properties, many of which have similar nonconformities and the majority of the proposed construction lies landward of the existing residence. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance Due to the pre-existing non-conforming side yard and bluff setbacks, there is no way the Applicants can accomplish the proposed renovation within the existing footprint to minimize ground disturbance without variance relief. 3. The Area Variance Sought is Not Substantial. While variances for the side yard and bluff setback relief may be mathematically substantial at 28.5% and 38.4% respectively, it is not practically substantial since there is no increase in the degree of non- conformity, the configuration of the footprint requires only partial relief and several neighboring homes have greater non-conforming setbacks. 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. As stated previously, the currently existing setbacks are pre-existing nonconforming to the current requirements, and the degree of non-conformity is not being increased. The Trustees' approval of a Wetlands Permit underscores that the granting of variance relief will not have an adverse impact on the physical conditions in the neighborhood and, as,a Type II action, there is no perceivable environmental impact stemming from the proposed 5 1 t renovation. In addition, the Applicants will comply with the Town's Storm Water Management Code and they will be upgrading to an I/A low-nitrogen sanitary system, resulting in a net environmental benefit from this project. 5. !The Self Created Nature Of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. Previous owners built the existing residence in a location which is now non-conforming to modern zoning code, and the Applicants seek to only maintain these setbacks as they rebuild the structure. To any extent that the difficulty be deemed self-created, pursuant to New York Town Law §267-13 (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." 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- 116A(1) is warranted. Dated: Mattituck, New York January 6, 2026 Respectfully Submitted, FINNEGAN LAW, P.G. Atto,.. r Ap; nt Martin D., an,,,Esq.; 6 9 BOARD MEMBERS �OF Sd(/ Southold Town Hall Leslie Kanes Weisman,Chairperson �dV� arJfO 53095 Main Road• P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. r Office Location: Nicholas Planamento �� • yd Town Annex/First Floor Margaret Steinbugler `�'cou 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 6, 2025 Mark Terry, Assistant Town Planning Director AUG 0 6 2025 LWRP Coordinator Planning Board Office SOUTHOLD TOWN PLANNING BOARD Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 8053 — Stein, Peter & Allison Dear Sir or Madam: We have received an application to demolish and reconstruct a 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 268-513 is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson Encl. Survey/Site Plan: Snowdon II LTD, last dated June 16, 2025 Public Hearing Date: November 6, 2025 BOARD MEMBERS ���F SQ(/TyO Southold Town Hall Leslie Kanes Weisman,Chairperson ,�O l� 53095 Main Road • P.O.Box 1179 Patricia Acampora [ Southold,NY 11971-0959 Robert Lehnert,Jr. coqOffice Location: Nicholas Planamento Q1� �4 Town Annex/First Floor Margaret Steinbugler COUN 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 August 6, 2025 Suffolk County Soil and Water J Conservation District Attn: Corey Humphrey 423 Griffing Ave, Suite 110 Riverhead, NY 11901 Re: ZBA# 8053 - Peter Stein Dear Sir or Madam: We have received an application to demolish and reconstruct a single family dwelling; as shown on the enclosed site plan. The hearing on this application is expected to be held in approximately four weeks. Enclosed is a copy of the site map, together with the application and a copy of the area map. May we ask for your assistance in an evaluation and recommendations for this proposal. Thank you for your assistance. Very truly yours, Leslie K. Weisman Chairperson By: 'l,�-z- Encls. Survey/Site Plan: Snowdon II LTD, last dated June 16, 2025 R , BOARD MEMBERS Q�SoUryo Southold Town Hall Leslie Kanes Weisman, Chairperson �0, �Q 53095 Main Road •P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. G; Q,,'r .` Office Location: Nicholas Planamento �� Town Annex/First Floor Margaret Steinbugler ©� +� 54375 Main Road (at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 August 6, 2025 �I Mr. Joseph E. Sanzano, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Mr. Sanzano: Please find enclosed the following application with related documentsfor review pursuantto Article XIV of the Suffolk County Administrative Code: ZBA File #: 8053 Owner/Applicant: Stein, Peter & Allison. Action Requested: demolish and reconstruct a single family dwelling Within 500 feet of: ( ) State or County Road (� 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: Encls. Site Plan/Survey: Snowdon 11 LTD, last dated June 16, 2025 Appendix A - County Referral Form Appendix A—Suffolk County Planning Commission Guidebook Suffolk Planning Commission Submissionu for Planning and Zoning Referrals Municipality: Town of Southold Hamlet: Greenport Local Case Number: 8053 District: 1000 Section: 40 Block: 1 Lot: 18 Local Meeting Date: 11/6/2025 Application/Action Name: Stein, Peter&Allison Public Hearing: Yes 0No Referring Agency: Type of Referral: Planning Board or Commission ❑✓ GML239/A14-14 S.C.P.C. Regulatory Review • Zoning Board of Appeals FISEQRA Coordination &Advisory Town Board/Village Board of Trustees Request for Informal Input from S.C.P.C. SEQRA Action: FIEAF ❑Lead Agency 0Draft Scope DDraft EIS Dinal EIS Dindings Brief description of application or proposed action: demolish and reconstruct a new single family dwelling Type of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of. • A municipal boundary, The boundary of any existing or proposed county, state, or federal park or other recreation area, • The right-of-way of any existing or proposed county or state road, • An existing or proposed county drainage channel line, • The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, • The boundary of county, state, or federally owned land held or to be held for governmental use, The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision EISEQRA Only ❑Zoning Ordinance or Map (Adoption or Amendment) FlUse Variance Moratorium ❑Special Use Permit/Exception/Conditional Use Area Variance ❑Site Plan ❑Code Amendment Official Map Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission.The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Contact Information Municipality Contact Name: Leslie Kanes Weisman Department/Agency: Zoning Board of Appeals, Town of Southold Phone Number: 631-765-1809 Email Address: donnaw@town.southold.ny.us Applicant Contact Name: Martin Finnegan, Esq. Applicant Address: P.O. Box 1452 Mattituck, NY 11952 FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YOKK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGANQNOKTHFOKK.LAW By Han Received d July 31, 2025 AUG ® a ton Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold Zoning Board of Appeals 1�� 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 Re: Area Variance Application Owner: Peter Stein and Allison Kronick Stein Premises: 63417 CR 48, Greenport, NY 11948 SCTM #1000-040.00-01.00-018.000 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$1,250.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated June 20111, 2025. 2) Area Variance Application with Rider. 3) Project Description and Questionnaire Form. 4) Short Environmental Assessment Form. 5) Local Waterfront Revitalization Program Consistency Assessment Form. 6) Owner's Authorization. 7) Transactional Disclosure Forms for Applicant and Agent. 8) Color photographs of the subject premises. 9) Certificates of Occupancy. 10) Assessor's Property Record Card. 11) ZBA Decision #1104. 12) Current Deed. 13) Covenants & Restrictions a. Easement in Liber 6215 Page 201 b. Easement in Liber 6377 Page 252 c. Easement in Liber 9052 Page 15 14) Nine (9) photocopy survey prints prepared by Scalice Land Surveying dated 10/17/2023. 15) Nine (9) sets of plans prepared by Architect Snowdon II LTD dated 6/16/2025. 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. Received V5`1 Very truly yours - AUG 0 6 2025 Zoning Board of Appeals Martin D. Finnegan MDF/ao Encl. Fuentes, Kim From: Martin Finnegan <mfinnegan@northfork.law> Sent: Tuesday, May 19, 2026 3:28 PM To: Fuentes, Kim;Annalise Ouellette Cc: Sakarellos, Elizabeth;Westermann, Donna Subject: Re:ZBA Stein#8053 -Amended Notice of Disapproval Attachments: 63417 North Rd-1 Site Plan [2].pdf Kim, Further to our telephone discussion, I am attaching a revised site plan that increases the bluff setback to 70' at its closest point which is nearly 10',further back. The setback increases to 85'on the east side. At this location,the pool is less than 20'from the house which is not ideal for safety reasons. All of the construction is landward of the pier line and no side yard relief is required. Please share this with the Board and advise if they have any questions or comments. I would like to adjourn the hearing to June 4th so we can have the time to address any questions or comments. Thank you for you consideration. Regards, Martin MARTIN D.FINNEGAN,ESQ. FINNEGAN LAW P.C. . 13250 Main Road P.O. Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 mfinnegan@nortnfork.law www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain, copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. From: "Fuentes, Kim" <kim.fuentes@town.southold.ny.us> Date:Thursday, May 7, 2026 at 12:07 PM To: Martin Finnegan <mfinnegan@northfork.law>, Annalise Ouellette<anna@northfork.law> Cc: "Sakarellos, Elizabeth" <elizabeth.sakarellos@town.southold.ny.us>, "Westermann, Donna" <donnaw@town.southold.ny.us> Subject: FW:ZBA Stein #8053-Amended Notice of Disapproval Hi Martin, i I just received the email bc;f.;W" from David Snowdon. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IWORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. From:Snowdon<DSJ@snowdon.us> `SerrtTliursday,`;IVlay 7, 202611n 21'AM To:Westermann, Donna<donnaw@town.southold.ny.us>; Martin Finnegan <mfinnegan@northfork.law>; Fuentes, Kim <kim.fuentes@town.southold.ny.us>; Annalise Ouellette<anna@northfork.law> Cc:Sakarellos, Elizabeth<elizabeth.sakarellos@town.southold.ny.us> Subject: Re:ZBA Stein#8053 -Amended Notice of Disapproval Good morning, Kim & Donna Wondering if you have the schedule for this evening? Our clients/the homeowners would like to attend. They have two young children therefore we would like to provide an estimated time that they should be there. Many thanks Snowdon Dafydd Snowdon-Jones z . ~. . ' . \_. From: » Sent: To: Fuentes, Kim Cc ' ivney, Julie;Annalise Attachments: Option 1 I\�� ' ' ' } / [�L� / ���~/�^�� Hi Kim, Please forward this email to the ZBA Members for their consideration. — Thank you. Dear Chairperson Weisman and Members of the Board: As the Board will recall,the Applicants are requesting side yard and bluff setback relief to demolish and reconstruct their home in its existing footprint.The Trustees issued a Wetlands Permit at their December meeting for the proposed construction. At the January 8`x hearing, the Applicants' architect, David Snowdon Jones and I asked the Board to defer to the Trustees' approval inreachingmDetermninationontherequeutedvariancere||ef. VVe explained that, based on feedback the Applicants received from the Trustees at their field inspection and at the public hearing, and in light of their approval of a permit,the Applicants were of the understanding that construction in the existing footprint would be the least innpactfu|to the environment. We expressed concern that the Trustees may not be receptive to an amended application to relocate the house outside of its existing footprint.The building department has also confirmed that pivoting the house would trigger the need for a side yard variance for the accessory pool since the demolition of the house renders the project ineligible for the exemption under Section 280-15G of the Town Code. Nevertheless, it was evident that Members of the Board felt that the greater complian'e with the side yard setback was achievable in light of the proposed demolition of the existing structure. Following the hearing,xve had the opportunity to review the ZBA's feedback and the testimony of the adjacent neighbors and their counsel with the Applicants. They are mindful of the concerns of their neighbors and want to do whatever they can to ensure that the construction of their home will not negatively impact either of them even if it triggers the need for further variance relief. Assuch, ifthe Board is not inclined to grant the requested side yard relief,the Applicants respectfully request that the Board reopen the record of this proceeding to permit the Applicants to submit alternative plans that eliminate the need for side yard relief but in turn necessitate further relief. The Applicants are proposing two alternative for the Board's consideration: Option A—brings the house into compliance with the side yard but in order to avoid the need for a side yard variance for the pool, greater bluff setback relief is required. (The northwest corner of the house is still landward of where the existing deck|ies). Option B—brings the house in compliance with the side yard setback and increases the bluff setback on the southeast side of the house to over O6 feet but this will trigger the need for a partial side yard variance for the pool. If the Board is inclined to accept Option B,the Applicants request.that this matter be adjourned for determination so they can obtain an updated Notice of Disapproval from the Building Department so that variance can be addressed in the context of the pending application. 1 ) I will forward pdfs of the revised Ilan for each option under separate cov_._ _Ve remain available to address any questions or provide any further information the Board may require. Thank you for you consideration. Regards, Martin MARTIN D.FINNEGAN,ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 mfinne an o,northfork.law www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain, copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 1 � • CC, " {� r r 6 S c5 elf Y � 4 1� X)m �R only, + vM•r+rr w.w W wr�w wit+ 7�.►..� , J Aq � � v I� ti r� a } GI ,tom' Top a 00 Vl� !f r IN 1rl r 4' f a J vim_.•' A Zr ♦ \ - v 3 , GRAVEL REVISION: 12/1112025 O O T, DRIVEWAY Building Department NaD Version ZBA3 } O qOOD � / �'�!tp WDF.1�° 4' W00 EEN. SLTt +WDF EC SNOIND0N 0.4' 1 . of_ OOL GATE Consulting Architect/Designer t 219.00 w o- s.9' % a a cAR?z SNOWDON II LTD 5.2 \ � �, Or Willow Street#71 r, �� CLEARING o Orient,NY 11957 �0 I z o_e 4 GA DAVID SNOWDON-JONES N (T)212 518 1818 1 to �` o a (E)dsj@snowdon.us '• �Ptz\NG 41 ���� C4 4.0 3 O d ? 1ENGINEER Q 1e I C0 i Nick Mamaferro P.E. 0" t7 1 O t E v7PL N. i PO Box 57,Greenport,NY 11944 A{ 0 2 a 1 0 i SSON (T)516 457 5596 4701 U\ N�U tp It1 In (E)nickma7zaferro@vedzon.net GATE 2 u, % �a ' - �- --------- - - - 97 7 u °Y .� 47 CA , °w vg t p _ 1. �5-6GAY ;--------; `68 iH FEN✓ J a -®� N - Il�j I Address 1 6 �2� ' \ 8 �� I , STEIN RESIDENCE TAX LOT 18 SZp1w------------. Peter&Allison 63417 County Rd,Greenport,NY 18'-4"— 11944 Description NEW DWELLING/STRUCTURE \ r FOR CONSTRUCTION NU i 69.7" N 0 FEN. 3 ----N24019'50"W t 182.21 wl:F Z i �3.0' LL Vim. S w t1W 4i 'go � �3o% st O A-4 Site Plan 0 Scale 11e•=1•m Site Plan copi d from Survey by Scalise / REVISION: 72/11f2025 O' \ GRAVEL Building Department NoD Verelon ZBA3 DRIVEWAY O WOOD RfT I ^ WA1C , 0 3Q ►�w z � �• 3� �1� ELOCATE Poa '� 5O _ ►�o WDF NPMENT SET WDF EDUPN SNOWDON ► 4'WOOD N. 0.4'+ n f QN CON( • y L 9 00' 0 9 E GALE Consulting Architect/Designer ,`,� �► a a^ GAR 22_3'- SNOWDON II LTD 85 Willow Street#71 \ t �. ^_ Orient,NY 11957 CLEARING ,► ` w a< < GpG DAVID SNOWDON-JONES C41, (T)212 518 1818 �� o a• a (E)dsj@snowdon.us Al' CD A•00 `APR\NG �yaO�O�' a Z uJ `22.3' � ENGINEER 1 y Nick Mazzaferro P.E. � Q I(p v4 WAL (, PO Box 57,Greenport,NY 11944 /Q•Q0 , Z 1 e C�j i SSOKE (T)516 457 5596 tl4101 O U GO a• y �j (E)nickmazzaferm@vedzon.net GAZE ---- T6 �c Z0.5 -T----i- CLEARING ��T'1 ► k -' Address SAX LOT 18 2j �\ �,� O t N STEIN RESIDENCE U. ►moo. ���\ '?- - Peter&Allison Q 63417 County Rd,Greenport,NY ado y Iz O� a \ ►�� 11'4"� 18'-4"— 11944 Description $ Wy w Um 3� at T 1 NEW DWELLINGlSTRUCTURE ' 0 NCLE FOR CONSTRUCTION — t N 0 ��--�^ N • ,8 1� o CLEA. ,G ► /t- ► 8' YA FEN. i 3 N29"19'50"W ► $ 182.21' ► I VWMR � ►NO f,]O,1 �� .4] SI.S A-3 Site Plan ► 0 soae ve-1•0^ Site Plan c pied from Survey by Scalice TAX LOT 17 Ll- r 'ice• � � W r@tom vI'�'`- LT Of w r i� f 11'�11 yrY?a Y ' 4 �'� � '`fir p ,�`•,�fr, � �r j . ' N/O\P - '� !d F3 C�Q#1 ,�, �,. --�1"-ar �r l "ram� ,,. �t�r�h�� �, t• �}i :o0'0e __ nor to IY Y F+� \ppp Se! r(tir .,yr L7 I � f Cb rw 0e t VI?4 MOM, ./� X `�rM MIS VI Yb��1r1A MA�fl�l. }Yr� � • P i � t o ev �� bD f KF $b�, Sakarellos, Elizabeth From: Patricia C. Moore <pcmoore@mooreattys.com> Sent: Wednesday, May 20, 2026 11:51 AM To: Fuentes, Kim Cc: Westermann, Donna; Sakarellos, Elizabeth; Martin Finnegan Subject: Fwd: Stein application I represent the Campbells and Spillane (the neighbors). They asked me to forward their email to the Board.` Thank you Pat Patricia C. Moore, ESq. WAY 2 2 ffi PLEASE BE SURE TO COPY MY ASSISTANTS_ betsv@mooreattys.com and madison@mooreattvs.com --------------------------- Mailing & Physical Address: Moore Law Offices 51020 Main Road William D. Moore, Esq. Southold NY 11971 631.765.4663 Fax Number: Patricia C. Moore, Esq. 631.765.4643 631.765.4330 www.mooreattys.com ---------- Forwarded message--------- From: David Campbell<david.campbell@cartoonpizza.com> Date: Wed, May 20, 2026 at 11:46 AM Subject:Stein application To: Patricia C Moore<pcmoore@mooreattys.com>, Donna Campbell<donnahobsoncampbell@icloud.com>, Wini Spillane<wini1718@aol.com> Stein application for variance: The Campbells (neighbors to east ) and Spillane's (neighbors to the west) of the Steins joined the zoning board meeting May 7th via zoom to understand the Stein application and variance. Mr. Finnegan stated at the ZBA mtg on May 7, the neighbors are "happy" with the application. He does not represent us. We are neither "happy" nor "unhappy" with his clients' plan to remove and rebuild on the property. In fact, we are most concerned with the impact on the bluff, which has seen significant erosion over the last 15 years, particularly on the Stein property. Three other neighbors have taken steps to remedy and protect the land. And we are relying on the experience and expertise of the pertinent authorities to be the guide and arbiter for all these building plans insofar as they impact the bluff shared by five neighbors. Our position is to ask that the bluff revetment be done 1 first so that any built Ing and foundation removal' and new foundation will not further destabilize the bluff. David and Donna Campbell. Get Outlook for iOS Get Outlook for iOS Get Outlook for iOS ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. 11 SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Peter Stein and Allison Kronick Stein (Name of Applicant/Owner) 63417 County Road 48, Greenport SCTM No. 1000- 40-1-18 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK 'tea STATE OF NEW YORK Owner, (N/) Agent MARTIN D. FINNEGAN, ESQ. (Finnegan Law, PCB with offices 13250 Main Road, Mattituek New York, rrreb at _ j being duly sworn, deposes and says that: On the r� day of April , 2026, I personally mailed at the United States Post Office in Mattituek New York, by CERTIFIED MAIL, 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 (V) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or l vehicular right-of-way of record, surrounding the ap 1' erty. (Signature) Sworn to before me this ANNALISE OUELLETTE .29Adav of April . 2026 NOTARY PUBLIC-STATE OF NEW YORK -- — No.01 OU6409457 Qualified in Suffolk County (Notary Public) My Commission Expires 09-28-2028 PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. • • ■ • Ln rr ° oRT,- o .. • •. •nik r=I ni M 1if1 �ft f ,�v �111" ll`f' m R 0 C d1 I �.2 lbn' r,.4 ttl� rE1 tr"1f /i i= Certified Mail Fee c wm 4 .1 Certified Mail Fee g� frl $ 1 !y,.�I I �,,,�'-'.,1 r t a. i qq. M Qi._r ,_i _l i t r s� Ln Extra Services&Fees checkbox add fee es 2 ra ate f "41wyv r i / ( PP ) Extra Services&F80S(check box,add fee d?�p p, ate) >L" f••�� _ J fi.l ❑Return Receipt(hardcopy) $ "I I `III v rU ❑Return Receipt(hardcopy) $ >11,i i 1 1 ❑Return Receipt(electronic) $ ;i_ 11,1 !• Postmark ❑Return Receipt(electronic) $ 'n 1 I�'. �. n�� Postmark y ❑Certified Mail Restricted Delivery $ I pp �;�I•e f= Certified Mall Restricted Delivery - Adult Signature Required $ � APR f 1 ll 20 $ !i:.i • Here ❑ q Adult Signature Required $ -15, Ln E]Adult Signature Restricted Delivery$ Lr) ❑Adult Signature Restricted Delivery$ 11 (- Postage Postage C3 $ - C3 $ +:i 1_i r r-q Total Postage and Fees 'l jt Al.o.,2j-i.Gu Total Postage and Fees 1.14 J 1,619 I26, Sen SentiI Ir Donna Campbell -------------- Er street,'' Ronald E Spillane ------------sire 106 Claredon Ave Winifred F Spillane - `n p Nashville,.TN 37205-4236 z'' 45 Roxen Rd � criy� � ctry,-� Rockvill,&,C3L*ntre, NY 11570 SECTION 'SECTION ON DELIVERY SENDER: COMPLETE THIS ■ Complete items 1,2,and 3. _ _ A. Signature n Print your name and address on the reverse X ant so that we can return the card to you. 7770 Addressee . ■ Attach this card to the back of the mailpiece, B. Received b (Printed Name Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: p No i Donna_Campbell 106 Claredon Ave Nashville, TN 37205-4236 _ __ -. •-- - 3. Service Type ❑Priority Mail Express® ll I Illll)Jill III I Il IIII II IIII I I IIII I 11111111111111111 IIII II III ❑Adult Signature ❑Registered Mall R ❑Adult Signature R s�i tad Delivery ❑Registered Mail Restricted ®Certified Mail® Delivery 9590 9402 9443 5069 4412 47 ❑Certified Mail Res titled Delivery ❑Signature.Confirmatfon ❑Collect on Delivery ❑Slgnature.Confirmatian r ni,—I—!Transfer from service label ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. f " ) n Insured Mall 9589 0710 5270 2536 . 3741. 95 striated PS Form 38:11,:July 2020 PSN:7530-.02-000: 053 i Domestic Returfi Receipt , SENDER: • •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• waived by(P• fW me) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: Is df liv agI ss differert` oFi"ltec. 1? ❑Yes - ---- _ If YES,nt€r ry address bplouJ: Q No Ronald E Spillane } Winifred F Spillane 45 Roxen Rd I Rockville Centre, NY 11570 i �._._-, . _._.W._. --,._v . _.., - - .,._.._ 3. Service Type ElPriority Mail Express@ 111111111 Jill 111111 IIIll IIII I!IIII I 11111111 IIIIIII II I III ❑Adult Signature ❑Registered MallM ❑Adult Signature R ed Delivery ❑Registered Mail Restricted 41 Certified MO Delivery 9590 9402 9443 5069 4412 54 ❑Certified Mail Restricted Delivery ❑Signature Confirmation"' ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery n,.,.....,,a mall ' .52 7 0 :2 53 6 3742 01 �(I Restricted Delivery r PS Form 3al 1,July 2020 PSN 7530-02-000-9053 Domestic Return:Receipt MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION & PUBLIC HEARING PETER STEIN AND ALLISON KRONICK STEIN #8053 63417 COUNTY ROAD 48, GREENPORT,NY 11944 SCTM 1000-40-1-18 40.-1-15 - 63345 CR 48 40.-1-17 - 63403 CR 48 Ronald E and Winifred F Spillane 45 Roxen Rd Rockville Centre, NY 11570 40.-1-19 - 63429 CR 48 40.-1-16 - 63495 CR 48 Donna Campbell 106 Claredon Ave Nashville, TN 37205-4236 Y TOWN OF SOUTHOLD �- ZONING BOARD OF APPEALS ✓' ��� ' SOUTHOLD,NEW YORK 1�- Leta AFFIDAVIT OF In the Matter of the Application of. POSTING Peter Stein and Allison Kronick Stein (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK MARTIN D. FI N N EGAN, ESQ. with offices I, yaoigiik at 13250 Main Road Mattituck ,New York, being duly sworn, depose and say that: I am the ( ) Owner or(\4 Agent for owner of the subject property On the day of April , 2026, I personally placed the Town's Official Poster on subject property located at: 63417 County Road 48, Greenport The poster shall be prominently displayed on the premises facing each public or private street which the property involved in 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 hearing of May 7, 2026 (0 e �, nt S gna re) Sworn to before me this 2 1 Day of April ,2026 ANNALISE OUELLEITTE NOTARY PUBLIC�&TATE OF N8W YORK (Notary Public) No.01 OU6409457 Qualified in Suffolk County My Commission Expires 09-28-2.028 4 5 .6 y �x y fie, - r r 7<rlw �`� �,.y� J,�.1�,� ei`9��, �. .�F °TEIN��qw`'.^,'••.. r''T. � Ti",�• '• ,�:. Ia AL .s' r" > � s`Opss,.Eoc RtT •eo ��tbyR�kR 51 ASP - i`, .,.'' 7� ,z.w; �,�•,.,� NO Roo .xa#° Ash '.sue rd. !t1 `AS' r's',i ' ?'.et„ a �' a' "'.�i.a.-' '' „` ��r �4'` •�, ' cal,. ? if Im ��� �s��y� �, �J1 � � IrAlp �' lire' R _ •� � ti. r �q7 ,stl}Tp^p "r n� iL� r,a `i�'9 AlAlil to � x S' FA N rr ..� � M�r�,&^ t y,p�`��? '�;t�� �i, 1. �.`r � A.w \� �> =Y.b'S• rr�. k,�$��� ���1=" ~ `` Rd 1 �,i��• µ-' 1 ,`���� y ,4��rwlalR� «, � � \ :,L'y< �i.'� ,l. �E%u.is� r�r ti�3ii��. '�'�...}117.e3 ����,�a� .. .(r ��� _ •.� �� r ..-. 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SUFFOLK COUNTY VV LEGAL NOTICE LEGAL NOTICE �W SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,MAY 7,2026 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 atthe Town Hall Annex,Lower Level(Basement),at,54376 Main Road,Southold,New York 11971- 0959,on THURSDAY,.MAY-7,-2-026: The public may ALSO have acess to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR.Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendaraspx. 10:00 A.M.-SQUNMEW SUNSETS—LLC#8097 -Request for Variances from Article IV,Section 280-18 and the Building Inspector's November 5,2026,Notice of Disapproval based on an application for a permit to construct additions to a single-family dwelling(per Building Permit#50152 for interior alterations with amendmentto include additional work)at:1)less than the code required.minimum front yard setback of 50 feet,2)less than the code required side yard setback of 15 feet; located at:20210 Soundview Ave Southold, NY.SCTM No.1000-51-3-13.2. 10:10 A.M.-JANE WEILAND#8100 -Request for Variances from Article III,Section 280-15;Article XXII, Section 280-116A(1);and the Building Inspector's January 14,2026,AMENDED January 27,2026 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool at 1) located in other than the permitted rear yard,2)less than the code required 100 feet from top of the bluff; located at:6485 Nassau Point Road,(Adj.to Little Peconic Bay)Cutchogue,NY.SCTM No. 1000-111-13-11. 1020 A.M.�YEBAD..EANA_P_ROPERTIES,.LLC_#aQ99-Request for a Waiver of Merger petition under Article 11,Section 280-10A,to unmerge land identified as SCTM No.1000-59-6-23 which has merged with SCTM No. 1000-59-6-22,based on the Building Inspector's November 21,2025,Notice of Disapproval;which states that a non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1,1983.An adjacent lot is one which abuts with the parcel in common course of fifty(50)feet or more in distance.Nonconforming lots shall merge until the total size conforms to the current bulk schedule requirements;located at 9425&9555 Soundview Ave.,NY.SCTM Nos.1000-59-6-22 and 1000-59-6-23. N_-! A.M,-PETEf2_$TEl-N AND ALLI$ON KRONLCK STEIN N8053 —(REOPENED public hearing on January 22, 2026)Request for Variances from Article XXII,Section 280-116A(1);Article XXIII,Section 280-124 and the Building Inspector's June 20,2025 Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single family dwelling;at:1)less than the code required minimum side yard setback of 20 feet;2)less than the code required 100 feet from the top of the bluff;located at:63417 County Road 48 (Adj.to the Long Island Sound)Greenport,NY.SCTM No 1000-40-1-18. 10;46A.M,_GAILLARI�S REV¢C 7°RUS;cLo CH81$T-OPHER_GAILLA86.01 1.01_-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's November 21,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing seasonal dwelling and convert the cottage into a year-round single-family dwelling;at:1)less than the code required minimum front yard setback of 40 feet;located at:556 Bell Hill Avenue,Fishers Island,NY.SCTM No. 10D0-9:3-4. 1.00 P M.-MATTITUCK PLAZA,LLC#8098-Request fora Use Variance under Article XI,Section 280-48A(2) d and the Building Inspector's July 11,2025 Notice of Disapproval based on an application to construct alterations to an existing storefront;at 1)buildings containing a drive-through or drive-up window are prohibited;located at 10095 Main Road Mattituck,NY.SCTM#1000-142-1-26. 1:_i_0 P_._M_7:-NARROW_RIVER.P_ROPERTIES,_LLC i18102SE_-Applicant requests a Special Exception under Article III,Section 280-13B(13).The Applicant is owner of the subject property requesting authorization to construct and establish an Accessory Apartment in an accessory structure on a residential lot without a principal single-family dwelling;at:28410 Main St.Orient,NY.SCTM#1000-19-1-1.5. 1:20-P.M.--A460_THE STRAND,-LLC,,DEMETRIOS.ANQVASILLIA__ZIOZA,.MEMBERS=_#,80_42.—(Adjourned from October 2,2025 and January 8,2026)Request for Variances from Article XXII,Section 280-116A(1) and the Building Inspector's June 18,2025 Notice of Disapproval based on an application for a permit to construct a swimming pool attached to an existing single family dwelling and to legalize three(3)as built accessory decks;at:1)swimming pool located less than the code required 100 feet from the top of the bluff; 2)three accessory decks seaward of the top of the bluff;located at.1460 the Strand,(Adj.to Long Island Sound)East Marion,NY.SCTM No.1000-30-2-66. 1:30 P.M.—PRISTINE PROJECTS, LLC-#8096 -Request for Variances from Article III,Section 280-18 and the Building Inspector's November 18,2026 Notice of Disapproval based on an application for a permit to subdivide two(2)merged lots;at:1)Proposed parcel No.1 (63-1-4)at less than the code required lot size of 40,000 sq.ft;2)Proposed parcel No.1 (63-1-4)having less than the permitted lot width of 150 linear feet;3) Proposed parcel No.1 having less than the permitted lot depth of 175 linear feet;4)Proposed Lot 2(63-1-5) at less than the code required lot size of 40,000 sq.ft.;5)Proposed parcel 2 having less than the permitted lot width of 150 feet,6)Proposed parcel 2 having less than the permitted lot depth of 175 feet;located at: 205&155 Sunnyside Road,Southold,NY.SCTM Nos.1000-63-1-4&1000-63-1-5. 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.Application 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/WebUnk/Browse.aspx?Id=935072&dbid=O&repo=TownOfSoutilold Please note the last date to submit writtenn comsmennts to this office will be the Friday,_prior to the public hearing.Afterwards,documents will not be accepted by this office,but can be submitted to the Board Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimfcssoutholdtownny.gov. ZBA Legal Notice May 7, 2025 Page 2 of 3 The 6001k Timm See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518)730-4551 State of Florida, County of Broward, ss: I,Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Apr 23, 2026 Notice ID: 1 dFkXOefUy7lKJtLQtum Notice Name: ZBA Legal Notice May 7, 2025 Publication Fee: $213.54 Ahja�a Btiadorya Agent VERIFICATION State of Florida County of Broward Signed or attested before me on this: 04/24/2026 Notary Public Notarized remotely online using communication technology via Proof. \``\\SPA\n111rlllllP/1/�e�/ SHERI SMITH Notary Public-State of Florida commission#HH269353 ................. �� Expires on May 31,2926 ZBA Legal Notice May 7, 2025 Page 1 of 3 w Dated: April 16,2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold,NY 1 1 971-0959 ZBA Legal Notice May 7, 2025 Page 3 of 3 BOARD MEMBERS - �SOf SUUj�o - 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. G Office Location: Nicholas Planamento Town Annex/First Floor Margaret Steinbugler Oli,'CDU 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, MAY 7, 2026 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 "IN PERSON" 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, MAY 7. 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:30 A.M. - PETER STEIN AND ALLISON KRONICK STEIN #8053 — (REOPENED public hearing on January 22, 2026) Request for Variances from Article XXII, Section 280-116A(1); Article XXIII, Section 280-124 and the Building Inspector's June 20, 2025 Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single family dwelling; at: 1) swimming pool located in other than the permitted rear yard, 2) _single family dwelling less than the code required 100 feet from the top of the bluff; located at: 63417 County Road 48., (Adj. to the Long Island Sound) Greenport, NY. SCTM No. 1000- 40-1-18. 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: http:/ 24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please telephone our office at (631) 765-1809, or by email: kimf@southo/dtownny.gov. Dated: April 16, 2026 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 y Southold,New York 11971-0959 2 Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: April 6, 2026 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The May 7, 2026 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. Below, please see instructions required to prepare for 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 April 30,2026.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 no 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 April 20, 2026, 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. MAILING INSTRUCTIONS: Please send by ISPS Certified Mail Retu7rn Recei�,,, 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. Instructions for ZBA ruoiic Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by April 30, 2026. 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@southoldtownny.gov or elizabeth.sakarellos@town.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/11008/tentroII2025-1 hM�P�OO�R$ANMT hNIStT4RiTLC�T�+hOOaNIS: Scan and emaiil the US+PS mailing receipts, green signature cards and afffdavits to ld�mR&,,'s_outholdtownny.gov, and ** PROO�MP�TTMLY UIS+PS MAhL** the OO RhGhNALS to the Town of Southold, ZBA, P.O. Box 117t9,Vouthold, NAY 119y7fl. 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. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant uF ,AKIi40 1 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 - httpo.//southoldtownny.gov/calendar.aspx NAME : STEIN , PETER & ALLISON #8053 -FhCTM #mN 1 000-40- 1 - 1 8 VARIANCE: BLUFF SETBACK AND POOL LOCATION VEQUESTmE DEMOLISH AND RECONSTRUCT NEW SINGLE FAMILY DWELLING E ATE : THURS. , MAY 712026 100030 AM 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 — r LETTER IN SUPPORT i I �t5 `t(�0/2(� RECEIVED � Town of Southold Zoning Board of Appeals Po Box 1179 '�/APR 3 0 2026 Southold,NY 11971-0959 ZONING BOARD OF APPEALS Attn: Kim Fuentes kimPa,southoldtownny.gov Attn: Donna Westermann donnaw@.southoldiowMy.gov Re: Area Variance Application of Peter Stein and Allison Kronick Stein 63417 CR 48,Greenport,NY 11944 SCTM#1000-040.00-01.00-018.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Stein property. I/We are aware of their request for side yard and bluff setback variances for the remodeling of their home. I/We believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighbor ood. We have no objection to the granting of variances. i 1 By: :� X !!\\ Address: (,(Z qcd 6M'u 05 By: WAe-K0,. .JWk SYhi Address:Ie3105 Co IQc)\J �-�nY7OY ll`1� RECEIVED " APR 3 0 2026 FINNEGAN LAW, P.C. ZONING BOARD OF APPEALS 13250 MAIN ROAD 13.0. BOX 1452 imATri-rLICK,NEW YOR.K 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW Via LISPS Regular Mail April 29, 2026 Town of Southold Zoning Board of Appeals Attn: Kim Fuentes PO Box 1179 Southold, NY 11971 Re: Southold Zoning Board of Appeals Variance Application Owner: Peter Stein and Allison Kronick Stein Premises: 63417 County Road 48, Greenport, NY 11944 SCTM #: 1000-040.00-01.00-018.000 Dear Kim: With respect to the above-referenced matter, enclosed please find the original Affidavit of.Posting, Affidavit of Mailing, USPS mailing receipts, return receipts and one (1) Letter in Support received to date for filing with your office. If you have any questions regarding the enclosed, please feel free to contact me. Thank you for your attention to this matter. Very t urs, egan MDF/ao Encl. r. TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS Peter Stein and Allison Kronick Stein (Name of Applicant/Owner) 63417 County Road 48, Greenport SCTM No. 1000- 40-1-18 (Address of Property) (Section,Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 11 Owner, W) Agent MARTIN D. FINNEGAN, ESQ. (Finnegan Law, with offices tesigi"g at 13250 Main Road, Mattituck New York, being duty swom, deposes and says that: On the /U& day of December 20 25, 1 personally mailed at the United States Post Office in Mattituck New York,by CERTIFIED MAIL, 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 (\,/) 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 applicant's property. (,Signature) to before me this ANNALISE OUELLETTE S Fd December NOTARY PUBLIC-STATE OF NEW YORK ay of 2025 No.010 U6409457 Qualified in Suffolk County aLla(Notary Public) my Commission Expires 09-28-2028 PLEASE list on the back of this Affidavit or on a sheet of paper,the lot numbers next to the owner names and addresses for which notices were mailed. All original USPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. ou Postal. _ vic c3 . 1 � o m - MIR •. o ® , o m , •• Only N . m m fiat i vi- 'e Tef1tr'f�It" (lt �•=i l i !` m (?11aiJ1i H D 20 „p Certified Mail Fee �,30 a. rrt $ I IGi 7 p Certified Mail Fee f Ln $5.30 I I' _`l Extra Services&Fees(checkbox,add tee ,�pi5pi riots) 4 m $ r- -9'- ❑Return Receipt(hardcopy) $ I I_I II Extra Services&Fees(check box,add fee s•p`p_ O ❑Return Receipt(electronic) $ 11 I_CI n Postmark iR ru ❑Return Receipt(hardcopy) $� I" Y [ yyr r Return Receipt electronic Postmark ❑Certified Mall Restricted Delivery $ , l.l._U•''�44, r` G C5 ❑ P( ) $ 1 h --- I„_II-I Bre ❑Certified Mail Restricted Delivery $El Adult Signature Required $ Certified Mail ' ' Here Ln []Adult Signature Restricted Delivery$ ❑Adult Signature Required $ _ nCG_UTT Q ry(; ' Postage Lr) []Adult Signature Restricted Delivery$ U 4` 2025 C3 $ $1,3 h Postage Total Postage and Fees 1'//1u/2025 C3 $ $1.36 t-q Total Postage and Fees 3 i c Sent To $�1,ilr t I S .i n °-' Ronald E Spillane � sent!- i� §treat a�i ---_------ �" Donna Campbell �n Winifred F Spillane Co scree; Er ''� 106 Claredon Ave crry,sty 45 Roxen Rd ------ Ir ciY Rockville Centre, NY 11570 Nashv,al1�; TN 37205-4236 ■ MtLoirl -Iar COMPLETE-THIS SECTI O-NON DELIVERY ■ Complete items 1,2,and 3. A. signatur ■ Print your name and address on the reverse X V ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receive by(Printed Name) TDate of Delivery or on the front if space permits. 1. Article Addressed to: Yb, Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑No Ronald E Spillane Winifred F Spillane 45 Roxen Rd Rockville Centre, NY 11570 it I IIIIII I'll III I ll IIII Il llll I I IIIIII II I I it III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaIITM El Adult SignatureMS adDelivery ❑Registered Mail Restricted, Certified Mail® Delivery 9590 9402 9443 5069 4423 81 ❑Certified Mail Rlivery ❑signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail sil Restricted Delivery -9589 07105270 :2536 , 373.4; 40 PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt , SENDER: 0 0N COMPLETE THIS SECf1ONON DELIVERY ■ Complete items 1,2,and 3. A. Signature xr_� ■ Print your name and address on the reverse Agent so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Namey C. Date of Delivery or on the front if space permits. 1.90-1S 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes - If YES,enter delivery address below: ❑No Donna Campbell 106 Claredon Ave Nashville, TN 37205-4236 - - - - - - --- -- - -II 3. Service Type ❑Priority Mail Express®I IIIIII IIII III I II IIII II IIII I I IIIIII I illll III El Adult Signature ❑Registered Mail R ❑Adult Signature Delivery ❑Reggistered Mail Restricted ertified Mail® Del(,very 9590 9402 9443 5069 4423 74 ❑Certified Mail Re tri to Delivery ❑Signature ConfirmationM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery_ Restricted Delivery Restricted Delivery ❑.Insured+Mail 9569 `071'0 5270` `2536'" te5tdt'tedoeraery .FS:Form 3811,Julyi2020 PSN 7530-02-000-9053 ___ l?pmestic:Return'Receipt MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION & PUBLIC HEARING PETER STEIN AND ALLISON KRONICK STEIN #8053 63417 COUNTY ROAD 48, GREENPORT,NY 11944 SCTM 1000-40-1-18 40.-1-15 - 63345 CR 48 40.-1-17 - 63403 CR 48 Ronald E and Winifred F Spillane 45 Roxen Rd Rockville Centre, NY 11570 40.-1-19 - 63429 CR 48 40.-1-16 - 63495 CR 48 Donna Campbell 106 Claredon Ave Nashville, TN 37205-4236 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Peter Stein and Allison Kronick Stein (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK MARTIN D. FINNEGAN, ESQ. With offices I, moiging at 13250 Main Road Mattituck ,New York,being duly sworn, depose and say that: I am the ( ) Owner or(%/Agent for owner of the subject property On the day of 1)e65ty7 be4 ,2025, I personally placed the Town's Official Poster on subject property located at: 63417 County Road 48, Greenport The poster shall be prominently displayed on the premises facing each public or private street which the property involved in 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 hearing of January 8, 2026 (OwneP gent Stgnature) Sworn to before me this a Day of 20ZS otary Public) ANNALISE OUELLETTE NOTARY PUBLIC-STATE OF NEW YORK No.01 OU6409457 Qualified in Suffolk County My Commission Expires 09-28-2028 i r t y .. f • 1 AW 17. .tom '• -_ y ,�'; Y•�� ,.y /* !1 `�,�.-!� Y ( -.x'. S - '' k+_�•-s r��llii's y �/ N.. .� . �'� �, i �" F i1���t a4� �� ,,�..`� ,, �•Aa i �-�r%4•� �t r - ,� .1�; d r+.� I� i '`�- �y��ash,/�� :V i_�r� � �,.'' .r1 '�G..t.P G�I.;f � ....y /a '� :�, � nt/ ir;��-, •i` , r• - ��• r .yw a •� �� fir, �' � i r.. rl) A Ill, SUFFOLK COUNTY LEGAC,NOTICE.' LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD'OF APPEALS THURSDAY,JANUARY,B;2026 at,10:00 AM PUBLIC HEARINGS.: .. .NOTICE IS.HEREBY GIVEN,pursuant to Section267 oft w he Town Law and:Ton Code`Chapter 280,(Zoning) Town-of thold,the following,p APPEALS at ublic hearing will be held by 1he'SOUTNOLD TOWN ZONING BOARD OF the Town. 53095,Main'Road,Southold,New York 11971-0959,on THURSDAY,JANUARY_8;,, 2026: Thepublic niay ALSO have access to view,listen;'arid make'cornmentduring the PUBLIC.HEARING6§it is; happening via ZOOM WEBINAR.:Additionally;there will be a link,to the Zoom'Webinar me'eting,at htipJ/ sbutholdtownny.gov/calenda'r.aspx.. 10:10 A'.M.,-PETER STEIN AND'ALLISON KRONICK STEIN#8053'-RequestJor,Varianc6Sfrom Article 'Sect'ion 280-116A(1);Article XXIII,Section 280-124 and the Building Inspector's June 20,2025 Notice of n'Disapproval,based on an application for a permit to demolish and recostruct a'new single family,dwelling at:1)less than the code required minimum side yard,setback:of 20 feet;2)'less than.the°code required 100.. feet from.the.top of:the bluff;located'at 63417 County Road 48;(Adj-.to'.the Long Island;Sound)Greenport; NY. .SCTM No.A 006-40-1718.' , 10:20.A.M.-ANNA K-,THORSDOTTIR,AND FRANCO MARINAI 48066 Request fora Variance from Article',III, Section 28.0.15;and the Bull ding,lnspector's Jufy,1;2025;Notice"of.Disapproval based on an application for a permit to;demolish an existing"accessory-garage and"4o,construct a,new'70cessory garage,at'1)located; in an area..otherthan;the code;required'rearyard;,located at:°46660;NYS.Route;25,`Southold;,NY.,.SCTM No 1000-75=3-4. 10:30 A.M.-TRAVIS AND SOFIA GARC ELON#,8071 -Request for.Variances;from,Article XXIII"Section 280 124;Article XXXVI,Section280-208;and the Building Inspector's September 17,2025 Notice,ofbisappioval. based on an,application for a permit to construct a new single familydwelling.with a rear deck addition; at i)less than the code required minimum frontyard setback of 35.:feet;2)less than the,code required " minimum side yard setback of 10 feet;3)less.than the code required minimum,combined side yard,setback of 25 feet;,4)more than the code permitted maximum,lot coverage:of 20% 5)the:construction exceeds the:permitted sky'plah6 as defined in Article,I;-Section 280-4'of the.Town"Code,located at The Gloaming; Extension(adj.to WestHarbor),'Fishers Island,NY.'SCTM No.,1000 10 9-13 10:40'A.M.-EVAN TOUHEY#9070-Request for a Variance fro m'Aiticle'III;•Sectiorr280=15 and the,Buildi Inspector's October 2,2025 Notice of Disapproval,based.on an application for,a:permitto legaliz-6.an'"as built"accessory pool house at:1)less than the code required minirrum;side yard_sgtback of 10 feet located, at:1955 Albertson Lane Greenport;'NY SCTM No 1000=52-5-56. 10:50 A.M.--:REBEKAH.6CHULZ#8072 Request for a Variance from Article XXIII,Section 280 124;and , the:Building Inspector's September 22,2025 Notice.of.Disapproval based.on an applicationyfor a permit to, construct an addition to a single family dwelling:`.i).less.than the code required minimum front yard`s'etback, of,35,feet;,Iodated at:185 Riley Avenue;NY..SCTM No.1000 143 4-29: f i 00 A.M.-CHRISTINE MACDONAGH#8073:7 Request for a Variance'from Article:"XXIII,.Secti"ori.'2130"123A. and the Building Inspector's September 18,2025 Notice'of`Disapproval.basks,on,an application'for a permit to legalize"as-built"additions and alterations to an`existing'seasonal"cottage;at;;1)a'nonconforming building containing a nonconforming use shall not be enlarged,reconstructed,;struct kally_aftered:or- moved,unless:such building is changed to.a.conforming"use,located at 7685 Horton Lane;;Southold,',NY. SCTM No:1000-54-548.2. 1;:o0.P..M.` STRONG'S WEST MILL,LLC#8027,;Requesta;Reversal of the;Building„Inspector's May:6`2025 Notice of Disapproval,.pursuant to Chapter 280-Bulk Schedule,for :Busines"s,Office and lndustrial`Districts; Article I,,Section280-4;Article;XIII,;Section280-56,and basedh:an app fo'r lic"ation a permit to construct: a"boatstorage;building;I proposed'height.of building'exoeeds the maximum permitted height of,.35feet; located at:3430.Mill Road,Mattit'uck,(Adj.to Mattituck.Creek),NY. SCTM'No 1000-106-6-13 4 The:Board of Appeals will hear all persons otAheir representatives,'desinng torbe heard`at eacii hearing;.;and/or desiring to,submit written statements.before tiie conciusion.of each hearng;;Each Bearing will;not start earlier than designated above. 'Application Fit ' 'are available'for'review on The.* A Weblink/Laserfiche under.Zornng BoardofAppeals(ZBAA 6ardActions\Pending:"_Lmk. ., http://24.38.28.228/WebLlnk/Browse,aspx7id 935072&dbid=O&epo=T6wn6f8outliold, Please note the last date to submif written comments to.this office,will bethe Friday prior to the;public hearing. Afterwards,documents will not.be accepted by this;office,but"'can be submitted to the Board, Members during:the_public.hearing if.you,have.questions;,please.,teleplione:oar offlce;at(63.1)`765 1809;,or by small kim soutfio/dfownnygov. Dated,-,De.ce.mberl g;,2025, LESLIE KANES WEISMAN,CHAIRPERSON ZONING-BOARD OF APPEALS By,;.Kim E.Fuentes" 54375 Maln Road(Office Location). P.O..Boz:1.179,;Southold,NY:"1.1971-0959 ZBA Legal Notice January 8,2026 Page 2 of 2 �je�tcftoY�� rrYe�. See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518)730-4551 State of New Jersey, County of Camden, SS: I, Laquansay Nickson Watkins, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the'said newspaper on the following dates. Publication Dates: • Jan 1, 2026 Notice ID: hxbsLezPwEPsB3Hg3crO Notice Name: ZBA Legal Notice January 8, 2026 Publication Fee: $176.48 (aouahsau A&kSbh �f/atkitiS' Age t SHARONN E THOMAS-POPE VERIFICATION NOTARY PUBLIC STATE OF NEW JERSEY State of New Jersey My Commission Expires January 23,2027 County of Camden Signed or attested before me on this: 01/02/2026 5 't � . I, (k Notary Public Notarized remotely online using communication technology via Proof.. ZBA Legal Notice January 8, 2026 Page 1 of 2 6w-i-k- ; �'`�- &-CC ?) LETTER IN SUPPORT � I IZ 1� DEC .3 (0 '2i0'25 Town of Southold Zoning Board of Appeals PO Box 1179 honing 13o��o,d o'l }1ppo4�1 Southold,NY 11971-0959 Attn: Kim Fuentes kimf r southoldtownnv.,.,ov Attn: Donna Westermann domiaw.Lsoutholdtownnv.€,ov Re: Area Variance Application of Peter Stein and Allison Kronick Stein 63417 CR 48,Greenport,NY 11944 SCTM#1000-040.00-01.00-018.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Stein property. I/We are aware of their request for side yard and bluff setback variances'for the remodeling of their home. I/We believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variances. 'iIJ By: it'gAo"3 w+ Address: zi By: 01 exal,.JNra, Srn i Vh Address:lP3 165 Ca&"W-O\J C�reevtl�vY�`� l ly�� e� E�Qf P LETTER IN SUL:T-ORT Received DEC 3 0 2025 Town of Southold Zoning Board of Appeals i PO Box 1179 bra rah zt},�Jt, ;o; �p Southold, NY 11971-0959 Attn: Kim Fuentes kinal{i)sOL1111 1d1ONV1111V „v Attn: Donna Westerniann dtmnawrr�oiitlioldtownm!.L,ov Re: Area Variance Application of Peter Stein and Allison Kronick Stein 63417 CR 48,Greenport,NY 11944 SCTNI#1000-040:00-01.00-018.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Stein property. I/We are aware of their request for side yard and bluff setback variances for the remodeling of their home. I/We believe that the proposed construction wi11 be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variances. -� \ Address: 17 L, LA By: Address: iS BOARD MEMBERS ��OF S�UjyO - 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. N _Nr Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler Oli,'C�U 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JANUARY 8, 2026 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 "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0969, on THURSDAY, JANUARY 8, 2026: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:10 A.M. - PETER STEIN AND ALLISON KRONICK STEIN #8053 - Request for Variances from Article XXII, Section 280-116A(1); Article XXIII, Section 280-124 and the Building Inspector's June 20, 2026 Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single family dwelling; at: 1) less than the code required minimum side yard setback of 20 feet; 2) less than the code required 100 feet from the top of the bluff; located at: 63417 County Road 48, (Adj. to the Long Island Sound) Greenport, NY. SCTM No. 1000-40-1-18. 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: http://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthold If you have questions, please_ telephone our office at (631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: December 18, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O. Box 1179 W Southold,New York 11971-0959 2 d► Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: December 8, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The January 8,2026 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. Below, please see instructions required to prepare for 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 December 30, 2025. 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 no 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 December 30, 2025, 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. MAILING INSTRUCTIONS: Please send by 11S+RS Cer,tjfiFd Maid Return Recei 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. Instructions for ZBA Public Hearing Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by December 22, 2025. 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 kimfnsoutholdtoy= gov or elizabeth.sakarellos@town.southold.Liy.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/11008/tentro112025-1 IMP�OO R�TAN�T hNIStT4RiTC�TMI�ONhS: Scan and email the i7S+PS ma�i�ling reeei�pts, green sig�n61-ure cards and a�ff davits to ki�m�f�%s_o�uthold�town�ny. ov, and ** P�RO MIPOTMLY UIISlPlfS MAh" the OO GhNALS to the Town of Southold SOUtthoIU NIIY WON& Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 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. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant Laserfiche Instructions ... , for Zoning Board of Appeals Records _N1 i y �� 1 1 1 q.ono ,. SOCIAL > PIM > osv Uo L.. 1779 +1 }4 lyf' F� t (• iNottty Mel e Payme .Maps t Ag+endas& TOTvn Code On4nnts forms ,'Yoxu Records ..; . Sign uprorece'ive , ... Minutes Easily PaY your bills WeblmkiLase�che F"m tAppli"ns I�.:..,.........�.....t............... ..4,nnnfiaannnsw�-..;,.a:,a,.e.... can...:t.:�t,�....a,�..:..._..,�s,....�..,_....�......,..._�..nl•ne...«�.i...+...�a._,...,.y�.......,�........s..._.._.,... 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Home Browse Search TOWnOfSGLlthold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Template name - (ZBA) "1 Alphabetcal Index 2 Entry Properties Board Actions y Laserfiche Search Guides Path M1tee1 in1 Schedules TOWI10fS=hold,Z.r •Boas r- of Ar(,r:a151ZELA) Mlnute5/Agendas/Legal Nodces.!Hearings Creation date �-j Pending 7/10f2,001 12:17:16 PM .1 Reports Last modified 5/23/2017 11:07'1a AM '„l spec,al Event Permits TrainingRequirements ZBA OrFlctals z Metadata i�ZBA PaI1Nes No metadato assigned Exceptions Ust Code 290-1 OC(3) 1 J jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots 169 ocedure&Results =om/healtwpap-smear:Usaa 11M Bulk Schedules 5 Agreements,Contracts 3 Leases Page 1 of 1 14 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. '' lire NetZero- NetZero... =Date Duration Calcula... 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I My Laserfiche WebLink92 Home Browse Search Town0f5outhold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name 9025 MAIN ROAD LLC,CARDINALE 2 Entry Properties - - - - C&L REALTY-Withdrawn Path I JEMCAP SO 1 LLC tD PECONIC RECYCLING TRUCK THE ENCLAVES Creation date #7370-Freud 1000-128-6-6 3/28/2017 11:36:07 AM #7379-Solutions East1000-13-3-1 Last modified 6/9/2020 3:58:58 PM '�#7383-Spiller 1000-59-5-8.3 --- - -- - --- - - - - #7384SE-HNF Resorts,Mydon Resorts-Campground-1000-4G-3-5 2 Metadata - - -- - - - - - #7385 SE-Fried 1000-50-1-13.1 No metadata assigned ' #7386 860 Bayview Drive-LLC 1000-37,5-10.1 97387 Hard Corner 1000-61-4-1 ° #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000.128.-2-20 ' #7389 Benic 1000-71-1-4 #7406-Nappa 10OD-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is , http://24.38.28.228:2040/webIink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 LaserficheWebLink Mywebunk HeID About Sign Cor Home Browse Search TuNnOrSouthold>Zoning Board of Appeals IZBAi>Board Actions Board Actions Name Pagemunt Templatename - - ,,,D 1957-1979 z Entry Properties 1980-1999 Path 2000 owM015outWI,I%Zonin8 Board Of Appea1517_BANBUJrd Actions ~I 2001 Creation date 2002 YIG,20011221:55PM �2003 Last modified 2004 3IM2017 11:36:07 AM 2005 2006 N0 metadata assigned 2007 2008 _3 2009 &Results '�'I 2010 zlthJpap--guses2 2011 ZD1^_ 2013 2014 2015 J 2016 Ln 2017 't Pending .w.healthlinemMhralCJPaP-%+nmRl)ses2 n r �1 �.�_.-.__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in"Pending". idme emwse search rownol5o�nwla•zonmx Board ofnuoeals lzOAI+UOard Anions-miT 2017 "tame Pa6e count -umPlare osrm„- - 'Z•6088 )6T aoara Acnom 2 Emry Prop— 09)3 78 3oa.d nmorD Path .a997 96 eoarJ.ANans iuH-iJr4:u�rnN12v::f3 0u.e0 of AOra+els iraAllar�.:rC �1001 00 aoud:.mam ACknSJU19 �;DOg eb 3outl AcOons Creatbn Cate 6)01 f TS amrd Actwni 1 NI2e',119::?4M 5.701_ TS aoardAN9�u laf[mtdltied g Asa 3va.tl Tctionz v2a2Dv 9;,rs•Ns na lOsS aT 3mrd P<ibm ..MetaWta 3;Os6 03 ata.e�m NO mOtaCa��s.fSr+Qrt"d tt TOST TO —1d anzons 7018 56 a9]ed aefroru '�.T019 SB aoarOANons 3 702D 50 —,d Anions 6'0 59 3oa.d Amars Z- 2 Ts ao,rd w,tn: is 7oza was soa.a Anions 3 T02a ba 3tartl allonz ?025 21. eoartl Anions k'0_8 T3 3oa.d:cti0m f -_'.-02T 30 aoa.d K.�cros 3 T028 fi3 award Astons 6-029 3 3oartl.>monz d m.IKc a .nam vnnn. Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 cashel 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 camel ° M Home Browse Search custom-Search ] Sort results by: Relevance Records Management Search 7016 Hdd ame Board Actions.83 page(s) choose meld Page count 83 Template name:Board Actions Reset' Page 3...:Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle HIII Rsher... Page 4—19.2017 P7016,Cashel SCTM No.1000-9.1-26 minimus approval to remo... Page 5...y 19.2017 C7016.Cashel sCTM No.1000.9.1.26 GRANT,the�anances as... Search Z.— Page 9... COLIN&KRISTEEN CASHEL SECTION 009 BLOC... Page 20—Thomas Ahlgren(Cashel),PO Be.342 Rshers IslandNy... t 5 Show more information.,. L2-1 7018 Board Actions-56 page($) Page count 56 Template name:Board Actions Page 46...9:30 AM:COUN CASHEL AND Variances under Ardcle Id,Section.ANN... Page 48...ance(s)KRISTEN CASHEL07016-Request proposed trellis located in other tha... 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 1000-111.4-1. Laserfiche WebLink MywebLink I Help:Abnot I Si) Home Browse Search Town0lSouihold I Zoning Board of Appeals(ZBA)>Mlmites/Agendas/Legal Notices/Hearings Minutes/Agendas/Legal Name Page count Template name . Notices/Hearings fn 1957-1979 2 Entry Properties -_1980-1999 rn 2000-2009 Path TovmOfSouthold\Zonmg Board -:_t 20t0 of Appeals n 2011 (ZBAPMinu[e VAgentlns�Lev�ll Notice$1Heanngs J 2012 Creation date --1 2013 7;1012001 2:5"Y;40 PM 'n 2014 Last modified 2015 12J1612016 2,15:'a PM ]2016 2 Metadata :;�2017 No meradara assigned Page 1 of 1 t 1 Ent, _ocw-e��� r m�,nv.Pa..e ea hus.,Fhw.%�.sa�rr2-2Jti(g�y^r1.•:P•p e..se-i Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link 93 My Webl.ink Help About. Home Browse Search TownOtSouthold>Zoning Board of Appeals(ZEA)>Minutes/Agendas/Legal Notices/Hearings 2017 2017 Name Page count Template name '- ZBA-0110512017 7 Entry Properties ZBA-01105/2017 Agenda d Path d Z3A-01 10 51201 7 Hearing 40 1ownOfSoulholdVomnv,Board of Appeals ZBA-01/05/2017 LN 3 IZEA1%Minu1es/AgendnsiLega1 _`I ZBA-011192017 2 NOL1cCs/H esrings\2017 ZBA-0111 912 01 7 Agenda 2 Creation date 1 211 61201 6 21 5:11 PM 7BA-02/02/2017 7 Last modified ZBA-02/022017 Agenda 4 6/19/2017 4:53:59 PM ZBA-02/022017 Hearing 45 2 Metadata ZBA-021022017 LN 3 ZBA-02/1612017 Agenda 3 No metadata assigned ZBA-02/16/2017 Spenal 3 _educe&Results _i ZBA-03/0212017 7 m/heeltWpap-smuranlses2� ]ZBA-0310212017 Agenda 4 ZBA-03102/2017 Hearing 65 ZBA-0310212017 LN 3 ZBA-0311612017 Agenda 3 Z3A-03/16/2017 Special 3 ZBA-0d/G62077 5 ZBA-=O5 2017 Agenda 4 ZBA-04/06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 "he 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 - httpm.//southoldtownny.gov/calendar.aspx FAME : STEIN , PETER & ALLISON #8053 1 000-40- 1 - 1 8 VARIANCE: BLUFF SETBACK & YARD SET-BACK rEQUESTm. DEMOLISH AND RECONSTRUCT A NEW SINGLE FAMILY DWELLING E ATE : THURS . , JAN . 89 2026 10: 10 AM 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 BOARD MEMBERS ��OF SOUjyO Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O !O 53095 Main Road • P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. cn Office Location: G Nicholas Planamento �pQ Town Annex/First Floor ,c► Margaret Steinbugler OIiYC�U 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://south6ldtownny.gov June 5, 2026 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Martin Finnegan Tel. (631) 765-1809 Attorney at Law P.O. Box 1452 Mattituck,NY 11952 Re: ZBA Appeal No. 8053 (as Amended), Stein 63417 CR 48, Greenport SCTM No. 1000-40-1-18 Dear Mr. Finnegan; Transmitted for your records is a copy of the Board's June 4, 2026 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. 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 Sincerel Kim E. Fuentes Board Assistant Encl.- cc: Building Department' Revisions 12-08-96 08=20.98 1 a28-98 05-10-99 01-19-01 06-02-01 SEE SEC.N, 02-01-02 N 348 482 w MATCH -Z_ 12-09-02 01-14-04 11-24-04 03-30-06 / '�' Jx 03-26-08 i Inlet Pond 05-28-10 oa of-11 LIP5/ 3 / o =-9 looC q0_1. 1g /pry "ILL ��/�y� I /' 23.3 COUNTY OF SUFFOLK [) , r®' (INLET POINT PARK) (.1} CS qO -i- 11 you 0 4 qOI /.'' � a COUNTY OF SUFFOLK qo , I, ' SEE SCE.NO. 130 '� a (] � J d x 10.3 ppuMy S 23.1 m SUFFpL 9.OA(c) 24 VILLAGE OF 2.0A(C) co 9.4 , GREENPORT 4+ ny 8 'O nl 4s 4 7 N' / a 21 N 20.2 1.7A(c) ^ l 20,1 2.7A(c) 3� :fir,, '� '• s9 2.5A(c) _gm 3.4 0 NA T 1AA -16 35 1.OA(c) 1.2A 15 ? 3.6 14 1.3A - r�d�8; 2.7A(c) 1.3A(c) 2 5 .6 7.3A 3 O ,'A 23.6A(c) 4A(c 1.yq(C) _ 9 � f ;F' 2.3A(c) `� O C r 8 533°54'50'E 1.1A(c 6.28' N323,569.39 7 E2,44s;zn.96 j 1.2A(c) 1 6 17AA(c) N323574.60 `S,iD- N323,581.80 / E2,445,254.36� 1.2A(C) 0y �N89°33'O0'E E2,445,498.54 49.39' I' W 5 ya Qm NwvN � N82'59'00'E 11A N32347675 . . . 91.98' N o y° �o m 11 42 N323,279.88 /j 1.1A(c) 'a,."i� J.�° ye""Qo�q Z� > g E2,445,559.44 TOWN OF SOU7.. eo,�� m ,s e° P 74 -� 1n � 3.1A(C) °(4 °Q- � ON 2 N323.33208.07 N87'd3'20'E 1010.85, N 3z3,269 a 2 �C � Q N323.202.08 ,fig E2,4457.60 VILLAGE OF GRE. g MATCH LIN AO rJ„o sa3z5-'Z----- - ��o 'Fc MATCH LIN C2 N323,142.44 E 4mq SEE C.N0.045 S E2,444,439. a�,9g0 SEE SEC.N0.045 IN f L PmpeM Pr Rrv4iu uEtlxiam Lm No. �'r oct LimA ScnmlOwr'et line --SCH-- Iry4mN Oahe,One --H-- SSpiANNOTHERMSE,ALLPROPERTIES 1- nmea[imam Oxm. -�- s�AawrmnBun'aiag.ro. (21) Fire Demo Lme --F-- Rdum psuu Lme --R-- ARE WTHINTHE FOLL0.NNG OISTHICis' . BI BImL No. O sWWL 10 SE- G SUEAiweon Lm O-Lim --Hsi-- FlRE 31 HV-T_ N Iream/slrom ^^' saM Olnum4n ® l'mnn Luv -- Lg1A�mhl Lic --L-- mbuhnm Dia,rc,L,ne--A-� cHT 48 TFR_ -E_ p Paw No. 23 peeapm 12.1 A(E)or 12.1A T Lim --- Pan norm Ise --P-- -TEw11Ei 12.1 A(c) GRAVES REVISION: 12/11/2025 1 o DRIVEWAY ,,,,, Building Department NoD Version ZBA3 71 1 - .. C� 1 U� RELOCATE POOL �M� 1 � v U I PM ENT �� .� ,. . 50 _.J .. 1 r p WD F EQUIPMENT .....J P }, < 1 1 .4 10 SLT WDF EQUIP SNOWDoN 1 �. �v��� 0.4 Co� C . 1 � oOL . . • 1 --� r- GATE Consulting Architect/Designer % .- 219 * 00' O 5.9' GAR 21`3 , SNOWDON 11 LTD 5►•2 85 Willow Street #71 1 ` Orient, NY 11957 5 F A,F '�G 1 0 �-= FR�AN �-- ' DAVID SNOWDON-JONES 1 i a .�- ARA .. - w w . - �\ (T) 212 518 1818 • 1 co ` ` Ui � wX IJ (E)dsj@snowdon.us 9 s jC10 % 00 U") ENGINEER 410' co 1 Nick Mazzaferro P. E. ,+ 1 PO Box 57 Green port, NY 11944 c� Q� �. ! . (T) 516 457 5596 ' 0 4 Q �. 1 (E) nlckmazzaferro@verizon.net GATE .001�s t EEN. of rqt \00000091 % \ 1y \ \\ \rov CLEARING o \ Address V' \\ LOT 18 + �� STEIN RESIDENCE O Peter & Allison 0 CD z , `\ ;\\, \\:_,\, \,1 \q \ \\\\\\,\\, ,\ 63417 County Rd, Greenport, NY w ('Dn O \ \ LLr \ \ \ \ \ 11944 m �' 0 , �,'►�.\ Description \ ��� \ NEW DWELLING/STRUCTURE \I \" x \ \ \ \ \ rvo Ct FOR CONSTRUCTION o �\ a x� 1 00 �` a\ 1 1 0 Q ' � FEN. DATE: 12/11/2025 1 1 PROJECT NO: 1 ` ,'�I . f DRAWING BY VA CHECKED BY: DSJ � 1 O182 21 ! SCALE: AS NOTED N24 019 50 :0:t WWRF 1 ,y 3.a' uJ 1 ; S. EXISTIN•C PTI-TO 1 � � ', B RFB RF FMOVED/ 141111 \\'. REPLACE 1 \, /J O -^+TON WA TOR \ 1i j R MOV D � � � E f �, OO 4'WOOD FENCE TO RE GRADE TO REMAIN PATIO AT PAGE: w 1 ry�"� r FXGAVATFD FII L TO �,/4r.J \ PROPERTY-ONIDF A-4 1 Q Site Plan \ S n _ � n i 1 DOB APPROVAL: STAMP Scale 1/8 � o Site Pla co ed from Survey by Sc�alice USI) REVISION: 12/11/2025 SO � � Building Department NoD Ve00 rsion ZBA3 .41 a P1000-40.1 -18 370° , N '� C� - age 1 .34 co Low Density Residential �� NOWDOIN E, ■ oo".E�- • y =x Consulting Architect/Designer N37 p-� Community ] ] s 01 r,0. S 14 0 IWAVIDON 11 LTD 66.44 _ �e Iw ,:: �.:. ,a Yer- a> ' 85 Willow Street #71 w r Round Res*deb ce Orient, NY 11957 DAVID� SNOWD w ON-JON ES m (T) 212 518 1818 $ G n Primary R-80 (E)dsj@snowdon.us E 1640 G I 10ME E R {T',� of '" '•' '� . <�, �,:. .� ;. 'r r. n ' .� T. Nick Mazzaferro P. E. :j s; � P k O Box 57 Gr rt, NY 11944 r VVe n .00 (T) 516 457 5596 OP OF BLUFF .ja - r, �� µ (E) nickmazzaferr o verizon .net a-'. FRAM!.RESIDE?3C;> j} t.. Q l ` ON-TURF VEGETATED }raga 1lrrllll" UFFER-MIN'15' +' OECK EXISTING >L , FOF ✓.�rfy V`d i r o or M CEHAo ` S "�Q ZONING CHART Article XXXVI Residential Dwelling Size Limits +� ° '�•� ° �5 00"� LOT AREA: 56,812.59 O EXISTING o(f �4 7 ROJECT `ram° TRUCTURE ( BUILDABLE LOT SIZE: 31,936.54 SQ.FT [Added 10-18-2022 by L.L. No. 10-2022; LIMITING FENEE Q EXISTING HOUSE: 2,133 SQ.FT amended 12-13-2022 by L.L. No. 16-2022] �" Y Sg O ,�� f` I�f P t V EXISTING GARAGE: 537 SQ.FT § 280-207 Maximum gross floor area for residential - , RFso E XISTING COVERED q 16• �` '`'� dwellingsin R-80 District. �NCC ECK TO BE REMOVED ,2y�y J/ I EXISTING POOL: 476 SQ.FT , r WALc /,, ; TOTAL: 3,146 SQ. FT �` ss►oe�a� / ,3 I 9.9' '' '� LOT COVERAGE: 9,8% A. Maximum gross floor area (GFA): The gross floor area shall / !F � not exceed the permitted square footage calculated as follows: T ' (d) Lots containing up to 40,000 square feet of lot area: 4,350 FOOTPRINT INCLUDING COVERED PORCHES: 2,683 SQ.FT square feet plus 7.5% of the lot area in excess of 30,000 PROPOSED HOUSE: 3,135 SQ.FT square feet up to a total of 5,100 square feet maximum. P / EXISTING GARAGE: 537 SQ.FT e Lots u to 80 000 square feet of lot area:( ) p q 5,100 square feet W // ° I %� •;! rt / EXISTING POOL: 476 SQ.FT plus 5% of the lot area in excess of 40,000 square feet up to a /// Y..";' cud �;;� total f / TOTAL: 4,148 SQ. FT o 7,100 square feet maximum. � ��~ LOT COVERAGE: ° (2) In determining the maximum permitted gross floor area the �� � y Q TOWN TRUSTEES •I.t9f//i fr596 G E. 12,98/° URISDICTIONAL LINE 100' �, /-,a„y�,a„�,Ar:+ /'y /, / p`'-'i,. �, "✓ ij/ ) OWN TRUSTEES URISDICTIONAL LINE 100' LZ o followin rovisions shall a�, � , PERCENTAGE INCREASED LOT COVERAGE: 3,18/o a "LotgP pp y Address ( ) a ea shall have the same meaning as the area of a lot � �� m��„���.��'�� t� gj-�V� or parcel defined as "buildable land" in this chapter. EXISTING GROSS FLOOR AREA: 2,425 SQ.FT STEIN RESIDENCE DENCE v PROPOSED GROSS FLOOR AREA: 4,494 SQ.FT 520, o ALLOIWABLE GFA PER BUILDABLE LOT: 4,495 SQ FT Septic Submission to health ' ; WELL LEGEND Peter & Allison pdepartment by. ,�{I� I , o ,OR,OED ;� � EXISTING HOUSE R&M Engineering /� _ EXISTING PROPOSED HOUSE �11 63417 County Rd, Greenport, NY 50 Elm Street, Huntington, NY �11743 r FRONT YARD SET BACK: 141 ,2 11944 CA'Tit REAR YARD SET BACK: 66 5 Office: (631 ) 271 -051'6 , SIDE YARD SET BACK EAST. 52' > N SIDE YARD SET BACK WEST. 12'6" TRUSTEES/ZBA SCHEDULE s � o POOC _, r�, o ; GapA7�Rp0U �1 EXISTING HOME FOOTPRINT Description 1� �` ` I PROPOSED h .OSLA7 d ,f DISTANCE TO PIER LINE EAST. 40'2" \ �' ;��` or DISTANCE TO PIER LINE WEST. 57'6" 2 EXISTING WOOD DECK TO BE REMOVED ' :.� FRONT YARD SET BACK: 103'10" O NEW DWELLING/STRUCTURE oR,WELL E 24.7' G p ' vo 1 ( ) b REAR YARD SET BACK: 76'3" a, t T .N =m SIDE YARD SET BACK EAST: 49' REMOVE EXISTING BRICK CHIMNEY A � � "o SIDE YARD SET BACK WEST: 14'3" Y` 4 PROPOSED 2 STORY FRAMED r ! 24.1. 0 RESIDENCE FOR CONSTRUCTION W 4 �5 REMOVE EXISTING STAIRS z 1 �Z Y ~ Wa © REMOVE EXISTING STONE PATH • ' I C1(A WYWFIL nIV.10ED O PROPOSED NEW PERMEABLE GRAVEL ` `~ ~`' ' --�. �• DRIVEWAY 12239 ' s89°� ` `� 8 EXISTING GARAGE TO REMAIN '� Y O DATE: 12/11/2025 P ~ • �9 COVERED INGROUND POOL TO REMAINleo PROJECT NO: „� -- 00, FUJICLEAN CEN-7 SYSTEM WITH (2) 8' DIA �l fy'. DRAWING BY:VA X 8 EFFECTIVE DEPTH LEACHING POOLS CHECKED BY: DSJ d° :r r -- `'`~ • 10 WITH SPACE FOR A (1 ) 8' DIA. X 8' ED SCALE: AS NOTED FUTURE EXPANSION POOL (REQUIRED F ----_ BY THE COUNTY _ �- - I �- o 11 EXISTING DECK AND STAIRS TO BE - _ w O REMOVED , , ,A, ATO -- _ 7 , ; J . RQ�_0 DRYWELL TO BE LOCATED ON THE ~ - 12 LANDWARD SIDE. SUBMITTED PAGE: SEPARATELY BY ENGINEER. (1 ) 10' DIA X - '. - 10 ED LEACHING POOL A-5 Site Plan Trustees -Ro,4D 13 PATIO AT GRADE O Reduced to Fit Page DOB APPROVAL: STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 ° L. �y Consulting Arch i c / i ne *�FEIN RE . 85 Willow Street #71 Orient, NY 11957 Thursday, December I I th , 2025 f DAVID SNOWDON-JONES LAYOUT PAGE TABLE (T) 212 518 1818 PAGE TITLE (E )dsj@snowdon .us T-1 COVER SHEET G-1 GENERAL NOTES ENGINEER G-2 GENERAL NOTES A-1 SURVEY Nick Mazzaferro P. E. :« ^ A-2 SITE PLAN PO Box 57, Greenport, NY 11944 A-3 SITE PLAN TRUSTEES (T) 516 457 5596 „ A-1 . 1 EXISTING FLOOR PLANS (E) nickmazzaferro@verizon .net ta£ A-1 ,2 EXISTING EXTERIOR ELEVATION VIEWS «. _...... a ' z� A-1 .3 EXISTING EXTERIOR , a ,- ELEVATION VIEWS �-I- a _ > r IIY Xsa GARAGE t A 1 4 EXISTING/PROPOSED G 7- 7 ,a,w, •, y. R<,t Y s - - - l g A 1 5 BASEMENT PROPOSED .. A-1 .6 FLOOR 1 PROPOSED _ + _ _ — A-1 .7 FLOOR 2 PROPOSEDis i .8 ATTIC/S TO RAGE PROPOSED a A-1 9 ROOF PLAN PROPOSED A-1 . 19 ROOF FRAMING PLAN ,�t..et�,'.>e�"a°°-,ro;+•�'°wXn-;-p�'�.ncr�:;:�;;,,,a�ts,,,�p v•r,,,.a r, r w, u ! A 1 . 11 FLOOR FRAMING PLAN a w . A k: ti �w � P A L MI L FLOOR FRAMING AN f, <°3 Fe. YY „ P L FRAMING L § l A 1 13 FLOOR RA NG AN �a A :."Vat.,,v:•. Add ress , h A-1 i 14 WINDOWS V DOORS CHEDULES ¢a ^P' 4x P � x(F r E':,f, •rp , z p a f „ PROPOSED ��e� ��en�• : „ �f „ f A — wit ^`k q ?a F,1 9 a i � t f 1 . 15: STEIN RESIDENCE A PRO O ED XTERI REV ELEVATION Peter & AIIIsonAA1 16 PROPOSED EXTERIOR ELEVATION VIEWS :v'a:af s,1� vm ✓qan• — 7 PROPOSED SKY PLANE ELEVATION. A 1 . 1 ad 63417 Count Rd r en ort NY , � Ge Y p <��� gip, �'°' d •� :�,� t.�" ��: :. -,.�� ;F";�, 8 �a t t.x1M1 a , A 1 . 18 PROPOSED E D SECTION C TIONvl VIE WS :z i��R 11944, a� f� f'°n rat` � ;'.:'�f>•�° ! se�'• k aa.ya -yaw t C+t q»nP. A 1 1 PROPOSED SECTION TlONvIE VI EWS t. aw I'a , .f a 9}e P� < <% d3' alf i n ^a t, 'x2 q yg` h 4 9 ;stir .tea tea: - t, t ..- •,t .5., z f° n��on:�j,.'✓��4c tad,;•.$ ,C", . 1 3 � tY,Y, V4• 1 R FRAM ING EXTERIOR IOR 3 D Description k. •?. '�€ <t`�� :.•fin: t( ;j f < N F•/s.. i'X4 s E'.!b w' -E a t.. � 1 x9b a aF.y 8 ^7 t' { Yt X• d^, s i 3 by yy :F D a.�e a4 f.. .i ,a n!a g T RUCTURE a ff' R >6h § e if=4 a i., a'1f 8^a a �° •k,? S i N ` ^3: °a °gtl� ri r° t^ a ja b,x e a,•� ya t •i` -R , , M,. iJ Y�F {{ a; Fa 5 .4.i .A t , L.*^3 u,t £ .d •kif-p �jE ie 3 "f?• :;%'i, 'i of•,°. �.k a h 4ro••s,y" "I C' '.4 ' 1 x , " t< 4 fig,s s,y idl n e S' �n t' a a d^ Xx>� f ,i y s:. i ; a c a s, NEVI FOR CONSTRUCTION {� �•E i e ? Is ,S.fa, 't $•i. ,:£� v# .4 r� 1• vt, ) S 4' d'M i:'V' ^'�'�', t°n`Sir••a .; .. » ,,. .>`'a"4' ,.w,i' .,t 8x :;a ;da-.,..a.-a '�'-i+' ,. a > af. w E>`,�. ..�•x'_6��_ .•Pc; ,.>a� ,#;'-� x.r� 'r, .,! �°+n' ,.aXaE, to xr� aa', r .. e, t:, xasz d..s::.',.«� . :iA�:.i'•i,ae:s'::* _a'"k-'"<. ...C..'sa`A1 �-r�d ////' �//��,��//�� (Y/�y1��/'`/�/ql�(��' ��E/�((��, V V / {KG GgOARp #: DATE, 1211112025 t . PROJECT NO:DRAWING BY: VA Co CHECKED BY: D5J SGALF: AS NOTEDtill °��''•�^� �r �� c� °"• b57'�� x �N\l PAGE: -1 Cover Sheet Scale=NIL DOB APPROVAL:STAMP C"ONSTRUCTION NOTES 1 . WIND FRAMING REVISION: 12/11/2025 1.THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS; CODES - 2020 AS LISTED BELOW .................. .............. 6 B. RQ!QE SHEAMINr2REQUIREMENMEOR WIND-WADS INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE FOR uilding Department NoD Version ZBA2 SHEATHING LOCATION WAIL PAC-I I N G.AT-PANEL-EDGES] -NAI,L S,PACING AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1. RIDGE-TO-RAFTER ASSEMBLY: BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4" X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4. WHEN A SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE 8d COMMON @ 6" O.C. 8d COMMON @ 6' O.C, CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. ZONE INTERIOR ZONE j8d COMMON @ 6" O.C. 8d COMMON @ 12- O.C. 2, ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. GABLE ENDWALL RAKE JUN 4.2026 3.THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY. AND RAKE TRUSS j8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. _70WWGa0ARn0FAPPr_ALS MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE SHALL BE IN .................. .... ..... ........ .................... THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL 7, WALL SHEAMING 13EQUIREMENT-6 EQE MUMJ.QAQS STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE 5.THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT, SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR 4' EDGE ZONE 8d COMMON O.C. 8d COMMON @ 12" O.C. NS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY 3. WALL-TO-WALL ASSEMBLY: CONSTRUCTION MEA INTERIOR ZONE 8d COMMON @ 6"' O.C. 8d COMMON @ 12" O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ............ .... ... .............. ...... ........... SPECIFIC USE EXPRESSED OR IMPLIED IN: THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN Consulting Arch itect/Designer 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS N CaNZENTS, 0% ML R A"%, WNF& low& IL v 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANCY CLASSIFICATION PRIVATE HOME, R-ESIDENCE bNkJW1JUN 11 L I EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. OCCUPANT LOAD_ 8PEOPLE 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS BOOKCASES, SHELVING, PANTRY, CLOSETS, TRIMS, ETC. 4. WALL ASSEMBLY TO FOUNDATION: BUILDING HEIGHT +/-33'ABOVE AVERAGE GRADE 85 Willow Street #71 DESIGN CRITERIA I 2020 NYS BUILDING CODE/2017 NEC 9.WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT CONSTRUCTION TYPE TYPE V PER SECTION 5602 OF THE IBC CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND - Orient, NY 11957 I EXT. BALCONIES 60 SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER THE PLATE AND NAILED IN DECKS 40 DAVID SNOWDON-JONES FOUNDATION NOTES ACCORDANCE WITH TABLE 3.3b. WHEN STEEL STRAPS ARE LAPPED UNDER THE BO')TTOM PLATE, 3 INCH SQUARE ATTICS W10 STORAGE 10 1.THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT SPACING 1S TO BE SPACED AND SIZED IN DESIGN LOAD CALCULATIONS I ATTICS W/O STORAGE 20 {T} 212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS CODE 2.ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. 3. PROVIDE * EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR ROOMS (OTHER THAN SLEEPING) 40 (E}dS @Snowdon.us ROOMS (SLEEPING) 30 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: STAIRS 40 4.ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED GUARDRAIL5AANY DIRECTION) 200 WITH #S RE BAR, 18" LONG AT 120 O.G. USIE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6" O.C. A THE PANEL EDGES AND 12 O.C. IN THE FIELD,AIND 2,� INCH GYPSUM WALLBOARD ON N " INEff"" CATEGORY DESIGN FOR CAT. C 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4'THICK THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL EDGES AND 10* (O.C. IN THE FIELD SHALL BE IN LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION SAND OR GRAVEL FILL WITH 6N6 WIRE MESH REINFORCING, INTERIOR SLABS TO BE MINIMUM 4* THICK, ALL ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. (ROOF - FCLUND _AND,-GENERAL NOTES Nick Mazzaferro P. E. FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS [LAYERS). CNAILING SCHEDULE - GENERAL NOTE PAGE r- r, CAS? 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS- *'WRAWL SPACES TO BE PROVIDED WITH A IMINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8xl 6 S LANSANDWIN QW-S-CHED-ULE PO Box 57, Green port, NY 11944 FOUNDATION VENT FOR EVERY 150 SQ/FT' OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE APPROPRIATE LENGTH FIRE PROTECTION I SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 7. DAM ROOF EXTERIOR OF FOUNDATION �AVITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. �SMOKE & CO2 DETECTORS}.1, IRC, CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. (T} 516 457 5596 CONSTRUCTION CODE.A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 1 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLIING. 7. INTERIOR SHEARWALL CONNECTIONS: ....... (E) nickmazzaferro@verizon.net 8. DRAINAGE AS REQUIRED BY CURRENT N.M.S. CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMATTED TO BE INCREASED WHEN INTERIOR ................. SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE 114 ACCORDANCE WITH 2.4A.2 AND 2.2.4 I NAILING SCUEE)WX RESPECTIVELY. FRAMING NOTES PER NYS 2020 BUILDING CODE 1.ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNEICTIONS IN ACCORDANCE WITH 2. UNLESS OTHERWISE NOTED, ALL FRAMIMIG AND STRUCTURAL WOOD MATERIAL TO BE N2 + BTR. DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH, TABLE 3.5. _CLjM1C'&'Q_E R.A'PHfC 0, GN CRITEWA FIR. GROUND SNOW LOAD 30 PSF 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 161 O.C. UNLESS OTHER WISE NOTED. 9. CATHEDRAL CEILING ASSEMBLY.- 1 WIND SPEED (MPH 130 T - - - - SEISMIC DESIGN CATEGORY B 4. UNLESS OTHERWISE NOTED,ALL BEARIMG WALL HEADERS TO BE (2) 2:10 82 + BTR. DOUG. FIR. BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED WEATHERING SEVERE WALL HEADERS TO HAVE (2) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE FROST LINE DEPTH 3 FT.i BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. TERMITE MODERATE TO HEAVY 4- BETWEEN 4-1" AND 6-0"AND 2X6 WALL OPENINGS BETWEEN 541 1"AND 8-4". PROVIDE FIRE STOP AND : DECAY SLIGHT TO MODERATE BLOCKING WHERE APPLICABLE. WINTER DESIGN TEMP. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS 2. FIREBLOCKING ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED - BY CURRENT NYS CODE 2020 FLOOD HAZARDS YES 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFFAL CONCEALED DRAFT OPENINGS (BOTH VERTICALAND HORIZONTAL) BATHTUBS. FLOORS TO HAVE CERAMIC TITLE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. ------- UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: AMBEYJAMN-S 7. PROVIDE (2) 1-3/4- THICK MICROLAMS ( HEIGHT TO MATCH FLOOR CISTS)AROUND STAIRWELLAND/OR 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED S;PACES, AT THE CEILING AND FLOOR ADJ. ADJACENT MIN. h4INIMUM Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). LEVELS, CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 ALUM, ALUMINUM MR. hIOISTURE RESISTANT : 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS APPD. APPROVED MW. �MILLWORK BRD.A. STEIN RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED, CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. BOARD NIC. NOT IN CONTRACT : 9, PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0* O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2.ATALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL S BRK. BRICK OC. ON CENTERPACES SUCH AS OCCUR AT Peter & Allison UNDER ALL BEARING WALLS SOFFITS, DROP CEILINGS AND COVE CEILINGS BOT. BOTOM Os OUT SWING 10. PROVIDE INSULATION BAFFLES AT EAVE 'VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING As 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANID BOTTOM OF THE RUN. ENCLOSED SPACES CL. CENTER LINE OPG. OPENING 63417 County Rd, Greenport, NY ?! NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. I CLG CEILING PL. PLATE ; COL. COLUMN PLUMB. PLUM,113ING 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A MINIMUM y THICK, 4 PLY AR COX 4.AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE COL 9 11944 EXTERIOR SHEATHING GRADE PLYWOOD, PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. iCONC. CONCRETE PLYWD. PLYWOOD 12. UNLESS OTHERWISE NOTED USE * THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED CONT. CONTINUOUS PT, PRESSURE TREATED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER CT. CERAMIC TILE PNI PAINTED SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 3. PLUMBING � DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE Description kAj 13. ALL BATHROOM WALLS TO HAVE TTHICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND 1.ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER NYS. CONISTRUCTION CODE-2020. DIA. DIAMETER RPC. REFLECTED CEILING PLAN CEILINGS AND OVER FURNACE TO HAVE * THICK TYPE X SHEETROCK.ALL OTHER PARTS OF BUILDING To 2. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, DR. DOOR REQ. REQUIRED HAVE REGULAR f SHEETROCK. ALL WALLS TO BE TAPED AND FINISHED, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTrURE. VERIFY WITH THE STATE CODE DWG. DRAWING RM. ROOM NEW DWELLING/STRUCTURE : 14. ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE 9 WATER BARRIER OR AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM; HOLE SIZE AND SPACING FPERTAITTED. EA. EACH R.O. ROUGH OPENING APPROVED EQUAL, FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. MAKE PENETRATIONS OF CEILINGS, WALLS AND FLOORS CLEANLYAND CAREFULLY WITH A 118" MAXIMUM CLEARANCE : ELEC. ELECTRICAL SIM. SIMILAR TORCH DOWN TYPE MATERIAL OVER, AROUND PIPE. PACK THE SPACE WITH A NON HARDENING MASTIC. ELEV. ELEVATION SPEC. SPECIFIED 15.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, SILL PLATES TO BE 4. PROTECT THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER. ANY WORK WHI(CH IS DAMAGED, LOST OR STOLEN : EQ. EQUAL STL STEEL INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERN41TE SHIELD OR APPROVED EQUAL. PRIOR TO FINAL ACCEPTANCE SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. EXIST. EXISTING T & G TONGUE AND GROOVE FOR CONSTRUCTION 5.ALL WATER LINES MUST BE INSULATED,AND CODE APPROVED MATERIALS USED fFOR SOIL, WASTE AND VENT LINES EXT. EXTERIOR TEL. TELEPHONE 6.ALL PLUMBING REPLACEMENTS AND/OR INSTALLATIONS SHALL BVE INSPECTED 63Y THE TOWN OR ITS DESIGNATED F.P. FIREPLACE TBD TO BE DETERMINED ENI ERGY NOTES F.R. FRENCH TO. TOP OF REPRESENTATIVE PRIOR TO BEING ENCLOSED. 1. THIS DESIGN COMPLIES WITH THE 2020 IBC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 7. PLUMBING, AND ELECTRICAL, WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REQUIRED GALV. GALVANIZED TYP, TYPICAL j -:IDIAL MAP 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IBC. PERMITS AND CERTIFICATIONS OBTAINED. GW13 GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE REVIEWED BY ZBA HVAC HEATING, VENTING& VIF VERIFY IN FIELD DECISIO 13. PRESCRIPTIVE DESIGN -APPLIED AS PER CURRENT ENERGY CODE. THE FOLLOWING ELEMENTS ARE 8. WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED, NEW BRANCH N# I AIR CONDITIONING W1 WITH INCLUDED - ROOFIWALLSIFLOORS/BASEMENT/FOUNDATION VENTILATION. PLUMBING LINES ARE TO BE INSTALLED BACK TO THE RISERS AND STACKS. NEW SHUT OFF VALVES AS REQUIRED TO BE INSTALLED. INSUL INSULATION WD. WOOD DATED: (1_1/yba INT. INTERIOR WP WATER PROOF SOIL NOTES IS IN SWING XPS EXTRUDED POLYSTYRENE 1, NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL' ONDITIONS 4. ELECTRICALLBS POUNDS DATE: 12,11112025 . PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S, CONSTRUCTION CODE MAX. MAXIMUM �' JOF N, PROJECT NC: 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 35% PROCTOR DENSITY PER ASIM D 699 AND ASTM D 1567) 2.ALL ELECTRICAL WORK SHALL BE APPROVED BY TOWN ELECTRICAL INSPECTOR iOR CERTIFIED UNDERWRITER Mo. MASONRY OPENING COMPACT THE 50&AT 12" LETS (TYPICAL), CONTRACTOR TO HAVE FILL. TESTED BY A PROFESSIONAL 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOU*T AS PER THE IBC & NYS CODE. DRAWING BY:VA CHECKED BY. DSJ AGENCY FOR COMPACTION. fat SCALE AS NOTED 5. HVAC 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING ALLAPPLICABLE CODES AND SAFETY 'Alto. 051 REQUIREMENTS. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM, DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAVWING AND SUBI'MIT IT TO THE GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL, PAGE: G-1 General Notes Nil DOB APPROVAL:STAMP REVISION: 12/11/2025 r- -- — — — — — — — — --- — — Building Department NoD Version ZBA2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — _a_ — - numb S.2" 1 t.7 i-T JINN '4 2626 601 S6 I I r2'LAV I-I'T LkV 1,T'LAV 1;^2'L AV 1-*"2'LAv L L v V .......... 2-F`C­77 Z cc, Consulting Arch itect/Desig ner t �� , Second Floor D_ia_o,*4ram 85 Willow Street #71 _ _. ,__. ' 3f 8 in 1 3/8 in - - ft T1 Orient, NY 11957 DAVID SNOWDON-JONES - - - - - - - - - - - -- - - - - - - - - -- - - - - - (T) 212 518 1818 (E)dsj@snowdon.us I ER" I—— -A 1_7__] Nick Mazzaferro P. E. 0 1k 9% A A A A --,u bo ot ureenPOR, T 1 1 �14+14 x (T) 516 457 5596 L ----I (E) nickmazzaferro@verizon.net GASSER SER 3 I f � First_ Floor Dico'lluo"wam Gas 'Kiser _ _ __ ,- f # 3/8 i n - 1 fit 3/8 in 1 ft T ­ — — — — — — — — — — C)0 T Address STEIN RESIDENCE J , Peter & Allison V 63417 County Rd, Greenport, NY 11944 _w ', Basement Dian _ 6/8 in - 1 ft J 13116" MAIBEC AYC H2BO LIGHT Description GREY STAIN 'HOUSEWRAP- HYDROGAP ........... 314" PLYWOOD SHEATHING NEW DWELLING/STRUCTURE 2X6 FRAMING (2) Top Plate (2) Top Plate 2x4 and 2x6 Lumber 2x4 and 2x6 2x4and2x6Lumber 2x4 and 2x6 4" CLOSED CELL SPRAY FOAM + 2" ROCKWOOL Studs @ 16 OC Studs @ 16 OC FLOOR: 11/2" GYPSUM BOARD :3/4" Finish Floor FOR CONSTRUCTION Fire retardant wood Provide Horizontal 1/8" FOAM 3/4" PLYWOOD blocking as required Bracing as required WOOD FLOOR -FLOOR JOIST 2x10 a. 16" 0C LATICRETE q235 WATERPROOF 10FLIBRANE (1) Layer 5!8" Type (1) Layer 5/8" Type (1) 2x6 BOTTOM PLATE NJAL MAP 70 EXTEND MIN,6'UP SUR(ACE OP WALL ---___..-ANCHOR BOLT V`2" @ 4 OC XGBA EA. SIDE XGBA EA. SIDE LATICRETE 423�7 LATEX THIN SET MORTAR EWED BY Z13A ADDITIVE MT"LATICRETE 211 CRETE TOSS PILLAR POWDLI1 OR LA'71CRETE 3701 ECJsi0N# MORTAR AND GROUT ADVIXTURE WITH (2) 2x6 TOP PLATE LATICRETE FLOOR 4 WALL TWNSET Note: Note: )�ATED Ig 4' OC I ANCHOR BOLT 1,12 Provide 518 Provide 5/8 Fire retardant wood TILE OR STONE(See Spac-0 Cementitious backer Cementitious backer blocking as required 025 L ATAPDXY EPDXY GROU,T- board & vapor barrier DATE: 12/11/2 board & vapor barrier PROJECT NO: in lieu of outter layer in lieu of outter layer DRAWING BY:VA of GWB. at shower of GWB. at shower CHECKED BY: DSJ walls, TYR walls, TYP. NEW SIDING EXTERIOR WALL: SCALE: AS NOTED 13116" MAIBEC AYC H280 LIGHT 0 GREY STAIN �!&Ir�octn I�Iclep�,00l I�Ioor D�eld Engineered Bottom Plate Engineered Bottom Plate HOUSEWRAP - HYDROGAP i'C' 0 osa 2x4 and 2x6 3/4" PLYWOOD SHEATHING Wood Flooring 2x4 and 2x6 Wood Flooring X !2x6 FRAMING 4" CLOSED CELL SPRAY FOAM + 12" ROCKWOOL . 1/2" GYPSUI,�f, BOARD I PAGE: :................ G-2 IN U N Wall ' etail General Notes D 1 Tu rT IS 1HR RATED TYPICAL INTERIOR PAR TION 1HR RATED PLUMBING INTERIOR PARTITION in owmm ft DOS APPROVAL:STAMP Nil 1 /2 - 1 Sin = llft 718 in = 1 ft REVISION: 12/11/2025 B.11 1 Buiiding Department NOD Version ZBA2 BEARMS SHOVVN HEREON ARE rM 'BASED OIN LIBER 12648, PAGE 0337 SYMBOIL LEGEND �nI. 51 Ilk rl 141 { -____ j!, }""I F"t' - ,s<1-;IC ,,r ae. *.• ;� �' # b,� q r A;,, ,6��� t �° : rri ,� V; f" MA"l."01 e t,—W V f C A-` T Y L. -ect/Designer G sl"i onunow Archit 0 0 E, TT 85 Willow Street #71 Ln > 'Y 11957 Orient, 1\4 DAVID SNOWDON-JOKES > (T) 212 518 1818 43.18 (E)dsj@snowdon.us Cn :3 E21 0 > Nick Mazzaferro P. E. > M D r PO Box b�, Greenport, NY 11944 C) 0 (T) 516 457 5596 M 0 — (E) nickmazzaferro@verizon.net M E TAX LOT 19 WX 3.1 S"Tf Pit S25043 10"E 475.6 0. M.00, CAR • 3.4 .T.25\v, 165.87' OAR 45.2 C> T_ A AGE CIA 0 00 0 22 4 0 0 v co 0 0 C:) --�100 CA2 C6 <A;r 4 - - — - — - — ­4 LL1 355-84 CD 0' 6:3-0 00#0 < C) I0 6k C JG CD 04 n -47'00 .zs:J� 0 Address Z r—ND < Ice z 0 It- 00 STEIN RESIDENCE TAX LOT 18 X 0 0) 0 W , L N-� 0) 0 < it I. , A" Peter & Allison 'A Uj c1q > 1 63417 County Rd, Green port, NY V) 0 CD 0 V) C11) 11944 0 z LIJ 0 < M Cq 0 C) Description _'11111 , v 8018#20ttgr 239.18' —N249f9 '5000 gr L NEW 0L)"WELLIN"G b"T"Kft Us C T sun R E T 0 > n Ld N1 Z 0 bi TAX LOT ff Uj (10 "TIA" N 0 CL LIJ Full UUNSTRUt; U Uj < < 0 :D 0 0 V) 0 LOT AREA 0 Ld 56,812.59 S.F. Uj 1.30 AC. > n 0 FIND ry DATE; 12111/2025 J LOT AREA PROJECT NO: bi ry M DRAWING BY: VA TOP OF BLUFF CD CHECKED BY. 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E. j -FLOOR FIN.Sll-.s 0i3r'OTJar , .. � / reed C}rC IVY 1 p 1944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net ` Exterior E-le.vat.io-n of \1 -R� �' E3 € - — 1 ft � E < . "'IGHFST R=OGE 282 SStCI ��£r' fV✓"` ...__.. T .- _.. .__ -. .. � �� �� � 6�1. -. e'. g .1 mow®......._.^......__ --'--.---._-.. _.» Address STEIN RESIDENCE Peter & Allison 63417 County Rd, Green port, NY ( ry_..,•._ _ Lt C�R..FIN SH ND FLOOR 12,6 11944 CFJUNI . Description , i r t # fNEW DWELLINU/OftTrft 1 11 4N&Tl 1 m E „-1 • 1. i ': ; ', `' � � . 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(E)dsj@snowdon.us I C: r ..�� e;r .. _ `�'�`1 n� NGMNEEK r-s 1, SHWR E Nirk MA77aferro P. F. r 11 SOFT € t F Po Box 57, Greenport, NY 11944 {T 515 457 5596} 4 L _ _ J (E) nickmazzaferro@verizon.net QD t 14"J S,,d { +r '4 r PI'�y Pr 0 t r Address j .,:.m-H:.,.�,«.,._.._..... ..,..,,.,.��.wm«-�„o-m.,.�.<..,..Rn«,, ..,..,..» � _. .. R-....,....s»..,-,,....,..,.®.�«.., .«..,-,•»..,....a,.,M--,�.�o.,.....«.w,.«.«,«M..-..-.o�u..�«e+.,a-�..,.,....,,»�..„P...,..«..*,.,e y..*�«,�M....».,»�«-.,«,»w,,..«,-wd,,,g,..., «,.-.»w. � .�..�.. ....... .....,. 3 ! xC i d R CSTEIN RESIDENCE t Peter & Allison 88417 county Rd Green port, N r ; 11944 & ; 1 Description z2a � timIEW DWELLING/STRUCTURE t r , ! j f � 1 r f 3 1 ! CONSTRUCTION 7')�14,.7� FOR 416 1 Q�� � LNAL MAP r s a <,EVIEWED BY ZBA � } SEC LION# f Fi of JTED$ DATE: 12,11112U5 1 PROJECT NO: x` t CRA'ditdG B ':ts} 11 It g . t 01�--CKED EY: D5J f 9 ¢ r SGA E: AS NOTED PAGE: - . 5 17— Basement Proposed Scala 114" = 1 0 " Base _.._ _.._..._.__._.. . _.__._ . ._.......Prot-%osed__ .._. DOB APPROVAL:STAMP k. A I 1,,r REVISION: 12/11/2025 Building Department NoD Version ZBA2 c i E t 1 , 9C Sit" 9`-3 t-i PRO NOT Y•\� � t E F 'cu .. , Consulting Arch itect/Desw ner fill COVERED PORCH .. ._.$ 2"-O X 4'-P" i Nv'o�94 SO FT i, STEWS 37' 1111211 v 85 Willow Street #71 j COVERED PORCH 1 16'-2'X 10'-10" 175 SO FT I dent, NY 11957 DAVID SNC. WDON-JONES _- (T) 212 518 1818 (E)dsj@snowdon.us NU Nt= = "t I 'k 0 '" E R Dick Iazzaferro P. E. PCB Sox 57, Gre' enport, NY 11944 7, F }f LIVING& DINING ROO�':'1 `• w23 - (T) 516 457 5596 a E E (E) nickmazzaferro@verizon.net , J'i_� ell 11 • � ,'t I...www .. 1 ".,j,,,u,,.,._..,...�i�.<o,.,.,,, g i .. ". (.,..a IN It ®, 1 1 , F� 3 Address ` � 1 i x s' t STEIN RESIDENCE i , : dYf • i , .. _ -vv-mow'�.us" �Q .z-,s.nxxa�-_�.--r.s-n- t '��.�fr•' ,�, 7 SHWR - Peter Allison t 15 SO FT P i 7 J' ^ 63417 Count I �----� TR y Rd C r een port, NY MUDROOM ;� g 111944 32 SO FT 1 36 HALL f V��7 f i � 35 Sty FT 2"k 'OQ _. 40 escr ptio►n L ..,,••_,..•,.�_M1 mow...,,, ., � _ { � � � � ' � ,...... j (V ct DECK. Ou" "TRU UK -51 X$'-T J' +2 S €T E L 5 FOR CO" ISTRUCT101M ,.13 i'. � �� t f '�-_--"-"C�='-----�---•P'-1�' aye tk.,....•_......_..».._.., n ....�.._.._ _, kf�-�« • f I ai i � � dv +,� ...._.___........___..,.._.__........_...__...._._ .x,• _—._..._.___-_._.______.___.._._-.__-,.�.<______r<;.;.L - --r T•4 ?"•--'uc— Cfi2°' -'al. .............._r �a. ' • r r' 1 NAL MAP GRC}S S FLOOR AREA it t: 34 .FT. �EVIEWED BY ZBA k «., ` )ATED; 3 t d i i r DATE: 12{11,'212W ROOM PROJECT NO: DRAWING BY:VA �~ € CHECKED BY: DSJ } ' '' SCALE: AS NOTEC t� 1 Floor 1 Proposed Floor n (� ``. 1 1 0sed T �P w ._._..� Scale 1 i4 = 11 flit � .,._. _ D©B APPROVAL:S Ah Ilk— "r REVISION. 12/11/2025 f Building Department NoD Version ZBA2 vv I i E d g, µ xq ej� .. ...",a..--'-ST'S 4:l"_.,,_,.....�.,,,..., .._._.,...,"..�..,......_..._,.,.,"_.____-'__....._.......,..,_.._..,.___....._....,,__.._. .._....._...,.,.._._,_...._,._._,.....», ._".,...........,.�,. _.,..�_............_._..-....ski . .2 e ,.,........,....._.{�-4fi2°`,.._,.__,_..,.�.,.x�'2` ._,,__ .,,. .._,,..,,.,.,>t�•�2.7«_.,W____..,.. ....,,,....._..............,».„-�,. <• ___� 1,3712 112 s Consulting Arch itectl es er ALLiSOWS BALCONY BALCONY Ar Is 54 SOFT Li .. 7 85 Willow Street #71 SHWR - ' i !! Orient, NY 11957 i 78 5Ct FT DAV I D N O W D O N O Y/{/{/{yy��M�..����' { G Di f (T) 212 518 1818 MSTR BA E 14'_4'X T-I* i E 125 SO FT Af L'TSC3"&'S tF.iCE (E)dsj@snowdon.us CJ3: 63 E"X 12'_11 ? 'SO FT SO FT E _ .. - wEal N (43 IN" E E K"" j a _ __ � - i Nick I' azzferrc► P. E. Q '-3"x 3' i + 25 SO FT } ; < r f T PO Rnv 1;7 Pnnnrf NY 11944 0i4 Me ,.V ,®, �}-'a ,,. , ,.....____,.___.._......._. .______.7{c_ f ir►V R'l \:I M ' v• v v. . ."r ' L ,IST#�BR � � 1515 457 5598 - ' (E) nic mezzaferro verizon.net 1 S, r 29 w��T R HALL . ..' . .. .. M�—�.•. —' -- 1 22%V X 8'-3" 233$0 FT S53 a is�€� -} yI s"a i t x 51 y'e' � � [p S �FT a� 1e So FT rta {["" } 'y , r ti € i cy C7 Vx �' 1 ._._. .._ \ .'` ,,•,°" 4p' ._., GUEST E'i}�ft:1 `--—€Oa «tea_ *`P fIT T'X''gip"-�1-j" t i .. . LNC?RY ' � 1 0 t 2•�" i E � 6 x f � � a ' L._.,_ — _..._ ..,_... ,..M.. . DYL+�IT'S BE13qflOT'.T j, 'ddres's , STEIN RESIDENCE �e.w."...yr.w�'..__9r j--'3�-`^'-.-_'_P'.__.� _._._. _� '�, � "_^'y.�� �hff4 E t i`9j •'6�sir, ( a` � Defier Allison BATF, SHVM � .' _� -__ __ �_ _ __ 10,_ _____ . ,n, "_- - -' �. _ __ __ 58417 County Rd, reenport, NY X5'-C' i µ'� V-SV ti'F.0 T'-3 V2' m w....... ,__.®..,»..«..«.,.., m,.««....«.,..,,«..».,,.,.w.,.._.._«...,.:.....,> «.."..,.w.,......_..n..» , <..",_..,.... ,._,m«..... .. .-.-..,,_-....-._..-,.,._,.--•- r y, _i'•�"-^>+'-•'---__. ..�..-._.,..,....w.,....._.._.___....._'°'°";'.'1'z=2 t:7' ^^..°'«-^-.^a�_•.7•?t!�"yF, _��t�,;,Tr,�" ..ak_..._,.. .._"...�,_,�.. „r• _. �a`` 11944 � v I HALL . r r" k P +r ? 1 i'-2'X3*4' Description tion 37SOFT $� FOR C 0 No T GROSS FLCI®r�AREA t-I NA L MAP M 2,144 SO.FT. i k' REVIEWED BY BA a r�"�:"`'-�-•-.,,.,,e -'-�...�� � M TOTA.w.._.«.L:4,��4 SO, FT, DECISION# ��3 DAT ED " 1 F /jj J}P DATE; 12111 t2Q25 PROJECT NO: C3T�AV�tTti1G[3Y:U'!� CHECKED BY: DSJ r. "~ - SCALE: AS NOTES cojvy t }} o) PAGE: r .7 i Floor 2 Proposed2 E �- �, ,Scale 1/4to = 1 ' Off J \T_..._..__.__loor _ .`� ,. _. . , � DOB APPROVAL:STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 3. Consulting Arch itect/Desig ner 112' TO 1 2., q�NOWDU" N 11 LIM 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 . V (E)dsj 1 @snowdon.us VAULTED,CEILMNG HEIGHT 14' 10" 15-t,X I-AE7, E.". N C431 N E R 4 } � 3 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 ATTICISTORAGE (E) nickmazzaferro@verizon.net 34'-1 N _Z)SO F7 t. Jr NEW JA_ 4 STAIRWELL 7-10'X 12'4' 96 SO FT Address STEIN RESIDENCE Peter & Allison County Rd, Greenport, NY 111944 Description NEW DWELLING/STRUCTURE FOR CONSTRUCTION .'INAL MAP REVIEWED BY ZBA D�CISION# .. DATE: 12/1112025 PROJECT NO: DRAWING BY.VA V CHECKED BY: DSJ SCALE: AS NOTED PAGE: A-1 .8 Attic/Storage Proposed eme -%osed Attic/z0"3'toray _ t7�rQ,r DOSAPPROVAL:STAMP Scale 1,14" 1' 0" Ile" i REVISION: 12/11/2025 4 B ifding Department NoD Version ZBA2 f } } �.h 6 a A 5 S € + consulting Architect/Designer 85 Willow Street #71 Orient, NY 11957 i DAVID SNOWDO f- ONES (T) 212 518 1818 (E)dsj@snowdon.us ENG1Nt:LR Nick .l .azza erro P. E. 1r:)v Du Y e r r 6 . . ,< tg ; (T) 515 45`� 5516 : R (E) nickmsZZeerroVeriZon.net 5-7 l ` t E § Address F STEM RESIDENCE Peter & Alison i 53417 country Rd, Oreenport, NY 11944 Description CONSTRUCTIONFOR INAL MAP p�EVIEWED BY ZBA [DECISION# �s"3 DATr-D DATE: 121112025 r DRAY'A1+3G BY:VA CF7ECKEC BY: DSJ �I SCALE: AS NOTED 0 PAGE: .o Plan Pr opoed � . . _ ___ .._. . .. _K00f Plan ..._..___. Bcage 3/4" = 1' 0" __ DOB APPROVAL.,STAMP 1 /4 i 1 REVISION: 12/11/2025 Building Department NoD Version ZBA2 8'-9 1/4" 8'-83/4 20f-6t' 71-211 7f-2f' MAWNG SC FIRAMING ROOF NOTE SCHEDULE FRAMING ROOF RAFTERS 2X8 CITw. Y NOMINAL LE��GTH TYPE j 01 NAME , ( I % I G5 3;81' LUMb,77 FRAMING RAFTER RIDGE 2X1 0 4 2XIM LUMBER RAFTER I 2XIC! I'ID 1316' LUMBER FRAMING ROOF RAFTER 2X10 FzZAFT'=R I 2XIG 11311, LUMBER 2X10 FRAMING RAFTER RIDGE 2X12 RAFT;-::F i -------- 132 3-8' LUfAB=R I RACTER 2XIO 173 5`8" LUMM-ER RAFT;ER I 2X10 176 lilG" LUMBLIR Consulting Arch itect/Designer RAF-TSR 1 2X10 21 C 314 LUMBER RAFT;_ 2X10 21,2 1jS' LUNISD7 RAF7 E'R 15 2X10 23T, LUMBER RAFT:R 15 2XIO 243 3i4" LUMBER N RAFTER ILUMBER 2X10 3T L 2X10 43 1/2" LUMBER RAF V/ RAFTER I 2XIO 6131,16" LUMBER RAFTER 2X W 52 T32' LUMBER 85 Willow Street #71 RAFT:-=R 2VO b13 I i 11,61, LUMBER R41-TER 7tB" LUt'.1BCR Orient, NY 11957 p RArTER 9'i 51 Ell LUMBER b RAFTsEk 2XI Q 2X5 b 16 LUtABP_R ii it i RAFTER 2XF1 Cl) T; R DAVID SNOWDON-JONES RAI: co 2X6 3 3!1{3, LUM 5,E��R if W,,F TE 2X6 age. r6l, LUM.Ef:-R zt RAFT P118 (T) 212 518 1818 1 2X.5 7 LUMBER RAF I i 1 2X F 120 3,8�' LUMBER —R/4zT E R 1 2XV, 125 1,16 LUMSE:R oil 2X6 134 7, ' LUMBER III �h.•)dsj@snowdon.us RAFT_;:�R I 2X:b 136 T8­ LUMBER RAFT�_�R 2 X-3 ILI 7 1'4' LUMBER 2X8 157 LUMBER RAF I��.A ' 5161 RA`,f I R 2X8 BER RA��TER 2X5 145 31b" H 7Tt-R 2XIR 14'� Wk!BER EN002" IN ' R RAPTER 12 2X8 159 1161, LU%1,'KR 00 'TER "65 IdIT TUfT=R 00 RA 2 2X8 ell% A I A A .4 1^ 2Xf 165 3,4" Nick Mazzaferro P. E. d4 1AU VV if;_11 V Zvi UL-1 LUtVB�=R RAPTER 74 V811 8v-8 1/211 T Z -1 1/4"' PA;7TER 2X8 LULTER T PO Box 57, Greenport, NY 11944 Rk�%R 2X6 W5 114" LULIBER RA;::7 ER RA-'TER i 18 518, LUV6ER (T) 516 457 5596 RAFTER 26 -183 3,T 6" 1 LU fit,S�--R RAF VrE R 4 2kS RA,7-4 E R 4 iuwt 34' LULIBER WFTER 2X8 26, C7' LVABER (E) nickmazzaferro@verizon.net 2X8 3351161 LUMSER PA,;:TER 2X8 aS 7/16, L'U&SER RAFT;-::R 2ys 7 716" 1 WtABER R A F TE R 2XB 605 1 ILL11111BER RAf-f---R 2)" �3 i;�" L U ::."q RAFT'_'R 1 2X8 -R RAF 7 f 1 2YS 6 2 1 L UMBER 2X8 ;E�2 H RAFTER RA;-7 FR 2X5 65 3,141, LUMBER C-1 1Z -- - - 1 4� I t 2X8 7 4 f� LUV43EP RA;7T_-`R RAFTER 2 X S' 76 T8" LUiV1b_=R RAFIL 2X8 ?7 5!81 Wh"BER R RA�'TER R CC 00 7;F RAFTER I 2X8 Wi�-TER e_C; LUM-5=ER RA;-Tf--k 2 K3 9 1el L U S,1 B--::R RAf-TER 2X5 9133" Z RAFTER 7 2XF1 '2' LLIMB="R RAFTER 2X8 -97 2:1,61 L U kt.,B E R Lut"16E Ii RATTER 2X5 G Z'A R Ef RtV_�Tp_k R 1 C GE 2 2X*10 'E RA5-IER PUCG 2X10 7:1�3" LUf1AFC_R RAF f_-�R 14.1_'kG E 2X10 1.6 3z 16" LIUMUIEH RAFT E'R RIDGE 2X�o 1�j2 6" LUMBER ------ HA�'T�_:'R R 0 G E �X. 11 LIU M,;3 E R RAFTER 2X10 .......... LUMBER >4 1RAFTER R,"QGE 1-1 2XC' I il 71' LUMBER C_ 2XIO 21 LU V, ::::az:::�� _-A RAfTER RZD -TER R'!DGL- 0 i 2V 24 0 4" LUIAGER -R R�0(_'-E 2X 2151 LUM=R RAFTr _R i ft f R F 1 0 C,L. 2X*�G 252 1',T' LTOBER 'SAL FER R:31'-f-- 2XIC 25�51c, LUt!KR Address RA�7_,ER R�ZSGE 2XIG 2,'4' ;DGE 2 2)r,'131 LUkIBER R*:iFPR R RAr_T iTROGE 2 2X"G 53 Tit,6 LUM3-PP RAFT E.�R R le GE 7 STEI1h ' RESIDEk 'CE ,J" 2X C 7 a b I RIV:TE R 10 G E I 2X'2 4%) LE, -RKDGE 11 RA; 2X�" 47 15:11C LUMBER RAFTER R�DGE 4 2 2X-S 77 LULTER Z( Peter & Allison S,4j PLATE P y SH0L PLAi E T, 2 A wo'B-zR SHCE PLA TE t 2X6 24A 3:6" LUMBER SH�JE PLA;i� 2 X F� 6 15116" 63417 County Rd, Greenport, 11944 9 -4 1/2" - N 111-811 19'-9 112" Description NEW DWELLIN 'L*i'/Oob"'TRUto.*."#'TUg*m4E 0) co N F 0" R C 0 ON"S T R U C"I"I 0 aNs FINAL MAP REVIEWED BY ZBA DECISION# I If DATED' DATED: it ­31- A,D TE- 121' 412025 PROJECT�40: jZ C RAVi?,IN IG SY:VA CHIECKM ISY: DSJ 8 -4 114 SCALE AS NOTED 9' 3 314 PAGE: r^ m f A It= -12 A2 V� Koof Framing Plan f Scale 1 /4" = 110" DOB APPROVAL.STAMP REVISION: 1 211 1/2025 Building Department NoD Version ZBA2 .�g r f " ID� F FRAMING FLOOR NOTE SCHEDULE Y • >..-.«.>...m..,..+..mwr...-.......>.-<a".........,....me,«w. aw-w,.r,,......<..... ...«....,»..s.r«..<..w.,..»...d......... ......w�. -x.,... n,., ,._ « ... ..< .. .. s FLOOR JOUST (A) t3 BCI �4S 2. - 11 71811 18„ i rr rr OC { 3 NAME QTY NOMINAL LENGTH TYPE �. ` k OR i JI rJL1V 11JU 1 0�✓ f E3 CKEiCAtvt 1 4X£� 1213r16 Lkih9iacit CJEC:K BEAM 1 4X8 63 7i16" LUMBER FLOOR JOIIST B BCI 6000S 1 .8-9 1 J2 1 " t�C a` _ f DECK BEAM 1 4X£3 65 11.'16" L�NIS� it DECK POST 1 4X4 15 118 LUMB;' f �`-�' i •••^• a DECK POST' 2 4X4 18 V*' LU�IE3EFt O R TJ I - 21 U - 9 1/2r' 16'r OC _ Consulting � Arch J(�' �» ,p #` g DECrK POST 1 4X4 24 13'16" LUMBER 1 � �l i�(� i 4�1 !' /{.� n # BEAM #1 `" DECK 1 4X4 253"8" LUMBER :J > >> •• i DECK POST 2 4X4 3t3 1;E3" LUF�EsEF� w•� W 12 X45 A.36 STEEL � �'-- ' � HEADER � 1 3.r4 x�3.'8 103 1i"2" LtJt:�BER B �"' HEADER 4 2X6 39lr2" LUMBER5' N (0)" W D 0%JP"*' $ a I;' FLOOR BEAM 1 1OX12 124" LUr' BER �� # FLOOR BEAM 1 IOX12 8$11I16" LUMBER ' W1 X45 A V STEEL I ; , FLOOR BEAM 1 2X10 12 " LU11 MBER ���, Willow i I10W �tr�;r�t #l 1 < FLOOR BEAM f 2X9J 124" LUf�4I3� i-t BEAM #3 '' '' t FLOOR BEAM 1 5 12 X 12 346 7t 1u" S�TFEs_-4 C�,. s < . a 5 1�2 X 9 ! 3,16 STLEL-t 1 314" 1/2r' VEIRSALAM E ,; .a .�. � , ��< . M. _.., M , .. .._�_ a�X 1=16" r.UNI8FR Orient, NY 11957 FLOOR BEAP1 1 342 POST 2 ,,) 9fi 1 � rr r� _..��; ' POST 2 1;z "s��4' R�lk,�,�C3 USE HAUNCH FOOTING UNDER WALL 18 X'12 �{ t V DAVDNC}WD(�//��) {�//��j� ■{■.wry(/\ry��•� •w. IJ 4 REBAR Y I�l� �! �ire rr/ Q7 FOOTING 3611 X 36rr X 121' E (T) 212 518 1818 2 4 REBAR w E ds` snoWdon.us -1 .I �„ FLUSH HEADER TYP __ 16 _ — _ 21'- 1 —W 13"-� 3l4" PERGOLA ......... emu ._., T, N I N ,.r Nick Mazzaferro P. E. (T) 518 457 5598 ' � b 3' .,,,,• PP � 3 a i � �, � rw� (E) 1 ftc�4 '/�F`/`�'�/.�.p{f/���y*� {p�'y}� //�y� � [�'�y}yy�y �yy+�/+�+4...► r�azza erro@ver zo ® et 00 SS Tar I q{ :? j( �� F; �33 � •F�:�''<x, ` " t _ 4.1 s I € • U°057 I Q a _ «re w. < msew...uy,..<.<. -,, w-.., .e <arr.-w•e m�•u•<x.x x-ro<z< ry•.•x r n.> +•. ••••••» ^••�'• R,. i x g. > a.,,. ..m<.aa>aW�w.<„ -»„,,.>•c m.<y ww.w.«r.�w.w+ax w..». .-,.«. ...... ...»... ,� .• � . '��'• ••'� �•� _ d i s STEIN RESIDENCE '$ ¢¢ Peter & Allison � �' w ' ;.ce»..r axy<+rm»...yawavr-w«zwa=ew-.,.ma�a.•�a..,e.aa.nz,m:.*+..:�xwnJ...+awi.'+-vm<».,y«-d-. � ! _..... .. ............... <iV$ .' 63417 County Rd, Greenport, NY 11944 Description .F '• FINAL MAP q=R, REVIEWED BY ZBA DECISION# <� 3 �• �R.{; y Iry DATED: a 0 gg HATE: 12.11112025 ' a PROJECT NO: tee. DRA%1\11NdG SY:VA CHECKED BY. aSJ SCALE: AS NOTE[ f AG ._.. First Floor Framing,Floor Floor Framing Plan __ i/ n == 1 Tt Beale 1/4" = 1' U" DOB APPROVAL:STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 x FRAMING FLOOR NOTE SCHEDULE °} _ . N LE ERA f FLOOR JOIST (A) BCI 60S 2.0 — 11 7/8 @ 16 OC NAME QTY NOMINAL LENGTH TYPE t OR TJ I - 300k - 1 1 7/811 1 C,t{' OC HEADER 2 1 112 X 8 718 116" LUVH;-:� HEADER 2 1 1f2 X 9 7/s 1U: 112' LUh'I? F2 FLOOR JOIST (B) BCI 5000S 1 .8-9 1/2 @ 15" OC FLOORHEADE 1� 3 11a 238 V LV��rI3u�� FLC?C}F2 BIWAPI 1 3 112 X� l/2 238 1�8" LVL n •, HEADER 8 2X6 33112" LUMBER OR TJ I - 21 01 - 9 1/211 1 6t' OC __�.�__a _._ FLOCK;BEAM 1 3 112 X xJ• 1/2 260 114� LVL - +� • _......__..................... _.. . . _ t Consulting n g /tea r r, BEAM #4 `' � FLOOhtIBEAty4 1 a112 X 12 347��16" TEFLR � l � �` �*✓ �� �� �•s �� 1 � � !; FLOOR BE 1 3 112 X 9 1/2 42 3 11�r" LVL W'12 X40 OR W10 X49 A36 STEEL BEAM ; ` HEADER 2X6 a�' L ��1B � N 00"W D" 0"' N I I L T'U"" HEADER 3a 2X6 431/2" LU,.IBER A _ z �. e� t {ti !. 3 HEADER 6 2X8 65" LUMBER 2 1 3/4" X 9 1/2" LVL W/5/8 ' STEEL PLATE r ; ;, HEADER la 2X8 77" LUMBER 5 Wi110W Street #71 SEAM #7 HEADER 2 5116 X 1 112 385116, LUMBER H+POST 2 7/8 X 1 1i2 40 13 8 LUMBERROUND Orient, NY 11957 _ I�as f 2 :� v2 Ins��" Rt�s�t�,I� 2 1 3/4" X 9 1/2" LVL W/1/2" STEEL PLATE ; osr 5 1i2 121t rzou� D BEAM #8 ``' DAVID SNOVVDON-JONES 2 1 3/4't X 9 1/2" LVL W/3/4" STEEL PLATELO $ c; FLUSH HEADER TYP T- �'_ �,f (T) 212 518 E3EAM #5 21 -9 1/4 13'-2 3/4" (E)ds 'SnQWdQri.us t {f 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATENic . -... ` d -. .W.« .«... ..,..fie° .»...___.,,..., .. ...............A•.r.,_....:.. ,. ;:: -"«..,r.� I _...._..,.._._...._,. _...».._.. a".._...,--..._ i {t { {{ f �, PO Box 57, Greenport, NY 11944 1 9 -5 1/2 12 -2 3/4 E , — 13 -2 3/4 ^ t (T) 515 457 5595 Co (E) nickmazZaferrO@verizOn.net Oki § t Address r y ... i STEIN RESIDENCE ii Peter & Allison f 5417 County Rd, GreenpOrt, NY f ! '{ j. €. Jif 11944 ' -- Description h, NEW DWELLINGISTRUCTURE CONSTRUCTIONFOR FINAL MAP 1 f • REVIEWED BY ZBA fill DECISION# DATED: a� DATE; 12/1112025 PROJECT NO: d DRAWING BY:VA CHECKED BY: DSJ -- r SCALE: AS NOTED "l '.AGE: F ,1,00r1 Fra-min Floor A-1 .1 2 Floor Framing Plan �.._ � 1 /4 in � Scale 1/4Of _ 1' 0,1 ,,,_ R3C)8 APPROVAL:STAMP E, REVISION: 12/11/2025 Building Department NoD Version ZBA2 t FRAMING FLOOR NOTE SCHEDULENG FLOOR JOIST A BCI ooS 2.0 - 11 718" @ 1611 aC F ED-UlnE NAME C2TY NOMINAL LENGTH TYPE ,, `v < OR TJ1 — 350 - 11 7l8" 15rr aC :� 1, X 11 08 141 1/2' Lt B R q O f;L.1 DER 2 1 1i2 X 5 b18 85" LUMBER FLOOR JOIST (B) BCI 6000S 1 .8-9 i/2 @ 16 i HEADER 2 2X10 76 3f4" LUBBER rr er HEADER 2Xa 271/2' LUh1BER OR TJI 210 - 9 112 15 OC - --' �--�---� DrR 32 2X 1/2" LUMBER p � R 2 ?.X°> 391f L7EAIV1 #� HEAD fd 40 2X6 43112" LOMBERConsultingArch!' e.7 r 2 2X6 45118" LUMBER 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATE ; I K:-AD=R 4 2X6 63 112" LUMBER HEADER 2 2X8 851, LUMBER !, 40" 20WE)ON If U11"Ll"J" B EANA # t 0 _ -LC}C3R BEA10 2 3 112 X 3 1,2 155 5J8" LVL :�i ,.._... _ .. ......_._.; .,,...,.._..,.__........ : ::.. .............._LL..,:- ,., i ... ._ € FLOORE3Er,t�i 1 3 112 X 9 112 427 114" LVL 2 1 3/4" X 9 1/2" LVL W/5/8" STEEL PLATE _. ...LL {I FLOOR SEAM 112 X 9 1f4 263 3/4" STEEL-1 . {,ry }� "� b 1"LStaf?BEAM 1 5 V2X c€112 97 3 LVL 5 Willow Street t 1 BEAM #11 � � � POST � :�1i2 � , sb 3:P" r�aur�o J W12 X40 OR W10 X49 A35 STEEL BEAD Orient,�' NY 11957 2 L rr LVL 1 3/4 X 9 1/2r+ t�. s ) DAVID SNOVDON- O 7 L �/L 3/4'r 9 1/2'r gI'�t E S iT) 212 518 1818 E d j@Snowd n,�u ""ONGINEtER ' Nick Mazzaferra P. E. ' J b (T) 1{ • 64 6 5...,• a .. raw �^ •. •� S� .r.-.-......,.vim...............�F 4 1 - 12 21' ,� �, (E) nickma �Z f rro@Verizon.net _ _ .... ' " -E 3 112 13 --3 112 3--- --—-- € tlp 1 ` co CN 04 -49 }n� } 15r-5 1/2" -- 9 -5 1/2 �. 12 -2. 13 -3 1/2 fi 1Ff4 Address d e : STEIN RESIDENCE Peter All**stun '1 7 Count d, Greenpert, NY` 11944 4_ Description NEW DWELLING/STRUCTURE FOR CONSTRUCTION p F f x b ' z FINAL MAP REVIEWED BY ZBA i l � it DECISION# LS DATED: a DATE; 12i 11/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ E i 1' SCALE: AS NOTED € , € 'PAGE': \ .-F..ra....rnJn r-- �, Floor Framing Plan ,t Y�, . -...- . rig A-113 ti-c- 1 /4 in 1 Tt DO APRR0Vk,.:STAMP REVISION: 12/11/2025 Building Department NOD Version ZBA2 Consulting Arch itect/Desig n er 6,10 D.00 f;rbEQ1flLE# FLR. QTY ROOM SIZE RIO DESCRIPTION # FLR. QTY ROOM SIZE GLAZING TYPE DESCRIPTION R(O A.F.F. H.H. EGRESS COMMENTS 85 Willow Street #71 1 1 LIVING &DINING ROOM 81090 106112"X1081/l MULLED UNIT VINYL SINGLE CASEMENT-HL ANDERSEN 2 DI W1 0 1 BSMNT 3030SC DOUBLE PANE WITH LOW-E 400 SERIES 36 1/2'X36 1' 48" 84 REF 22457-NORTH SHORE WINDOWS 631676 4800 Orient, NY 11957 D2 1 —1 GARAGE 3070 R EX 38"1 EXT. HINGED-SLAB D I BATH 3030SC DOUBLE PANE WITH LOW-E. SINGLE CASEMENT-HL ANDERSEN D3 1 1 GARAGE 9070 11 0"X871" GARAGE-WESTFIELD SOLID 7' W3 0 400 SERIES 36 112"X36 V2" 48" 84" REF 22457-NORTH SHORE WINDOWS 631 676 4800 AVID SNOWD ON- ON D4 1 1 HALL,(PO`AfDER ROOTl W4 1 1 POVVIDER ROOM 3440SC DOUBLE PANE WITH LOW-E 40 112"X4 8 2660 R IN 30 1/2"X96 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN 12" 48 916" REF 22457-NORTH SHORE WINDOWS 631 676 4800 1 " D5 I I HALL�'FAMILY R00%ii 3480 R 42"X98 112" BARN-SLAB 400 SERIES (-j-) 212 518 1818 D6 I I HALLPW.I.C, 2680 L IN 30 1/2"1 SINGLE CASEMENT-HL ANDERSEN 1/20 HINGED-SLAB 1 POWDER ROOMt 3448SC DOUBLE PANE WITH LOW-E 40 1112"X56 1,1" : 40" REF 22457-NORTH SHORE WINDOWS 631 676 4800 400 SERIES D7 0 1 COSTCO STORAGE.MSMNT 2680 R iN 30 112"X96 112" HINGED-SLAB E)dsj@snowdon.us SINGLE CASEMENT-HL ANDERSEN -i D8 1 2 LIANG & DINING ROOM 5,090 L IN 62"X1 10 112" SLIDER-GLASS PANEL ANDERSEN 400 VV6 1 6 FAVILY ROOM 3440SC DOUBLE PANE WITH LOW-E 400 SERIES 40 112"X48 1;7 148" 11 961, REF 22457-NORTH SHORE WINDOWS 631676 4800 SERIES SINGLE CASEMENT-HL ANDERSEN D9 1 2 LIVING DIN',NG R0OfA,'COVERED PORCH 6090 L IN 74"X 110 112" SLIDER-GLASS PANEL ANDERSEN 400 W7 1 2 GARAGE 3448SC DOUBLE PANE WITH LOWEE- 40 1?2*`X1r-6 Irz 4-0" 96 REF 22457- NORTH SHORE WINDOWS 631676 4800 SERIES 400 SERIES a & SINGLE CASEMENT-HL ANDERSEN ENUINEER SLIDER-GLASS PANEL ANDERSEN 400 ]W8 1 1 KITCHEN 3440SC DOUBLE PANE WITH LOW-E 40 If2"X48 1/2' G(r, 108" REF 22457-NORTH SHORE WINDOWS 631676 4800 3 LIVING& DINING R001M,?COVERED PORCH 6090 R IN 74"X 110 112" 400 SERIES D11 I SERIES SINGLE CASEMENT-HL ANDERSEN 2660 R IN 30 112"X96 1/2" HINGED-SLAB 1 2 LIVING&DINING ROOkl 3440SC DOUBLE PANE WITH LOW-E. 40112"X43 t7" 48" 96 RE, 22457-NORTH SHORE WINDOWS 631 676 4800 D12 0 1 BATHfBSIl 400 SERIES I I Nick Mazzaferro tic-I&O'l r I.S..)EIl'11" -4 A I I I I N,41 in PnnilAt(,­i ST R IN 4391l V9 SLInFIR-SIAR C'i 40 l,2'X4b V2" 40" 80" REF 224 0 111' - f I '�']W`10 12 1 SHAfR 3434SC DOUBLE PANE WITH LOW-E '*"""% 1 1 57- NORTH SHORE WINDOWS 631676 480 PO Box 57, Green port, NY 11944 D14 I I MUD ROOMfDECK 3090 L EX 38'X I 11" EXT. HINGED-GLASS PANEL CUSTOM 400 SERIES I DOUBLE GLAZED MULTILOCK M W11 12 1 OPEN BELOW 61187 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 83 I1EXI03 112' -23" 81101 REF 22457- NORTH SHORE WINDOWS 631676 4800 ��� 516 457 5596 ID15 I I KITCHEN1,1LID ROAM 2670 L IN 30 112"X84 1/2" HINGED-SLAB SINGLE CASEMENT-HR ANDERSEN D16 I I KITCHEN.fPANTRY 2670 R IN 30 1/2'X84 1/2" HINGED-SLAB W12 2 1 DYLAN"S BEDROOM 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 112l'i V2" 40" 90" REF 22457-NORTH SHORE WINDOWS 631676 4800 SINGLE AWNING ANDERSEN 4130 (E) nickmazzaferro@verizon.net IW13 D17 11 1 POOL CABANA 3070 R EX 38'X8"r' EXT. HINGED-SLAB 7:" 1 VAULTED,CEILING 14' 1-0- 2020AW DOUBLE PANE WITH LOW-E 24 1/2"X24 1,2" 664" REF 22457- NORTH SHORE WINDOWS 631676 4800 D18 I I POOL CABANA 5080 LR EX 6 2'X 93-0 EXT. DOUBLE HINGED-GLASS PANEL SERIES I SINGLE CASEMENT-HL ANDERSEN ill 48" Pg" 71W14 ,11 I PANTRY 3440SC DOUBLE PANE WITH LOW-E 40 1 774F I.,', REF 22457- NORTH SHORE WINDOWS 631676 4800 D19 1 1 POOL CA8ANA,"P0VDER ROOM 12670 L IN 30 1/2'X84 112" HINGED-SLAB 400 SERIES 50 R EX 24"X63" EXT. HINGED-SLAB -HL AINDERSEN' j D20 I I S14WR 110 W15 1 1 POOL CABANA 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT 40 4;l 112" 47% 96" REF 22457 -NORTH SHORE WINDOWS 631676 4800 1 1 400 SERIES D21 2 1 ALLISON'S OFFICEIIIALLiSON'S BALCONY 6,360 L IN 82"X98 112" SLIDER-GLASS PANEL ANDERSEN 400 SINGLE CASEfv4ENT-HL ANDERSEN OF I SERIES W16 11 1 UNSPECfFIEDI.IVING DINING ROOM 3421 SC DOUBLE PANE WITH LOW-E 40 1/2"X25 1�2" a 25' REF 22457-NORTH SHORE WINDOWS 631676 4800 M D22 2 1 ANNABEUS I3EDRO0Tl,.1.`1BALCON'Y 12070 144 112'"l 112" MULLED UNIT VINYL 400 SERIES 4, SINGLE CASEMENT-HL ANDERSEN D23 2 1 BATH 3!GUEST BDR'T0 2668 L IN 30 112"X80 112" HINGED-SLAB W17 2 2 ALLISON'S OFF3CE 3434SC DOUBLE PANE WITH LOW-E 40 192*'X40 112" 40" 801, REF 22457 - NORTH SHORE WINDOWS 631676 4800 400 SERIES D24 2 1 BATH 3 Kl 2663 L IN 30 1/2"X80 1/2" HINGED-SLAB SINGLE CASEMENT-HIL ANDERSE �mmN W18 2 1 ALLISON'S OFFICE/ALtISON'S BALCONY 3480SC DOUBLE PANE WITH LOW-E 40 1f2"X96 V2' all REF 22457-NORTH SHORE WINDOWS 631676 4800 A D25 12 1 SHWRtBATH 2 2480 L IN 28 112"X-QG 112" HINGED-GLASS PANEL 400 SERIES D26 2 1 BATH 4AN.I.C. 2670 R IN 301/2"X84 112" HINGED-SLAB -E SINGLE CASEMENT-HL ANDERSEN O 1;'2"X,40 11Z' NORTH SHORE WINDOWS 631676 4800 W19 2 4 ANNABELS BEDROOM 3434SC DOUBLE PANE WITH LOW A 40" REF 22457 400 SERIES D27 2 1 DYLAN'S BED,R00%MIBATH 2 2668 R IN 30 112"X80 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN V. ' D28 2 1 DYLAN'S BEDROOM.,HALL, 2668 R IN 30 112"X80 112" HINGED-SLAB W20 2 1 HALL 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 10 112"XA0 1,124' 40"' 80 REF 22457-NORTH SHORE WINDOWS 631676 4800 D29 0 1 MECH;TISMNT 2680 R IN 30 1/2"X96 1/2" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN D30 2 1 GUEST 8DRINA1HALL 2C368 R IN 30 1/2"X80 112" HINGED-SLAB 400 SERIES W21 2 1 BATH 4 3034SC DOUBLE PANE WITH LOW-E 36 112740 V2� 40" So- REF 22457-NORTH SHORE WINDOWS 631676 4800 l 1 . 'S OFFICE 2670 L IN 30 1/2"X84 112" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN X40 111,12" 40" 801f I D31 12 1 HALLIALLISON W22 2 1 DYLAIN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 Ill REF 22457-NORTH SHORE WINDOWS 631676 4800 I D32 12 1 HALUHALL 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB W23 2 SINGLE CASEMENT-HL ANDERSEN -7 40' : 80" D33 2 2 HALLICLST 5068 LIR IN 60 1/2"X80 1/2" DOUBLE HINGED-SLAB I GUEST BDRhl 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 40 1fl 1; YES REF 22457-NORTH SHORE WINDOWS 631676 4800 D34 2 1 HALMI.I.C, 2670 L IN 30 112"X84 112" HINGED-SLAB OW-E SINGLE CASEMENT-HL AN 40 1? ANDERSEN 40 112" 40" 80" REF 22457- NORTH SHORE WINDOWS 631676 4800 D35 2 1 04DRYIHALL 26368 L W 30 1/2"X80 112" HINGED-SLAB W24 2 1 LNDRY 3434SC DOUBLE PANE WITH L 400 SERIES SINGLE CASEMENT-HIL AINDERSEN ,I)36 2 1 MSTR BkMiSTRBDRM 2670 L.IN 30 1/2"X84 1/2' HINGED-SLAB C -NORTH SHORE WINDOWS 631676 4800 Address W25 2 1 fJSTR BA 6146SC DOUBLE PANE WITH LOW-E 73 3,14"X54 172' 3C 84V REF 22457 D271112 1 MSTR BA.!SHAIR WPO L IN 44"X98 1 400 SERIES 12" SLIDER-GLASS PANEL D38 2 1 ?,.ISTR SAA I�C. 2670 L IN 30 1/2"X84 112" HINGED-SLAB W26 2 2 MSTR SORM 3434SC DOUBLE PANE WITH LOW SINGLE CASEMENT-HL ANDERSEN -E 411) 1�'2"X40 1,117' 40" 80" REF 22457-NORTH SHORE WINDOWS 631676 4800 I �00 SERIES STEIN RESIDENCE D39 2 1 MSTR BAAM.I.C. 2670 R IN 30 1,12"X84 112" HINGED-SLAB SINGLE CASEMENT-HL ANDERSEN W27 2 1 MSTR GDRM/BALCO,"l 3480SC DOUBLE PANE WITH LOW-E 40 1�7,06 1'2" REF 22457-NORTH SHORE WINDOWS 631676 4800 D40 2 1 SLIDER-GLASS PANEL ANDERSEN 400 400 SERIES Peter & Allison NISIR BDIRM"BALCONY 6880 L IN 82"X98 V2" SERIES CASEMENT-HL ANDERSEN 1 1 W28 2 1 MSTR BDRM,-'BALCONY 348ISC DOUBLE PANE WITH LOW-E SINGLE C 40 V2"X97 V2" 014 REF 22457 - NORTH SHORE WINDOWS 631676 4800 D41 2 1 HALUMSTR BDR%1 2668 R IN 30 112"X80 112" HINGED-SLAB 400 SERIES 63417 County Rd, reenport, NY D42 0 1 LNDRYISSMNT 26813 L IN 30 112"X96 1/2" HINGED-SLAB W30 2 1 GU SST BORM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-FIR ANDERSEN 400 SERIES 40 112"1 1''7 40" W' YES REF 22457-NORTH SHORE WINDOWS 631676 4800 D43 2 1 W.I.C./ANNABEL'S BEDROOMI 2670 R IN 30 1/2"l 1!2" HINGED-SLAB 11944 W31 I SINGLE CASEMENT-HL ANDERSEN 0� 40 V2"i 1,T, " 6 1081, REF 22457- NORTH SHORE WINDOWS 631676 4800 D44 2 1 "'.I.C.IDYLAN'S BEE)ROOM .2668 R IN 30 1/2"X8O 112" HINGED-SLAB 2 LIVING&DINING ROOM 3440SC DOUBLE PANE WITH LOW-E 400 SERIES D45 1 1 POWDER ROOM ISHI WR 2480 R IN 28 112"X96 112" HINGED-GLASS PANEL SINGLE CASEMENT-HIL ANDERSEN W34 2 1 Vilill 3434SC DOUBLE PANE WITH LOW-E 40 1 i2"'X46 V2" 140" 80" REF 22457-NORTH SHORE WINDOWS 631676 4800 D46 0 1 BATH,!SHR,1,fR 2470 R IN 28 112"X84 1/2" HINGED-GLASS SLAB 400 SERIES Description D47 2 1 S SINGLE AWNING ANDERSEN 400 140" 64" REF 22457-NORTH SHORE WINDOWS 631676 4800 HWP.1BATH 3 2480 L IN 28 1/2-X96 1/2" HINGED-GLASS PANEL W35 3 3 ATTIC!STORAGE 2020AW DOUBLE PANE WITH LOW-E SERIES 24 1(2*X24 112' i i D48 2 1 1 SHWR(BATH 4 12480 R IN 128 1/2-X96 1/2" —j HINGED-GLASS PANEL W36 1 1 LIVING& DINING ROOM 61190 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 63 V8"XIOS IIY2" 108" REF 22457 -NORTH SHORE WINDOWS 631676 4800 B-13NINT/UNSPECIFI[ED 18470 1100 1/2"X84 112" MULLED UNIT VINYL - " "foll"MI" CTU E D49 10 1 FIXED GLASS ANDERSEN 400 MEW DWELL11",4 U b U K W37 3 2 1630FX DOUBLE PANE WITH LOW-E 18 ill- 117 11.21, 36 1 f2*' REF 22457-NORTH SHORE WINDOWS 631676 4800 SERIES W33 2 2 DYLAN'S BEDROO SINGLE CASEMENT-HL ANDERSEN E M 3434SC DOUBLE PANE WITH LOW- 400 SERIES 413 1 12'"X4 0 112"' 80" YES REF 22457-NORTH SHORE WINDOWS 631676 4800 • SINGLE CASEMENT-HIL ANDERSEN 40 1,7„X,40 122" 4T 801, REF 22457-NORTH SHORE WINDOWS 631676 4800 W3912 I BATH 2 3434SC DOUBLE PANE WITH LOW-E 400 SERIES 1'' 4 W40 3 1 3430FX DOUBLE PANE WITH LOW-E SERIES FIXED GLASS ANDERSEN 00 40 112"X-116 112" 112" 3616 112" YES REF 22457-NORTH SHORE WINDOWS 631676 4800 I I IMUD ROOM.DECK 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 410 1 72'X48 112" 48" 96" REF 22457-NORTH SHORE WINDOWS 631676 4800 400 SERIES FINAL MAP REVIEWED BY ZBA DECISION# DATED: DATE: 12,1112025 Mi OJECT NO: DRAYVING BY:VA CH7-CKEO BY: DSj SCALE: AS NOTED PAGE: A-1 .14 Windows OOS Schedules Nil ------- DOB APPROVAL:STAIMP REVISION: 12/1 1/2025 » Building Department NoD Version ZBA2 333, ti \ , a f - x— .0 T , ; i ! SEW— zik r . a < � f es /f 1 " NOWDON 11 L f' S^ is » , l 11� 1h1l: r a k. a E+ *�# tr ec i € _ f O .._ - is f. 11, {il f95 ttT_F: 3' 85 Willow {.rLr ill Orient, NY 11957 : , Br; r'r d /f E DAVID SNOW oN JONES [ g „ IN] p T p p'•q('� �i { ,, (T) �//J{j, ��///�j �J/'�j�::) {Q� (f��{)3: 1i.:-P,.:< 'n A«+-G.]13:t+ -.i..`�J. L'd€ l.� ■::� i/ V V (E)dsj@snowdon.us ENUNmw R 21 _._-- -�- Nick MaZZaferro P. E. Po Box 57, Greenport, NY 11944 N&H .__ (T) 515 457 5595 _......................... _ ___ - (E) nickmazzaferro(C.Vverizon.net ........... ............-........ 3/16 i n — 1 ft t, b4 Exterior Elevation Front Cj 4 _ , i f Address i I i ry 4" f r • 1 ris e° STEIN RESIDENCE , E _. a 1 ekeAllison %'O,fLC:GA. .,.r � :C. 7 's a?R 1 »i-n la57 F 4*4SF /TY0sg E 53417 County Rd, Greenport, NY C'c;'�„1,C":,Pv,„r!»t,�^S�+6.sC)� . .,,.,_,_.,,,�♦ __ ---�-----' _ �G>,,_1,,l5.s:i..s.,Nc-<2n'�:� _ A /C� 4 _ a. y .- ! Description .t. a -FE.SYW:1$-YPY.+SfA'2X3 3-L.1Jii.:"1 {t4d ' m>.-,�. >,.` t ✓ < .. ,E �"`5 ' t L�3 is i4`a- ".CIL:PtiG77viS f-.iSI _ CF1L P3�T fY�I!«.A .S�T. 1 t3Ci�. > a < . a pp 77, FINAL MAP QRF'�!a �!?; •-15T w�v�F��. �� . . Irs � ,:..:' __. ,f:`•... .�---=�; �': � ,. .... .. ..., :<.. ...w.. . i _..... tt• ...... .. { �� r -� _ - �r"�sJ N _- » .:sSi. .�lfi..,Ar: hri ,;e, ,° REVIEWED BY ZB 4 « "— -,�; �..a• 7' i DECISION# � > DATE: 17''1r4025 PROJECT W3: .e_..- a.00%FlN«SIH-.Fazt'>&ALv,,l � �f, s° DRAtri,N G BY" w A A 1 I SCALE: kS NOTED f F[ Exterior Elevation Back4( 3/ 6 in — 1 ft PAGE: I " . >.� Propoised Exterior Elevation Views Scale 3/1 bit _ 11041 DOB APPR{3VAL. STAMP F_ REVISION: 12/11/2025 Building Department NoD Version ZBA2 ' 141,r4H,EIS Zz±..PGRv��" .,,_yt «..-«.,..r.. ..Xq�---F HIGHEST-FUDGE 3311 Y, OL `s To J.GE — —€ F F1 C30R F€N€S:i<.ATi1G'S s2�?3 F- t CCI f'i37 a 216 , p E , i : n, , pECFp <. .. , .. {l,.r,..�,�:^A... .... .. ..... .. �b .:d„j�-x,. ,,. .. f'�:x.x..Xi,•�.�x.a,'r .t.<.".-.'�P::., i �.'..,x�w. � 4.�i� �� i, y f ConsultingArch itect/D esi r < , pp t a r t ' 3 i t , i : ;III'. �AID� i is jp LOP < 3 .:..�V Fr€sr ZND FLOOR4, 1`0 FLOOR 1.€ RFsR 6' CEILING FINISH•.7 ST f"L.L�U� �tJ Willow Street �! Orient, NY 11957 i , % r , , � r r DAVID SNOWDON JOE(T) 212 518 1818 r < , , . {{ , R r , Y , x t (E)dsj@snowdon.us FLOOR 17 EN %034N "� ""R € t. c ' < __.. _... flick Mazzaferro P. E. Vol PO Box 57, Greenport, NY 11944 ; I _� ` 515 457 5595 H_- (E) nickmazzaferro@Verizon.net ... / Exterior Elevation........._ . Left i f ,,.r '11. _ n g 0 1 LU z.,. 13tG�i�ST Rlv>^r>~ € ri t; k f !"! 1 ,' Fx Address i € 'i STEIN RESIDENCE - —il- ,* z f _ 21,H Peter Allison v: 3417 Count Rd Green port, NY 11944' , , 1 f W , L�R , rt -Z Description G F€Nra4 2 % , LLB , _ ° w F 27 i3 r < j x S" t ; r; - ° ,. r. Ex I C�.1UNG FIN I,Ia.F'fD1S1'rf�ATIT- ...........,.. .. _.., s' t' �GEbLIN15FM"SH-,FS3:�"1V1.'�.fi'€t?N ....... ... .. t .... - ... - w n ~ G y. - MAP FFINAL MAP ' BY ZBA �REVIE < CISI , ,i , , O N DATED , , 9 p ° — % n ' .. .. d ..__ .... ..... tr.- n , ^< �_ F1OCStC.F.'.'i'i..:^f try F1�3.s:2 f..b€SI­i�q!~�w�1L,.<hi7`!",� _ , e, , , Y^ Y DATE: 12�11112025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED -% r or Exte E4 ,��,+ — r-% t - } 3/16 h 1 ft RAGE: - .1 Proposed Exterior Elevation 'views _..r� Scale 3/16It = 11011 DOS APPROVAL:STAMP f REVISION: 12/11/2025 Building Department NoD Version ZBA2 ' 3 2 a��•� ro � �� r-`` f..�. '_ - �:..., _v -' � 1, e� t, 1 -`{..`�-]'` ! I_ _ 1, Aq• A•' P f J 1 - -'.,_. _ ,i.. �` � ram'•`+ .�f _'1 _ ,\ �� Y� - r V 4 , sutArch tectl es r 04, W D 0 N I I L""I""D'" tj i �° , i f � 4 ,,✓ ,, Yam" � :� � _ ..,yA Y" 'i , ,. .. „�^.'. i �•x' � 1 . t 1 tea'• €, d 85 WiIIOW Street ##71 .eta LJ� - ......, .. ,• .,.. i• .. \� .,... �€ � �� �" 's Orient, DAVID SNOWDO --JOKES 1 11 ��`l':ro�°"a , ,d "�'c �. .:A��Y�..¢a1:"' ,1 ` I P jr ! _ .. .lx�dx�.Jr•;..il• (T) 212 518 1818 E r (E)dsj@snowdon.us t9 N G` I N I E E.R 1 , , , P - • y a V Nick Mazzaferre P. E. --.., PO Box 57, Greenport, NY 11944 (T) 516 457 5596 I E.) nickmazzaferro@verizon.net t �' E5ARM 3/16 in I Tt 63417 Main Road, Greenport, NY is cony pliant ith � � ,, Southold Town Code 80 - 08 Pyramid Law. -*- - �---�t ' --y I 1 e � � :9.. .^. t ° r a . x s "� j14. Q l E Theproposed nd star addition is below the e st n root structure and therefore Within the -30 Zoning sky lane. , (k l k 4 F 4 5 S 3Address . k , STEIN RESIDENCE Peter & Allison i , A 63417 CountyGreen port, NY i » x. 5 11944 Description NEW DWELLING/STRUCTURE i r• .4 „ J � w , k J """:4"gk :nG .J , _._, `^�„ ,( �-`±,,,�' "a-'.-",� <.- •i' ^Fa. ., ..(a.:r,,„a,} --. .s.� sz4:-'�' `. f , , I11 _T FOR CONSTRUCTION 14.3' FINAL MAP REVIEWED BY ZBA DECISION# 1SQ153 - DATED N. JVT , F 1- w: E F^ 3 _ ..u..w„... .... ......:... ......_.._..._ e.>,aem.m rsma -.ma.-,r>.- _ Iem.ma'•r, .. -'-"`- i - DATE' 1211112025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED w_ I. 2 { 1 _ Elevation E61 'PAGE: '/ - Tt - j b .17 ,- Proposed sky Plane Elevation '"' Scale 3/16" 1 r 0"_ DOTS APPROVAL:STAM" i REVISION: 12/11/2025 Building Department NoD Version ZBA2 S;'� tk � f" �- J7f'• � (LR '3 }}i t; y/�,''�"/���"�/ {{ :,�i�+^l'{� S t: f � -".e�tlpl®q �"..•"E:_. 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Y "F BAR 3 t"JrE RVlLS POURED Ct1 " �FTT •r, � i BOTH DIRECTION ALL TIED ANCHOR BOLT 5!8'SET AT 4F"ON CENT R Tpr'ry-P z i LPN-VT7� _._. _..... r F! : / z I • 1 `..,.,.,..., .... ,.. „. f....✓N,q .: 'r. ,.. , trzr3 ......_ ° _ ... ... _ :S`1,.)P�R�_'t r'A�-e'i{:R. _ — g Consulting � iteet� es er ;... v _.. e _ i .._.._.._......_ }.. .,. ,..._ .... _ . i e:A ;....w N I I L"I"D SFROPFRTYY LINES,CONTRACTOR TO I %03 N 0 W D N TA_L FFNCE Y:'HERE i .� ., . ._.•. __ ._ _ APPLICABLE AN-MAINTAIN WORK VJIT?4 J0 rPd4'ELOPE. � K OP I$ i ELECTRIC)r : T � EN t .. ... �.._ DISCONNFCTED RS'THS ;"FIR°J'-'R3ATE ENTITICS�»R.TO >.__ ...- LIO IZATIONTOTHP SITE. s l_- 5 W*Ilo ltt Street # 71 E ALL UTILITIE f F C s € POUNDATION 8'X 1C-'z= 0T$N4 G i V,,'IT�H�B{2,04 R�RJR C'.kNW7t rTlsll Orient, NY 115 WALLS AT V IrlC`aW. ?13.?:VNC V;ATE R i00�T:!JG,�©i�c?C7i�.F ,.. INS LATi iN$.>r OTEC T s, J AR A%.) A O7-' _i y' .. $ g OIN FX:`;=J'f0%R--',`'j?a_1A77`is:e'.:J,I +INTt�'!v004 r VJATERPi20 (s OF } DAV t D � �tfllrEEttii �ID ff STU03 L�4 AI L u T!CLC? C LL rtF Y 1 E*3 ATfi `� , 1 i d" 3 d"P$7, - C3A5'w3.+ SLAR �s'tT+'�ciWL�• _ •F _ ' --�- -.... N _ _ _ _ _ y. , ,Y F2E$I�FC2F2•,^,cs""c�C°dTS T'+�.,rt _w 'S'd. : ,reee (T) 212 5 € , (E)dsj@snowdon.us liS1 l Y 1 ft 4 1 _ P ir - i I € s : , » : Y , av d w ° F low Ew." N -to,3" 1 N E LEO R c IaZZeferr0 P. E s E. 1° 1y4 ` .A .14 !1 r O , �reenperL, E ' i 1 4 -_ - (T) 515 45 5596 (E) nickmazzaferro@verizon.net 41~ 1s�r c t 1*1:-)n ft 3/16 ii z ' r" g j' #l` 1 1 3 duress STEIN EDEINE deter Allis on 417 Out Rd, Greenport, Y 11944 Description ZI �`_ U"-,-may"<.o�.-:r'�:��+: ,... .. ..,�°. ..>_.�,. ,,..r.e•,", e. ,...,_.-._,.. -I 'yf.._ r•+ ax. .='�°° aa^+^z-^ , < arm+;°,,. ^,�.,,, "w ,a.�,�..w,, :, s✓••'•«,«,s+er» •ra�<r• .a:• •z. �,.,;;x.. :.x. FINAL, MAP ' &' REVIEWED BY ZBA 211 DECISION# , PROJECT NO: _....,_._.._...__......._._...w......_.__._._..ww-...._.. _. _. .. _._. , $ DRAWING BY:VA R A° CHECKED BY: DSJ Y- 0 w ` b SCALE: AS NOTED , SectiOn 1 ft 3/1 in — - Pry Section Vern .., Cr�ie fir, -- 1f fl" ,.. �; DOS APPROVAL:STAMP a.. •.:i�.x Sat_,t .3. ._� :.. � a. -,x� .,.;_ n>:<. .:a,:.,„'.« .. ......:....... .. .....x ... .....a. -c ._<wESso.,.,.,.<.<,.Ltiw..,,,ro..,•.n � c., w<�t<° a.>,,.a»x,_.., .,,, __•r c,,.»,-e,.,,aa.�.._,.:...,n.,.°.,,,., ,..<.,.,,„a.,s4:•» �. .«t, .d. x. REVISION: 12/11/2025 Building Department NoD Version ZBA2 Z n, J I Consulting Architect/Designer N L ff I Orient, NY 11957 DAVID SNOWDON-JONES Al . . ... . . . . (T) 212 518 1818 (E)dsj@snoWdon.us jol i4W ....... T _C1 tam ElE N(3% I Ne Eam Em R Nick Mazzaferro P. E. ........ PO Box 57, Green port, NY 11944 (T) 516 457 5596 t. (E) nickmazzaferro@verizon.net Section 3 ................. 31 'A 6 in Tf t - T A U*) 7__ Address .............. ........ STEIN RESIDENCE T Peter & Allison ( 3 _ E , 5 = ,. ,. > :-__"`v ' 63417 County Rd, Greenport, NY 11944 Description 114, ............. FR. 'N FINAL MAP REVIEWED BY ZBA DECISION# _U DATED: DRAkP*1NG BY:VA -0 BY: Dsj 04'ECK7 SCALE: AS NOTED .......... 7-T i PAGE: A .4 ection 4 A 1 11 VA'"k /._.,, -Proposed Section Views 11 in - 1 ft Scale 3116" V 01; DOB APPROV"AL:STAMP REVISION: 12/11/2025 Building Department NoD Version ZBA2 t( €l p e d Consulting Arch Itectl esi n r 03 N 0**WrP"' 0"" N I I JY7 0 "'--.. fi 1L I U 85 willow Street ##71 Orient, NY 11957 DAVID SNOWDON-JONES �@ ,� '.i� � +• 'j ;q i :: ff € lira �•.' F E.�:: I�: i T� ¢ .If4' S :I i !i + k�� .�! t - - _ RAF ���� ��-�� ��, (T) 12 518 1818 W� pp tf, j ._. '•,m, y: '.�'�Sf ,f •�f�':<•t' .i"� ':�i' (�'4 y 7 ;� L (E)dsj@snowdon.us 1 N E" R 6 lf. �• f r( r f i II I t �=a I Nick Mazzaferro P. E. _ i # PO Box 57, Greenport, NY 11944 ` Ali i ti. Aix M :tea (T) 516 457 556 LQ (E) nickmazzaferro@verizon•ne Address ,i { STEIN RESIDENCE Peer & Allison bounty Rd, Greenport, NY f' I I ,� p A � I; , ! 11944 ■ ■ KLMI WE on NEW DWELLING/STRUCTURE all I ...µme:,, ��,„,,,tF°,.. ^.�.�:u�,..,"' `.•� i J ._.,.- ..a++se•-'" ...rw'°"� ,rte "'e%W4,✓ s•C'".a ,w \�^*^Y:�,..r :xMx%.•F�.,^w',+wC'.MY' ,. I x7! :.- 1 ,"•"-:ea%.�" ° ^ p,e+m!m+,. w,., x-,.p,a,,e v.. -"'.'°t °<. `...e»,.`,ah "-.2 " °p^..y,.,.o-"." i , ......-•a'. �µw.,.,..,....-.>," ;:w..._...:>.�' vIM -.yam,,., , xd sk F' i ,:. � 1 ".6 ro., "+, jx„,_.. " .w^„.,,�.� �`aA^» � ....,..-x •. •. .•"".. ....,.... ...,. .....,..,.,,. � 3 ,,k�"-» ...,ems. ���,�s+�'''' .r �^- �'� .„„ ,,x.,"`a�^"" .'"F•: ..:,+.�"^` ,.sue.` "..,............. .... ..". " �g� F?. -/ ,'' ���,�.-.n� .w^^"'�.^ x;�t�•°'' _M '~ >wa,�.,'�"•r""F��^-'�� .. `E��""� _.-".. _.. _._. .,. .... ... .• ...<...,.-»-„ .,,„ .,^,. _.. .��. t �r 3�3��#j fqq 9�[[?�'a'PsP y g:.� f DATE: 12/11/2025 PROJECT NO: DRAWING BY:VA i CHECKED BY: DSJ SCALE: AS NOTED i i PAGE: 1 i - . i Framing Exterior 3 D DOB APPROVAL: $TAMS' �.._ Scale=NIL 9 f' SOfE01K TOWN OF SOUTIiOLD—BUILDING DEPARTMENT , - W Town Hall Annex 54375 Main Road P. O. Box 1 t a Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 .Y ...//www.southoldt6wnny.g PRO ' Date.Received APPLICATION FOR RUILMNIG PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must_be filled out-in their entirety Incomplete applications will not'be.accepted: .Where the Applidant is not the owner,an.. :- Owner's Authorization form(Page 2)shall.bexompleted Date:October 20th 2024 OWNERS)°OF PROPERTY Name:Peter Stein & Allison Kronick Stein SCTM#1000-040.00-01 .00-018.000 Project Address:63417 North Rd, Greenport, NY 11944 Phone#:Peter 215 694 0037 & Allison 561 289 5456 Email: peter.stein@gmail.com&kronick.allison@gmail.com Mailing Address: 'CONTACT PERSON:.- , j.H3 Name: David Snowdon-Jones Mailing Address:85 Willow Street - PO Box 71. Orient NY 11957 Phone#:212 518 1818 Email:DSJ@snowdon.us DESIGN PROFESSIONAL INFORMATION: Name:David Snowdon-Jones g ress:85 Willow Street - PO Box 71 , Orient, NY 11957 Phone#:212 518 1818 �_Email DS4J @ snowdon.us CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure MAddition ®Alteration ❑Repair BDemolition Estimated Cost of Project: El Other To demolish and rebuild new home in existing location. $800,000 Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes BNo 1 a PROPER7Y.- INFORMATION Existing use of property:Private Home Intended use of property: Private Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ®Yes ❑No IF YES, PROVIDE A COPY. B'Check Box.After Reading: The owner/contractor/design 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 the Building Zone. Ordinance of the Town of Southold,-Suffolk,County_,New York and.other applicable Laws,Ordinances or.Regulations;.for the construction of buildings, additions,alterations or for removal or demolition as herein.described.The applicant agrees'to comply with all applicable laws,ordinances,building code, 'housing code and regulations and to admit-authorized inspectors on,premises and in building(s)for necessary inspections.False statements.made herein are Punishable as'a Class A misdemeanor pursuant to section 210AS of the New York State Penal Law. Application Submitted By(print name :David Snowdon—Jones BAuthorized Agent ❑Owner Signature of Applicant: �=. ``---- Date: J��,r�� z r C NNIE .BUNCH lJ o a blic,State of New York STATE OF NEW YORK) No. 01BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk ) Commission Expires April 14, 2_ � David Snowdon-Jones 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 JJ__ _- i ' r �� day of I � 20 - --I 9� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Peter & Allison Stein residing at 2535 Cedar Lane East Marion, NY 11939 David Snowdon-Jones do hereby authorize to apply on my be alf to theTaNn of Southold Building Department for approval as described herein. L Owner's Signature Date e juio Print Owner's Name 2 �o�g11FFOlK�oG� Town of Southold 9/7/2017 0 P.O.Box 1179 w .* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39202 Date: 9/7/2017 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 63417 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 40062 dated 9/4/2015 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: ACCESSORY IN-GROUND SWIMMING POOL,FENCED TO CODE,AS APPLIED The certificate is issued to Walsh,Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. N-343342 02-10-1995 PLUMBERS CERTIFICATION DATED CIO Signature FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-20362 Date NOVEMBER 20, 1991 THIS CERTIFIES that the building ADDITION Location of Property 63417 NORTH ROAD GREENPORT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 40 Block 1 Lot 18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 6, 1990 pursuant to which Building Permit No. 18846-Z dated MARCH 7, 1990 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION TO EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN J. WALSH (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-211337 - NOVEMBER 4, 1991 PLUMBERS CERTIFICATION DATED OCT. 23, 1991 - KING PLUMBING & HEATING Building Inspector Rev. 1/61 meat NO. a TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHGLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ND 18846 Z Date .... ...?........................................ 19 �. Permission is hereb ranted t Q 1 ix ...Q�. 1c�i�.....ono.... .................................... .. .. ....,.. � .. ....... ......... � to . � - ..... .. . . . ....... .. ...... ...... � ..... . .......... ..... ... at premises loc�ited of .....,... .r.�. .... .�......... .. ..................................... .. .....(,/. .. ................................................ ! ,���adr . ........... ...................................................... ...... County Tax Map No. 1000 Section .........1/0....... Block ........ ......... Lot No. .....,� ....... pursuant to application dated .�l...............I......................... .1 19.94.0., and approved by the Building Inspector. Fee $...S F ... .. .CG........... B dinp I• or"' Rev. 6/30/80 5 NEW YORK STATE DEPARTMENT OF STATE Division of Corporations,State Records and Uniform Commercial Code One Commerce Plaza,99 Washington Avenue Albany,NY 12231-0001 Local Law Filing (Use this form to file a local law with the Secretary of State.) Text of law should be given as amended. Do not include matter being eliminated and do not use italics or underlining to indicate new matter. ❑ County ❑ City Q Town of SOUTHOLD ❑ Village Local Law No. 16 of the year 2024. A Local Law entitled,A Local Law in Relation to Accessory Buildings and Structures FILED STATE RECORDS Be it enacted the Town Board of the: SEp 0 9 2024 ❑ County ❑ City DEPARTMONT Of. STAsTe Wf Town of SOUTHOLD ❑ Village 1. Purpose -The purpose of this local law is to allow for accessory structure exemption. II. Chapter 280 of the Code of the Town of Southold is hereby amended to include the underlined words and remove the struck through words as follows: §280-15 Accessory Buildings and Structures In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard, subject to the following requirements: G. Accessory structures, that have a Certificate of Occupancy or equivalent, located in a rear yard or in a waterfront front yard,which are rendered partially or completely in a side yard, due to additions or alterations to a single-family dwelling, shall be exempt from this requirement. I11. SEVERABILITY If any clause, sentence,paragraph, section, or part of this Local Law shall be adjudged by any court of competent jurisdiction to be invalid,the judgment shall not affect the validity of this law as a whole or any part thereof other than the part so decided to be unconstitutional or invalid. IV: EFFECTIVE DATE This Local Law shall take effect immediately upon filing with the Secretary of State as provided by law. (If additional space is needed,attach pages the same size as this sheet,and number each.) DOS-239-f-1(Rev.04/14) 1 (Complete the certification in the paragraph that applies to the filing of this local law and strike out that which is not applicable.) 1. (Final adoption by local legislative body only.) I hereby certify that the local law annexed hereto,designated as local law No. 16 of 2024 of the ( �u ( (Town)(Willage)of SOUTHOLD was duly passed by the TOWN BOARD on August 27 ,2024, in accordance with the applicable provisions of law. 2. (Passage by local legislative body with approval,no disapproval or re-passage after disapproval by the Elective Chief Executive Officer*.) I hereby certify that the local law annexed hereto, designated as local law No. of 20 of the(County)(City)(Town)(Village)of was duly passed by the on 20 ,and was(approved)(not approved)(re-passed after disapproval) by the and was deemed duly adopted on 20 , in accordance with the applicable provisions of law. 3. (Final adoption by referendum.) I hereby certify that the local law annexed hereto, designated as local law No. of 20 of the (County)(City)(Town)(Village) of was duly passed by the on 20 ,and was(approved)(not approved)(repassed after disapproval)by the on 20 . Such local law was submitted to the people by reason of a(malidatory)(permissive)referendum,and received the affirmative vote of a majority of the qualified electors voting thereon at the(genera l)(special)(annua])election held oil 20 , in accordance with the applicable provisions of law. 4. (Subject to permissive referendum and final adoption because no valid petition was filed requesting referendum.) I hereby certify that the local law annexed hereto, designated as local law No. of 20 of the (County)(City)(Town)(Village) of was duly passed by the on 20 , and was (approved)(not approved)(repassed after disapproval) by the on 20 Such local law was subject to permissive referendum and no valid petition requesting such referendum was filed as of 20 , in accordance with the applicable provisions of law. * Elective Chief Executive Officer means or Includes the chief executive officer of a county elected on a county-wide basis or,If there be none,the chairperson of the county legislative body,the mayor of a city or village, or the supervisor of a town where such officer is vested with the power to approve or veto local laws or ordinances. DOS-239-f-I(Rev.04/14) 2 y t 5. (City local law concerning Charter revision proposed by petition.) I hereby certify that the local law annexed hereto, designated as local law No. of 20 of the City of having been submitted to referendum pursuant to the provisions of section (36)(37)of the Municipal Home Rule Law, and having received the affirmative vote of a majority of the qualified electors of such city voting thereon at the(special)(general)election held on 20 , became operative. 6.(County local law concerning adoption of Charter.) I hereby certify that the local law annexed hereto,designated as local law No of 20 of the County of State of New York,having been submitted to the electors at the General Election of November 20 , pursuant to subdivisions 5 and 7 of section 33 of the Municipal Home Rule Law,and having received the affirmative vote of majority of the qualified electors of the cities of said county as a unit and a majority of the qualified electors of the towns of said county considered as a unit voting at said general election, became operative. (If any other authorized form of final adoption has been followed, please provide an appropriate certification.) I further certify that I have compared the preceding local law with the o ' i al on fi in this office and that the same is a correct transcript there from and of the whole of such original local 1 ,a d was pally adopted in the manner indicated in paragraph 1 ,above. Clerk of a Coun 1eglslative body, City,Town or (Seal) Village Clerk or officer designated by local legislative body Denis Noncarrow,Town Clerk Date: September 3,2024 DOS-239-f-I(Rev.04/14) 3 t °say. RESOLUTION 2024-785 ADOPTED DOC ID: 20591 A THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO.2024-785 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 27,2024: WHEREAS there has been presented to the Town Board of the Town of Southold, Suffolk County,New York, on the 2nd day of July 2024, a Local Law entitled"A Local Law in Relation to Accessory Buildings and Structures"and WHEREAS the Town Board of the Town of Southold held a public hearing on the aforesaid Local Law at which time all interested persons were given an opportunity to be heard,NOW therefor be it RESOLVED that the Town Board of the Town of Southold hereby ENACTS the proposed Local Law entitled,"Local Law in Relation to Accessory Buildings and Structures"reads as follows: LOCAL LAW NO. 16 of 2024 I. Purpose-The purpose of this local law is to allow for accessory structure exemption. II. Chapter 280 of the Code of the Town of Southold is hereby amended to include the underlined words and remove the struck through words as follows: §280-15 Accessory Buildings and Structures In the Agricultural-Conservation District and Low-Density Residential R-80,R-120,R-200 and R-400 Districts,accessory buildings and structures or other accessory uses shall be located in the required rear yard, subject to the following requirements: V'0"0" I�a r V G. Accessory structures that have a Certificate of Occupancy or equivalent, located in a rear yard or in a waterfront front yard,which are rendered partially or completely in a side yard,due to additions or alterations to a single-family dwelling, shall be exempt from this requirement. III. SEVERABILITY If any clause,sentence,paragraph, section,or part of this Local Law shall be adjudged by any court of competent jurisdiction to be invalid,the judgment shall not affect the validity of this law as a whole or any part thereof other than the part so decided to be unconstitutional or invalid. IV. EFFECTIVE DATE This Local Law shall take effect immediately upon filing with the Secretary of State as provided by law. Denis Nonearrow Resolution 2024-785 Board Meeting of August 27,2024 Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Greg Doroski, Councilman SECONDER:Brian O. Mealy,Councilman AYES: Doroski,Mealy, Smith,Krupski Jr,Doherty,Evans Updated: 9/3/2024 10:09 AM by Lynda Rudder A Page 2 GRAVEL REVISION: 12/11/2025 1 0 DRIVEWAY ,,,,, Building Department NoD Version ZBA3 c � < Woos 1 41 2 ` ' 1 , 4 I , PP,R 0 w 1' F E B 2 5 202106 1 ATE POOL ' 1 r RELOCATE p WDF EQUIPMENT . 1 2 PO! Vz, 1 .4 SNOWD01 SLT WDF' EQUIP r WOOD EEC. 0.4 � � 1 COS' `% ° -,.._ 1 :�, OOL. ACE G Consulting Architect/Designer `%% 1 219 * 00' O 5.9' GAR,22:3' S14OWDON" 11 LTC . .\* 5•2 85 Willow Street #71 ` 1 w \ M w Orient, NY 11957 Ot.�AR10 'RAN �-- (1 .00 • r7 �' \ `M� DAVID SNOWDON-JONES 1 i o �- GARA w , . - \ T 212 518 1818 Uj % 1 cs � ` Wit- �'� (E)dsj@snowdon.us 0 _ 00 U") 3: E [4G INO E % 1 o �- — 41 , co co 1 Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 S ! 1 ` N 0 �. C� ��CO� � (T) 516 457 5596 0000 014 • ' I a 1v �. 1 (E) nickmazzaferro@verizon.net 1;4 GATE , •�'''" '' �G p WOOD EEN 0 roV . CL EARING 0. 0 ` _ \ -0* "\\ � ''' \e Address LOT 18 � � `=a. �\�\�\ ` \� "��f `���� STEIN RESIDENCE 0;_7 0 Peter & Allison Uj CD w \ \� �\ 1 \. 63417 County Rd, Greenport, NY Description 1 J u, ,a\` NEW DWELLING/STRUCTURE ct FOR CONSTRUCTION 1 1 ! N r o ; fimE 3 2.. - ; 00 1 1 - v�o fir' 1 1 8' `�r` DATE: 12/11/2025 �T y PROJECT NO: DRAWING BY:VA A N2O227 CHECKED BY: DSJ 1 O T SCALE: AS NOTED,4019 ` 50 " W WRF 1 = 1. .o' j 1 s 1 O RF RF .N SEPTIC T BE O REMOVEDI " REPLAGFD // l 11TONF WAI 1.TO R 1 � O O REMOVED r ! E S , ` 4'WOOD FENCE TO RE 1 V �\\\ REMOVED GRIADING PATIO AT E TO REMAIN PAGE: 00 1 EXCAVATED FIL L TO PROPERTY.ON 4 l o � Site Plan 1 r \ n _ n n i 1 DOB APPROVAL: STAMP Scale 1/8 1 o Site Pla co ed from Survey by Scalice REVISION: 12/11/2025 sotjsf) Building Department NoD Version ZBA3 i LA0 140.0 OS - .- -18 L N37001 00 � r C A 1 .34 4 nc! Use Lour Density ' SNOWDON >; Residential "$.' Consulting Arch itect/Desi ner I Lies �37 SIMOWDON 11 LO �0.0• ` �,. W �� �q ; less One Fami y Year- ._---- ��. -�� 85 Willow Street #71 3& x :Al Round Residence Orient, NY 11957 Ag i L 'i `� DAVID SNOWDON-JONES ° (T) 2125181818 .Wa. g. - i ffi ri � - (E)dsj@snowdon.us Z.oninq Secondary E" G I IME E R f y v _, - i `� acres, in 0.00 Nick Mazzaferro P. E. p g 'Aecondary ZonePO Box 57, Green port, NY 11944 Freswa i` 0.00 (T) 516 457 5596 E nl mazzaerro ^ OP OF BLUFF y ( ) �ck f ,N` JJ/r .' .. �`/ verizon .net FRAM!', to ( RE5iCJEPd� Tidal 0.00 1 1 , ON-TURF VEGETATED `^- � .,. » • UFFER-MIN'15' _ ' ` O EXISTING �,v... F ivF :Lott f O PtEP Lt'r ECK y ) , CEHA Ns� ZONING CHART Article XXXVI Residential Dwelling Size Limits 1 / —• ———— CEHA ——On an" O EXISTING ~ >5 00 " ' LOT AREA: 56,812.59 `I° TRUCTURE BUILDABLE LOT SIZE: 31,936.54 SQ.FT [Added 10-18-2022 by L.L. No. 10-2022; _ _ _ _ _ _ _ _ - { ROjECTLIMITINGFEN EXISTING HOUSE: 2,133 SQ.FT amended 12-13-2022 by L.L. No. 16-2022] T CE ;°�� § 280-207 Maximum gross floor area for residential / EXISTING GARAGE: 537 SQ.FT / Fa1� XISTINGCOVERED S640 dwellings in R-80 District. \ �Ct�rCE ECK TO BE REMOVED EXISTING POOL: 476 SQ.FT TOTAL: 3,146 SQ. FT +�. wau �a o A. Maximum gross floor area (GFA): The gross floor area shall i „, . 9s f�a LOT COVERAGE: 9,8/o not exceed the permitted square footage calculated as follows: � (d) Lots containing up to 40,000 square feet of lot area: 4,350 y °°< FOOTPRINT INCLUDING COVERED PORCHES: 2,683 SQ.FT square feet plus 7.5% of the lot area in excess of 30,000 PROPOSED HOUSE: 3,135 SQ.FT square feet up to a total of 5,100 square feet maximum. 3 O NO , / EXISTING GARAGE: 537 SQ.FT (e) Lots up to 80,000 square feet of lot area: 5,100 square feet EXISTING POOL: 476 SQ.FT plus 5% of the lot area in excess of 40,000 square feet up to a TOTAL: 4,148 SQ. FT total of 7,100 square feet maximum. o (2) In determining the maximum permitted gross floor area the �' -----�•�� LOT COVERAGE: 12,98/0 Address TOWN TRUSTEES URISDICTIONAL LINE 100' � . °"�" `�" ��// /��� OWN TRUSTEES followingprovisions shall apply: � O / 56, URISDICTIONAL LINE 100' o p /��� �' PERCENTAGE INCREASED LOT COVERAGE: 3,18/o ( ��, f :._.,, 1,4y ;,; ,," a) Lot area shall have the same meaningas the area of a lot � 5. O ca NA, EXISTING GROSS FLOORAREA: 2,425 SQ.FT or parcel defined as buildable land in this chapter. RESIDENCE _ K c STEIN C i�: ,; PROPOSED GROSS FLOOR AREA: 4,494 SQ.FT sz• , © ALLOWABLE GFA PER BUILDABLE LOT: 4,495 SQ FT LEGEND Peter & Allison department b ,�1►����._ ;�//, D�wE�I f I Septic Submission to health y ; ii\ o ,ry.,pED \ EXISTING EXISTING HOUSE 63417 Count Rd Green port, NY R&M Engineering �/ R FRONT YARD SET BACK: 141'2" PROPOSED HOUSE Y p 4 REAR YARD SET BACK: 66'5" 11944 50 Elm Street, Huntington, NY 11743 12 GA, _ Office: 631 271 -0576 � 1 SIDE YARD SET BACK EAST: 52' ( ) _ p°oc `r I SIDE YARD SET BACK WEST: 12'6" TRUSTEES/ZBA SCHEDULE 5 �' 10 EXISTING HOME FOOTPRINT Description _ moo PROPOSED ( Qs lNCrOUrya 7 5 {t4x4} DISTANCE TO PIER LINE EAST: 40'2" _ DISTANCE TO PIER LINE WEST: 576 2 EXISTING WOOD DECK TO BE REMOVED s,� , ' " O NEW DWELLING/STRUCTURE FRONT YARD SET BACK: 103'10" REAR YARD SET BACK: 76'3" � f pOEED �FE, '-�ij�; , O3 REMOVE EXISTING BRICK CHIMNEY Vo T N. © 'vim ran o w � ,, Zm SIDE YARD SET BACK EAST. 49 Cb ,� �. z° �m w o SIDE YARD SET BACK WEST: 14 3 PROPOSED 2 STORY FRAMED RESIDENCE FOR CONSTRUCTION �Ilu lW A � � r , REMOVE EXISTING STAIRS AO �X� REMOVE EXISTING T PATH R O E S TIN GS ONE -� _ ;oZED AO PROPOSED NEW PERMEABLE GRAVEL ---.. . DRIVEWAY _Iw Y 122.39 � s84,. =— I -- .� ® EXISTING GARAGE TO REMAIN ' DATE: 12/11/2025 '' -•-s.'~. - . t�tRT U,PtV=tyAY '' wy 89� '- _ 9� COVERED INGROUND POOL TO REMAIN `'`~- `',.�` ,S�r o \• I I t i PROJECT NO: 4��2Q" �```' - - 80.00' FUJICLEAN CEN-7 SYSTEM WITH (2) 8' DIA DRAWING BY:VA J co X 8' EFFECTIVE DEPTH LEACHING POOLS - k;,! O CHECKED BY: DSJ / -- :� `'' • ~+ ��. 10 WITH SPACE FOR A (1 ) 8' DIA. X 8' ED __ SCALE: AS NOTED / --- . FUTURE EXPANSION POOL (REQUIRED BY THE COUNTY) _ _ ! .� 11 EXISTING DECK AND STAIRS TO BE w O REMOVED A10fir" ROAD --- DRYWELL TO BE LOCATED ON THE w-- _ LANDWARD SIDE. SUBMITTED PAGE: 12 SEPARATELY BY ENGINEER. 1 10' DIA X 10 ED LEACHING POOL Site Plan Trustees AD O 13 PATIO AT GRADE O DOB APPROVAL: STAMP Reduced to Fit: Page I REVISION: 6/16/2025 Building Department NoD Version ZBA2 v E jUll 8 2025 ruveinq NOWDON Consulting Arch itect/Des ig ner S IN' 0 W ur"" 0 I'm' I I L T 85 Willow Street #71 Orient, NY 11957 Monday, June 16, 2025 DAVID SNOWDON-JONES 7 I7= LAYOUT PAGE TABLE (T) 212 518 1818 COMMENTS (E)dsj@snowdon.us PAGE TITLE ttT COVER SHEET tttG-1 GENERAL NOTES t "' EER ENGH -2 GENERALNOTES G Nick Mazzaferro P. E. tA-1 SURVEY ittitA-2 PO Box 57, Greenport, NY 11944 SITE PLAN ItitA-3 SITE PLAN TRUSTEES (T) 516 457 5596 IA-1 . 1 EXISTING FLOOR PLANS -1 .2 EXISTING EXTERIOR ELEVATION VIEWS A (E) nickmazzaferro@verizon.net t0 tv It'j�� LU 4?0 FES itIr 1 .7 FLOOR PLANS PROPOSED 1 .6. A FLOOR PLANS PROPOSED A-1 .5 FLOOR PLANS PROPOSED tI 1 .4 A EXISTING GARAGE -1 .3 A EXISTING EXTERIOR ELEVATION VIEWS I .......... A IA-1 .8 FLOOR PLANS PROPOSED II......... ..1A IitIItA A-1 . 15 PROPOSED EXTERIOR ELEVATION VIEWS STEIN RESIDENCE IA-1 . 1 4 WINDOWS & DOORS SCHEDULES W4' 1 . 13 FLOOR FRAMING PLAN A 1 . 12 FLOOR FRAMING PLAN itA- IIA-1 .9 ROOF PLAN PROPOSED A-1 . 10 ROOF FRAMING PLAN 1 1 FLOOR FRAMING PLAN IA Address t1 PROPOSED EXTERIOR ELEVATION VIEWS `W' 4*4 A -1 . 17 PROPOSED SKY PLANE ELEVATION Peter & Allison . 16 it634,17 County Rd, Greenport, NY A-1 . 1 8 PROPOSED SECTION VIEWS ttII11944 -1 . 19 A PROPOSED SECTION VIEWS Description ttItE REMODEL III771 tDepartment of Buildings - itDenial Request - 08/13/2024 - 6/16/2025 IREV'ISION 1 DATE: 6/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED PAGE: T-1 N R ID Cover Sheet Scale=NIIL DOB APPROVAL: STAMP CONSTRUCTION NOTES WIND FRAMING NOTES REVISION: 6/16/2025 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES - 2020 AS LISTED BELOW ROOF SHEATHING REQUIREMENTS FOR WIND LOADS Building Department NoD Version ZBA2 INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE 1. RIDGE-TO-RAFTER ASSEMBLY: SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATF FIELD .4 F BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD 1-1/4" X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4. WHEN A SUPPORTS IN THE PANEL FIELD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 1 Od COMMON NAILS REQUIRED IN EACH END OF THE 4' PERIMETER EDGE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. ZONE SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. „ a: . ^t:: i 2. ALL CONSTRUCTION TO CONFORM TO THE: DESIGN OF THE 2018 IBC AND 2020-NYS"SUPPLEMENTS. INTERIOR ZONE 8d COMMON 6 O.C. 8d COMMON 12 O.C. GABLE ENDWALL RAKE 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY: r.' AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE SHALL BE IN , THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR - SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL WALL SHEATHING REQUIREMENTS FOR WIND LOADS 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SNOWDoN 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT. SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY 3. WALL-TO-WALL ASSEMBLY: INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. SPECIFIC USE EXPRESSED OR IMPLIED IM THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH% UPLIFT CONNECTIONS IN PLAN CONTENTS c Consulting Architect/Designer 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS OCCUPANCY CLASSIFICATION PRIVATE HOME - RESIDENCE 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANT LOAD 8 PEOPLE Sim ® ' LTD EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. BUILDING HEIGHT +/-33'ABOVE AVERAGE GRADE 8. THE GENERAL CONTRACTOR IS TO CONSIULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS DESIGN CRITERIA 2020 NYS BUILDING CODE/2017 NEC $rjWillow Street 71 BOOKCASES, SHELVING, PANTRY, CLOSETS, TRIMS, ETC. 4. WALL ASSEMBLY TO FOUNDATION: CONSTRUCTION TYPE TYPE V PER SECTION S602 OF THE IBC 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT EXT. BALCONIES 60 Orient, NY 11957 CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND DECKS 40 SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER THE PLATE AND NAILED IN ATTICS W/O STORAGE 10 DAJID SNOWDON-JONES FOUNDATION NOTES ACCORDANCE WITH TABLE 3.3b. WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH SQUARE DESIGN LOAD CALCULATIONS ATTICS W/O STORAGE 20 1.THE GENERAL CONTRACTOR AND MASON) TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS CODE (T) 212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES ROOMS (OTHER THAN SLEEPING) 40 2. ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. ROOMS (SLEEPING) 30 (E)dsj@snowdon.us 3. PROVIDE * EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR STAIRS 40 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: GUARDRAILS ANY DIRECTION 200 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED EXPOSURE CATEGORY DESIGN FOR CAT. C WITH #S RE BAR, 18" LONG AT 12° O.G. USE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6" O.C. ATHE PANEL EDGES AND 12 O.C. IN THE FIELD, AND % INCH GYPSUM WALLBOARD ON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION E N G I I&IME E E RpEft 5. UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4' THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL EDGES AND 10* O.C. IN THE FIELD SHALL BE IN F - FOUNDATION) DETAIL PAGE AND GENERAL THICK SAND OR GRAVEL FILL WITH 6N6 WARE MESH REINFORCING, INTERIOR SLABS TO BE MINIMUM 4* ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. NAILING SCHEDULE SEE GENERAL NOTE PAGE Nick Mazzaferro P. E. THICK. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS [LAYERS). EGRESS -SEE FLOOR PLANS AND WINDOW SCHEDULE 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8x16 CAST IRON 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: I FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 PO Box 57, Greenport, NY 11944 FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-Ib TIMES THE APPROPRIATE LENGTH SMOKE & CO2 DETECTORS IRC. CARBON MONOXIDE ALARMS TO COMPLY WITH R31 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. 5 IRC. (T) 516 457 5596 CONSTRUCTION CODE. A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLING. 7. INTERIOR SHEARWALL CONNECTIONS: (E) nickmazzaferro@verizon.net 8. DRAINAGE AS REQUIRED BY CURRENT N.V.S. CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED WHEN INTERIOR SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 NAILING SCHEDULE FRAMING I N G NOTES RESPECTIVELY. ri ROOF FRAMING: PER 2020 NYS BUILDING CODE 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: WALL FRAMING: PER 2020 NYS BUILDING CODE of NE yo FLOOR FRAMING: PER 2020 NYS BUILDING CODE ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH ROOF SHEATHING: PER 2020 NYS BUILDING CODE 2 FIR UNLESS OTHERWISE NOTED, ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE N2 + BTR. DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH TABLE 3.5. CEILING SHEATHING: PER 2020 NYS BUILDING CODE * 0 0 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16' Q.C. UNLESS OTHER WISE NOTED. 9. CATHEDRAL CEILING ASSEMBLY: WALL SHEATHING: PER 2020 NYS BUILDING CODE - �'` - 4. UNLESS OTHERWISE NOTED, ALL BEARING WALL HEADERS TO BE (2) 2:10 82 + BTR. DOUG. FIR. BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED FLOOR SHEATHING: PER 2020 NYS BUILDING CODE �2�Fo 4 051 -WALL HEADERS TO HAVE (2) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN \ AR FEss►oNF / LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA / BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. GROUND SNOW LOAD 30 PSF _ rBETWEEN 4-1" AND 6-0" AND 2X6 WALL OPENINGS BETWEEN 5411" AND 8-4". PROVIDE FIRE STOP AND WIND SPEED MPH 130 5.-BLOCKING WHERE APPLICABLE. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS FIREBLOCKING NOTES SEISMIC DESIGN CATEGORY B WEATHERING SEVERE t WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED - BY CURRENT NYS CODE 2020 FROST LINE DEPTH 3 FT. 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) TERMITE MODERATE TO HEAVY BATHTUBS. FLOORS TO HAVE CERAMIC 'TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. DECAY SLIGHT TO MODERATE UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: WINTER DESIGN TEMP. 110 7. PROVIDE (2) 1-3/4* THICK MICROLAMS ( HEIGHT TO MATCH FLOOR OISTS)AROUND STAIRWELL AND/OR 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING Address OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED (TYPICAL). LEVELS, CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKIED AT INTERVALS NOT EXCEEDING 10 FLOOD HAZARDS YES 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS STEIN RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0* O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL SPACES SUCH AS OCCUR AT ABBREVIATIONS Peter & Allison UNDER ALL BEARING WALLS SOFFITS, DROP CEILINGS AND COVE CEILINGS ADJ. ADJACENT MIN. MINIMUM 10. PROVIDE INSULATION BAFFLES AT EAVE: VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES ALUM. ALUMINUM MR. MOISTURE RESISTANT 634,17 County Rd, Green port, NY NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. APPD. APPROVED MW. MILL WORK 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A MINIMUM }* THICK, 4 PLY AR COX 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE BRD.A. BOARD NIC. NOT IN CONTRACT 11944 EXTERIOR SHEATHING GRADE PLYWOOD, PLYWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. BRK. BRICK OC. ON CENTER 12. UNLESS OTHERWISE NOTED USE * THICK TAG PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED BOT BOTOM OS OUT SWING WITH PL400 SUBF OOR AS PERIVE AND SCREWED TO MANUFACTURE'S INSTRUCTIONS.FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER PLUMBING NOTES I CLG CEILING CL. CENTER LINE PL. PLATEOPENI Description 13. ALL BATHROOM WALLS TO HAVE T THICIK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER NY.S. CONSTRUCTION CODE-2020. COL. COLUMN PLUMB. PLUMBING CEILINGS AND OVER FURNACE TO HAVE * THICK TYPE X SHEETROCK. ALL OTHER PARTS OF BUILDING TO 2. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, CONC. CONCRETE PLYWD. PLYWOOD HOME REMODEL HAVE REGULAR j' SHEETROCK. ALL WALLS TO BE TAPED AND FINISHED. PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE. VERIFY WITH THE STATE CONT. CONTINUOUS PT. PRESSURE TREATED 14. ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE & WATER BARRIER OR CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. CT. CERAMIC TILE PNT PAINTED APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE TORCH DOWN TYPE MATERIAL OVER. (� /a► NOTES DIA. DIAMETER RPC. REFLECTED CEILING PLAN Department of Buildings - 15. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, SILL PLATES TO BE HV/'-'� DR. DOOR REQ. REQUIRED Denial Request - 08/13/2024 INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY DWG. DRAWING RM. ROOM q REQUIREMENTS. EA. EACH R.O. ROUGH OPENING REVISION 1 - 6/16/2025 2 SUBCONTRACTOR ELEV. ELEVATION SPECIFIED HVACCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIIREMENTS WITH THE EQUIPMENT L SPEC. SIMILAR ELECTRICAL NOTES SUPPLIER. 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S, CONSTRUCTION CODE 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBIMIT IT TO THE GENERAL EQ. EQUAL STL. STEEL 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER ! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXIST. EXISTING T & G TONGUE AND GROOVE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2OA7 NEC. EXT. EXTERIOR TEL. TELEPHONE 4 INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER THE IBC & NYS OTHER NOTES F.P. FIREPLACE TBD TO BE DETERMINED CODE F.R. FRENCH TO. TOP OF 1. PROVIDE &* TYPE-X SHEETROCK FIRE STOPPING AT 10-0* MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. GALV. GALVANIZED TYP. TYPICAL 2. USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPLE PROTECTIVE COATING FOR CONTACT WITH ACO. GWB GYPSUM WALL BOARD LINO UNLESS NOTED OTHERWISE ENERGY NOTES 3. INSTALL 1-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC HEATING, VENTING& VIF VERIFY IN FIELD DATE: 6/16/2025 1. THIS DESIGN COMPLIES WITH THE 2020 IBC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES INCLUDING AIR CONDITIONING W/ WITH PROJECT NO.- 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IBC. STORAGE AND TOILET FACILITIES, PROTECTION OF EXISTING WORK TO REMAIN, ACCESS TO WORK AREA, HOURS OF INSUL INSULATION WD. WOOD DRAWING BY:VA 3. PRESCRIPTIVE DESIGN -APPLIED AS PER CURRENT ENERGY CODE. THE FOLLOWING ELEMENTS ARE PERMITTED WORK, AVAILABILITY OF WATER AND ELECTRIC POWER AND ALL OTHER CONDITIONS AND RESTRICTIONS INT. INTERIOR WP WATER PROOF INCLUDED - ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION + VENTILATION. FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE THE WORK IN A CAREFIUL AND ORDERLY MANNER WITH THE IS IN SWING XPS EXTRUDED POLYSTYRENE CHECKED BY: DSJ LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. LBS POUNDS SCALE: AS NOTED SOIL NOTES 5. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES, AND SERVICES TEMPORARILY MAX. MAXIMUM DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. MO. MASONRY OPENING 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 6. IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PRIOR TO FILL REMOVE AND ADO ADDITIONAL FILL AS NEEDED. DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER OR THE ENGINEER IMMEDIATELY, 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 35% PROCTOR DENSITY (PER ASIM D 699 AND ASTM D 1567) SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND COMPACT THE 50&AT 12" LETS (TYPICAL)), CONTRACTOR TO HAVE FILL TESTED BY A PROFESSIONAL LIABILITY ARISING THEREFROM. AGENCY FOR COMPACTION. 7. ALL WINDOWS: U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE PAGE: G-1 General Notes ON I l DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 1-112" 1-1/2" 1-1/2" 1-1/2" 1-112" 1-1/2' 1-1/2" 3/4" =Z=3E2M3LL 06 06 3/4 0000.0.0 .00 000 I. C) 1-1/2"LAV 1-1/2"LAV VD % ✓ M1 1-1/2"SINK W 1.1/2"SINK 1-1/2"LAV __j NOWDoN 2' 2" 3"V,�W.C. 2' 2 S7101EI 2) 3-wl) 2) SHOWER ME C 0. GAS METER v, Consulting Arch itect/Desig ner 11/2' 11 LTD GAS RISER OWDOIP Basement Diagram First Floor Diagram Gas Riserk ,9 Gas Riser85 Willow Street #71 rd3/8 in - 3/8 in 13/8 in 1 3/8 in 1 ft Orient, NY 11957 -JONES DAVID SNOWDON(T) 2125181818 ------ (E)dsj@snowdon.us ;:, ; r f 1-1f2" 1-112" 1-1/2" 1-1/2" 1-112" 1-1/2" 1-1/2" 1-1/2" 1-1/2' 1-112" • 1412" 1-1/2" 1-112" WASHERNick Mazzaferro P. E. 1--1/2"LAV 1-11TLAV r 11-1/2"LAV 1-1/2"I_Ay' 'd1-1/2"LAVPO Box 57 Greenport NY 11944 1-1/2"LAV (T) 516 457 55962"3-WCJ 2/ I SHOWER (E) nickmazzaferro@verizon.net 3"W. 2"SH:5 3"W " ,"_2"TuI) )cJ2"SHOWER7 e'',; - C.O. CO. LaundryDiag �� Second Floor ramv ;' a cwzu° 3/8 in 1 ft3/8 �� i n 1 ft 05WOOD FLOOR LATICRETE 9235 WATERPROOF MEMBRANETO EXTEND MIN.6"UP SURFACE OF WALL LATICRETE 4237 LATEX THIN SET MORTAR ADDITIVE WITH LATICRETE 211 CRETE FILLAR POWDER OR LATICRETE 3701 MORTAR AND GROUT ADMIXTURE WITH PLUMBING WORK GENERAL NOTES LATICRETE FLOOR&WALL THINSETAddress 1. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS BY FIELD INSPECTION,AND BY MEASUREMENT AT THE PROJECT SITE;THIE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECTSITE, THE WORK AND THE CONTRACT DRAWINGS OF EACH TRADE. ADJUST THE WORK TO SUIT THE STEIN RESIDENCE CONDITIONS FOUND AS DIRECTED BY THE ARCHITECT AT THE SITE. LATAPDXY EPDXYGROUT2. PAY ALL FEES, OBTAIN PERMITS AND CERTIFICATES FOR THE WORK IN THIS CONTRACT. FILE Peter & Allison AMENDMENTS FOR CONTROLLED INSPEC'TION REPORTS IN ACCORDANCE WITH THE BUILDING CODE.(2) Top Plate 3. TEMPORARY WORK AS NECESSARY AND REQUIRED BY THE GENERAL CONTRACTOR SHALL BE PART OF 63417 County Rd , Greenport, NY A nd 2x6 L (2) Top Plate2x4 and 2x6 Lumber 2 urrib6� THE CONTRACT. 2x4 and 2x6 2x4 and 2x64. INCLUDE OVERTIME COSTS IN THE BID PROPOSAL TO PERFORM WORK WHICH WOULD INTERFERE16 OCStuds 16 OC StU 11944 i' en lallmom Wate,,,00l Poo, lelodC WITH OTHER TRADES. PERFORM SUCH WORK AT NO ADDITIONAL COST TO THE OWNER.Fire retardant wood Provi 5. SCHEDULE THE WORK IN THIS CONTRACT TO COORDINATE WITH THE OTHER TRADES; FOR TIMELY000MPLETION;TO AVOID UNNECESSARY CUTTING AND PATCHING. NOTIFY THE ARCHITECT OF ANYDescription blocking as required Bracing as required CONFLICTS UNCOVERED, FOR RESOLUTION BY THE ARCHITECT. to 6. REFER TO ARCHITECTECTURAL DRAWINGS FOR TEH EXACT LOCATION OF EQUIPMENT AND CHASES. (1) Layer 5/8 Type (1 ) Layer 5/8 TypeINSTALL THE WORK TO MAINTAIN CEILINGi HEIGHTS SHOWN ON THE ARCHITECTURAL DRAWINGS. XGBA EA. SIDEHOME REMODEL XGBA EA. SIDE7. MAKE PENETRATION OF CEILINGS,WALLS AND FLOORS CLEANLY AND CAREFULLY,WITH 1/8"MAXIMUM CORNER BEAD2" CLEARANCE AROUND PIPE. TIGHTLY PACR SPACE BETWEEN PIPE AND OPENINGS WITH AN APPROVEDNON-HARDENING MASTIC. Note: Department of Buildings - Note: aiw_ 8. PROVIDE ANY APPARATUS,APPLIANCE:, MATERIAL,WORK, INCIDENTAL ACCESSORY,OR MINOR DETAIL, (TYP.)N,'4,"" METAL STUDSProvide 5/8" Provide 5/8" Denial Request - 08/13/2024 Fire retardant wood EVEN IF NOT SHOWN OR NOT PARTICULA�iLY SPECIFIED,WHICH IS NECESSARY TO MAKE THE WORKREADY FOR OPERATION AND COMPLETE MND PERFECT IN EVERY RESPECT,AT NO ADDITIONAL COST TOCementitiou cker Cementitious backer blocking as requiredTHE OWNER. REVISION 1 - 6/16/2025 r board & vapor barrierboard & vapo ',,barrier �' 5/8' PTD. GWB (SEE in liecrof.outtertayei' r, in lieu of outter layer 9. PROTECT THE WORK UNTIL FINAL ACCEEPTANCE BY THE OWNER. ANY WORK WHICH IS DAMAGED,LOST FINISHES)OR STOLEN PRIOR TO FINAL ACCEPTANCEE SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 2',a of GWB. at shower of 6W/84' t10. IN ALL INSTANCES WHERE EXISTING 133RANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE wallsj, Y Twalls, TYP. DISTURBED AS A RESULT OF TENANT ALTEERATION WORK,THE CORPORATION REQUIRES THAT SUCHBRANCH PLUMBING PIPING BE REMOVED iAND REPLACED,AT TENANT'S EXPENSE,WITH NEW PIPING FROM THE FIXTURES TO THE BUILDING RISERS AAND STACKS. IN ALL SUCH INSTANCES,THE CORPORATIONREQUIRES THE INSTALLATION OF NEW RISSER SHUTOFF VALVES IN ACCESSIBLE LOCATIONS AGREEABLE TOEngineerb&'-2,, Bottom Plate Engineered Bottom Plate THE BUILDING MANAGEMENT. NEW AND RtEPLACEMENT BRANCH PLUMBING SHALL BE COPPER TUBING. ALL WATER LLINES MUST BE INSULATED,AND CODE APPROVED MATERIALS Wood Flodff�jg' ..' 2x4 and 2x6 Wood Flooring 2x4 and 2x6 USED FOR SOIL,WASTE,AND VENT LINES.. PLAN DETAILDATE: 6/16/2025 11. NO WORK SHALL BE DONE BY TENANTr THAT AFFECTS STEAM LINES UNLESS AND UNTIL TENANT HAS CORNER @ SAME PARTITION TYPE SPECIFICALLY REQUESTED THE RIGHT TO)DO SUCH WORK AND HAS RECEIVED WRITTEN AUTHORIZATION PROJECT NO: FROM THE BOARD OF DIRECTORS OF THE:CORPORATION TO DO SO. DRAWING BY:VA 12. ALL PLUMBING REPLACEMENTS AND/OR INSTALLATIONS SHALL BE INSPECTED BY THE CORPORATION CHECKED BY: DSJ OR ITS DESIGNATED REPRESENTATIVE PRIOR TO BEING ENCLOSED. SCALE: AS NOTED 13. PLUMBING AND ELECTRICAL WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REINFORCING TAPE & REQUIRED PERMITS AND CERTIFICATIONS3 OBTAINED. COMPOUND14.WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED, NEW1 HR RATEDTYPICAL INTERIOR PARTITION1 HR RATED PLUMBING INTERIOR PARTITION (TYP.)BRANCH PLUMBING LINES ARE TO BE INSTrALLED BACK TO THE BUILDING RISERS AND STACKS.NEW SHUT METAL STUDS7/8 i�n -- 1 OFF VALVES AS REQUIRED TO BE INSTALLED 5/8' PTD. GWB (SEE 15, NO WATER OR GAS PIPING SHALL BE INSTALLED WITHIN THE FLOOR FINISHES) PAGE: G-2 1 ft 1 ft General Notes OPLAN DETAIL Nil DOB APPROVAL: STAMP INTERSECTION @ SAME PARTITION TYPE - - ---- - ----------------- - REVISION: 6/16/2025 w p, 91 (�10 z Building Department NoD Version ZBA2 BEARINGS SHOWN HEREON ARE ¢ o . SYMBOL LEGEND BASED ON LIBER 12648, PAGE 0337 Q �� GAP` aJ;'W MONUMENT FIND MANIHOLE. Q� TEST HOLE m W a C) LP. / I.B. FND M "A"-,INLET TREE ~ �. I.P. / ,.B. SET "B"-'1NLET SHRUB W z a LL ..1 qLo O <w. ✓ 'gi x,p3cS SPOT ELEVATIONS E3 YARM INLET 40 BOLLARD r� UTILITY POLE YARC) INLET ® WETLAND FLAG �Q Q ELEC � W 2 v. }- E :TRIC METER GUY WIRE � CANT. CANTILEVER 4- UTILITY POLE W/LIGHT EGGl GAS METER FE. FENCE C ~o LIGHT POLE � WATER METER MAS. MASONRY ll z Noo -o- SIGN pQ GAS VALVE PLAT. PLATFORM Q Q Q ' OWD o PVC FENCE (PVC) W.W. WINDOW WELL Q WATER VALVE >W w — o--- STOCKADE FENCE (STK) B/W BAY WINDOW °""0 0/H OVERHANG In=a Z —x-- CHAIN LINK FENCE (CLF) C/E CELLAR ENTRANCE ,-��W —x— WIRE FENCE R/O ROOFF OVER Zj A/C UNIT z` "z r FIRE HYDRANT D.C. DEPRESSED CURB N CROSS CUT G.O.L. GENERALLY ON LINE Q STAKE X0 0/1- ON LINE R.O.W. RIGHIT OF WAY m Q W o � Consulting Architect/Designer O �10Qp Z� Z OtA�Z O "t r '0< SNOVAIWIDO 'L U ^' In �ZW' NO 11 LT""' _ ` V oZ W �_W� 85 Willow Street #71 ~w0 Woop, u '/� K a��Z Orient, NY 11957 w w i z oZo zowo DAVID SNOWDON-JONES C— Y�OZ Q N Q �- Q0 rz v (T) 212 518 1818 . . of 343.18' _ O (E)dsj@snowdon.us �J w / rA n` S III /• —I V O W O~'z� ✓ � ?"i�ZW 0 / C_ �O O w c 'rW =O Z N v' 1 F-w30x E N 1 1 o Q W OQ(=/1 W 2142 E E L., C_ "wow Nick IVlazzaferro P. E. U Z m � o ' PO Box 57, Green port, NY 11944 � 000G � � J p o o (T) 516 457 5596 F W o axm oQ,1 jcoI ` ' � _� � (E) nickmazzaferro@verizon.net W o I ', �� x 3 3 _ GRAVEL / 1 w P>>o 0" DRIVEWAY w W TAX LOT 19 ko oWDF I S�Ci5�4J '/O"E---� 3 b� WDF 4' µ100D EEC _ POOL $tip, . . o a w a; SLT/ EQUIPMENT P/E >' = 1�10.4.I N CONIC. PAD�p 1' 475.68 W a 0 3 '� \ ' 1.25 ' r w +POOL GATE GAR I }a o a 69.71 165.87 ti 219.00 d o 5.9' >I<Z o _ ml " a "` GAR 22:3'.. �3.4' � W a. • Q ���W a r O _A �5.2' 0 W �� � ~�Za I O \ O \ ° J ARC NG o FRAME I ` J' 1 w3 y 2 01 OQ CLE 2i o o^ N„ GARAGE 3Za F� N0 b510y \ 90. 00 w w Q_0ox 90 0 F w Win , ":r � \ A V 61.0 ° I <m Z \ ROFE s�oNP �e- O J x W u 22.3'.... O w ti- x a7°�4'00. ` GRASS —/ I M I 0 II N 3 w O \• \ OQ'� CEO STONE WALE �\ OVERGROWN 0 a�W� �1• w O(nallo W `� \ oO, / ,art \ GATE �� ___ m���� \ t9 63.00 J� —� ��y 1 2' OD 4' WOOD EEN. 365.84' _ w z n_�o� (�1 • aG w GRASS — I — J w s W Q O Q 7 O ,�- DECK p°�� D�CK.. / I — —� — I N o a a S36'�-- a0 --.WAY � GAF' 205 ,� OVERGROWN DIRT DRIVEWAY ,� — —�1 O O N Q \ U RIGHT- F `.. �,� .� \ TEMPORARY — _— —— — —— C14 ow Q w z o V) 3WNNZ °1..• pO ' to O \MESH FEN — < I c to Q r..N36 47 fvZ �•, °� x I w _. . _ . _ . ..a < 0 � QZoo �IFND Address CV = ZQCLEARING n MON6 w � \ �6° " I ~~�3W STEIN RESIDENCE yJ�\ TAX LOT 18 ��� wP" I I 1 X 0 p� ^w U W Z 0 �o Q o o w 0'Q'C' ���\ 2.�05�, , , I �, �— �- , 1z--' Peter & Allison w, �\ ,0 ( ;v SSORY.. dp y I I � I I i 0 CV �Cl) u Z so a >o 0o M. 1 I I O (� DOWW N 2FROE cE 01 1 NWNom 63417 County Rd, Greenport, NY O oo\ 3 d '.RE03h1� 7.5 . 141.2� ( I I d w z o •� �6\ ; - I , 0 0 V)CY) �NWW} 11944 0 1 I 0 Z m�aar �Q-nQ WRF I I I I ' o Q G z vw x af oaoW Description U. 239.18 ' _ WIRE IFEN. x x x xU.>_z W x x �X --N28°18'20"W �x , U WZZ > a0 N24°19 '50"W WRF z _x x— �82.21 3` L25.0'--~� O `-� 0 Sao HOME REMODEL j3.0' xw m I O CC 0 3°6�� I o>QQw W�x- r_ /'� �o W z O JYWZ� Department of Buildings - LU >-NQz TAX LOT 17 `��~�Q x N Denial Request - 08/13/2024 Ld � � z O LL z EWWzg �' �' O ;� W REVI;SION 1 - 6/16/2025 o o LU goz0o Q YQ z t0 o B8zo� •V • � N O Z U7QYE1-n �l Z O T U }O K Oh�- 1 W,z LOT AREA o z I. U m 5 W Z o 56,812.59 S.F. w z Q Z} ` I 1.30 AC. ` O FOR REFERENCE ONLY °— _`U LL �,�QaZ -- ---- --------- --- — -- MON ---- PO _ _ z n w N DATE: 6/16/2025 ORIGINAL SURVEY PROVIDED SEPARATELY `° w ~ W o W W D 0 o o N i t t PROJECT NO: LOT AREA (n (n o Z w'0 DRAWING BY:VA TOP OF BLUFF CD W QWoz� LANDWARD CHECKED BY: DSJ 31,936.54 S.F. o SCALE: AS NOTED o I 0.73 AC. �ox7ww _ - HW&oo [�] N3WOum, V 3 07 25 2023 UPDATED SURVEY MC ^ a o Q 2 07 14 2023 TOP OF BLUFF AREA CALCULATION JTS JTS 1 z& W o I \\ 1 07 12 2023 UPDATED SURVEY MC JTS O�w F_ REV DATE DESCRIPTION BY CHK �4 g P� PAGE: i A-1 Survey DOB APPROVAL: STAMP I w IL `� GRAVEL REVISION: 6/16/2025 Qw ` DRIVEWAY ��� �1`' �. ,,, Building Department NoD Version ZBA2 w 4/00D 44J X w WD F .. . .r. � rn ,� P of Q 1 .4 • SLT ' 0 DoN N WDF EQUIP EE . 4 WOOD 0.4 cot` • oo� w GATE Consulting Architect/Desi ner �-- 219 * 00 0 5.9 g J 0 '� 22. ' m G 11 LTD 85 Willow Street #71 ca.- ° Orient NY 11957 o Ct�EARtG -' �-°�., FR`AN ' i ® o . . DAVID SNOWDON-JONES 0 • z o CL_ �-\F (T) 212 518 1818 ® ;� `� \ (E)dsj@snowdon-us Ln �� 0 0 00 , Q j '' �N,G w �Q �' N 0 Ury n � ° 22: 0 E mimm G I I'm' E E R O \4 Nick Mazzaferro P. E. ~' PO Box 57, Greenport, NY 11944 o . '` ' S� N \ (T) 516 457 5596 ® ® \ =� (E) nickmazzaferro@verizon.net 000 ATE \ o0o Woo D EEN. \ \ \ . 1,77 00 051 AU Ad d�ress 'AX LOT 1� STEIN RESIDENCE \\ -321 Peter & Allison 634117 County Rd, Greenport, NY C9 11944 2. �'(L` ,�rr.• tom"" v Y "°.'"\ :\, `\ � � \,\ .,\., ti\ `., ``^ '' '` `\\ \ '\ `\ \^ ``\ ^� \ '\ \,, \ ' '1 Description CP � �, HOME REN�ODEL Department of Buildings - Denial Request 08/13/2024 REVIISION 1 - 6/16/2025 27 11 R`NG c�I ✓ Q? \A11 FEN• DATE: 6/16/2025 -~ '✓' U VV PROJECT NO: DRAWING BY: VA N24019 t5 0 WCHECKED BY: DSJ _.--''�� 182* 21 _ $" SCALE: AS NOTED � 3.G LL • a w , ,41 PAGE: 0 00 A-2 Site Plan O Scale 1/8 if = 1 oil DOB APPIROVAL: STAMP i OtjND REVISION: 6/16/2025 4NDSBuilding Department NoD Version ZBA2 ISL140.00 LOSG 001'00 N37 `O j O �� NOWDoN Consulting Architect/Designer r S 370 00„yq SNOWDON 11 LTD c 13 66 85 Willow Street #71 ROXp�PSE �= o ¢ c' Orient, NY 11957 ., IA 1000-40.-l -18DAVI D SNOWDON-JONES _ 1 y . �.�;..� a (T) 2112 518 1818 O Acreage 1 .34 (E)dsjasnowdon.us ay I Ii.A!LandUse Lo r a ri` enity " GINEER" / : ' Residential E " Nick Mazzaferro P. E. w P v : eke zt PO Box 57, Greenport, NY 11944 . y+ y�, :4 . (T) 5116 457 5596 0 0 u n l y a� :ies a (E) nickmazzaferro@verizon.net v FRAMr ww 3r / > } R NG & la PESIDIENCE r `s M p" W TOP OF z t Class' n e 1 1 3 Year Fa 'f' 1'� RE y Round Residence � EN• TOP OF BLUFF c o z: 00, Is • ; °�tt�':,.e.��:,',.�"r<'."iu .,.gin, /q�,a°„ ':v.:'..- `-r':. � :, .'� � C: µ :x .. n I n PI°" r R-800. >� r A XISTIN SV4 `,'7•�1<+... '�.+' r...r. ,,. ._ ., v.,7� FM;;,y ,4�2`,��$` - Q 051 FSIDE CLEARING 50 A v i''=,�,.•� ` ��: �;'::.,•F .',';,°�;. � Q,,;, g R P / C WAG : °Mf, F. .. L n I n e n cl a r9. \ �1 c Y, WOOD DECK 00�-,sk.x..'..: -- 'A4 �.>.:_, ;�` =�f&d.`�;�,�.,;'.r_t''�'�" Zoning acres n a {. x c;;i YJ i, 3...fir, �+.'r;.`, PROPOSED � �°��; �. ;, �;. ,,,d..... '%' �..,..k.�,'° ' `v+, :,, , / / DRY WELL ;,. }...,,. , `a ,. GUTTERS — — /` � � /, � � A ` x',6'., :.,ray- a, •.,d...•.`W*.':i'`y't^' .4 ..`. /. j// /, / 2 �7 / ,.�, ;t,,tr" � •3� ry � „wy, _ .,Y..Sj.R`;�'"'��•e.' a r '�'� ' , I � ,,./ S/ /// / l � � / _ i^" ,; � .�1 - i. S��$k' 6 ,°µ nYF� S +M �i`'•i . Secondary Zone (r / / � /� ?Y i 1, L� (T Y • j f 1?.v+.w_ ?,Ve; Freshwater [p�."'" �,?p�r[ /M-'� {^,My'. 0.00 j�}�j�J �(�/�j�■ / �I / ZONING LNART .� M+' ; R_ n' ?.p �4 �'+,{' • e s W at e r l aJ Ate!' ,!/ M'111I ///. / /• �- / LOT AREA 56.81259 x3' 'G i z .n.*3.•,j'x- 3-�, .4 -� `4�-R..iy¢t Y,N,&1. - t ti'::-0 Q",1u ' ,,, •/,� // // Bl11LDABLE LOT SOE 3191651 SO FT a `;��`• 1sj� .'E:d„: lh y f q¢,. 1 �y EXISTINGHOUSE 2133SOFT1-'••• y. iu4 �y, "1„ EXISTINGT. A Address EEXISTING 690FFT j 3..± (p «dwl"1 „ .- / EXISTING POOL 476 SO FT ' 1 Y.tY:- SIr {4.R4j., »{' ;t• ''' / / ` %. / O TOTAL 3,148 SO FT E, LOi COVERAGE 9.8% i yyy�[[[[�� ,�y�{, PROPOSED HOUSE 537 SO FT e ° j Ij EXISTINGGARAGE 53750 FT 4 > Ft -;+ .,, •''.' kt ti C'�: IC^ !^{"' 111VVV!!!llVi ExIsrlNC Pt>nL 476 s0�r 4.0 a • TOTAL 4148SO F STEIN RESIDENCE LOT COVERAGE 12.98% IX PERCENTAGE INCREASED LOT COVERAGE 3.18% L Peter & Allison EXISTING GROSS FLOOR AREA 2A25 SO FT PROPOSED GROSS FLOORARE 444 FT / � j/ // �j 5`j o• � Q ( ALLOWABIEGFA PER BUILDABLE 0T 4,495 50 FT EXISTING FRONT YARD SETBACK 14/2- V / //' REAR YARD SET RACK 66'5' SDE YARD SET BACK EAST 52 63417 County Rd' 'Greenport NY SIDE YARD SET BACK WEST I2S' DISTANCE TO PIER LINE EAST 407 11 V 44 4 WOOD DISTANCE�-�"���, '� \ FRO TYARO PIER SET BACK.103'10'6 EE� G.q lE REARYARD SETBACK 78'3' •% 1 SIDE YARD SET BACK EAST'49 LOT AREA: 56,812.59 ' j SIDE YARD SETBACK WESTI4'3' ZONING CHART Article XXXVI Residential Dwelling Size Limits X FADERS >, PI S, Ep`FRS p E6. P7.00L I BUILDABLE LOT SIZE: 31, Added 10-18-2022 b L.L. No. 10-2022' Description r' 936.54 SQ.FT [ Y EXISTING HOUSE: 2,133 SQ.FT y r�4 DRppOL amended 12-13-2022 b L.L. No. 16-2022 a �34'; § 280-207 Maximum gross floor area for residential EXISTING GARAGE: 537 SQ.FT SLATE o EXISTING POOL: 476 SQ.FT dwellings in R-80 District. HOME REMODEL N TOTAL: 3,146 SQ. FTC A. Maximum gross floor area (GFA): The gross floor area shall PROPOSED �� '� ,' / n LOT COVERAGE: 9,8/o not exceed the permitted square footage calculated as follows: DRY WELL %W:/,,� / � "�,;' �� .o P q g c , �� ;ti '' (d) Lots containing up to 40,000 square feet of lot area: 4,350 N Department of Buildings - ' -' „7 PROPOSED HOUSE: 3,135 SQ.FT o �'+�/ square feet plus 7.5/o of the lot area in excess of 30,000 p g ��� EXISTING GARAGE: 537 SQ.FT square feet up to a total of 5,100 square feet maximum. Denial Request - 08/13/2024�4, D? EXISTING POOL: 476 SQ.FT (e) Lots up to 80,000 square feet of lot area: 5,100 square feet TOTAL: 4 148 SQ. FT plus 5% of the lot area in excess of 40,000 square feet up to a REVISION 1 - 6/16/2025 ' LOT COVERAGE: 12,98% total of 7,100 square feet maximum. PERCENTAGE INCREASED LOT COVERAGE: 3,18% (2) In determining the maximum permitted gross floor area, the y following provisions shall apply: EXISTING GROSS FLOOR AREA: 2,425 SQ.FT (a) "Lot area" shall have the same meaning as the area of a lot PFROPOSED GROSS FLOOR AREA: 4,494 SQ.FT or parcel defined as buildable land In this chapter. Z / ALLCOWABLE GFA PER BUILDABLE LOT: 4,495 SQ FT 2 39 ' s8'� Cb EXISTING LEGEND EXISTING HOUSE Dip r DR,VEWAv 53 y9. -� FRONT YARD SET BACK: 141'�2" ,T„ 1 / S5 0 l `„ _ REAR YARD SET BACK: 66 5 PROPOSED HOUSE _� j1'TT�_�1 ` , PROJECT N016/2025 oz 9 47 -20"yy — 80.4p0 SIDE YARD SET BACK EAST: 52 ��� --_._� N. SIDE YARD SET BACK WEST: 12'6" DRAWING BY:VA CIO CHECKED BY: DSJ PROPOSED ' SCALE: AS NOTED / I DISTANCE TO PIER LINE EAST: 407" DISTANCE TO PIER LINE WEST: 57'6" FRONT YARD SET BACK: 103'10" 3 REAR YARD SET BACK: 76'3" CO � SIDE YARD SET BACK EAST. 49, ; OR LT SIDE YARD SET BACK WEST: 14'3" 1 Z ROA _jJ� - _� PAGE: . A10h - ____ A-3 i n r 11 R Site Plat Trustees 0.�D Reduced to Fit Page DOB APPROVAL: STAMP UP REVISION: 6/16/2025 Building Department NoD Version ZBA2 0115, ;....., ...._.,a ...,,.. ,,...»_. .......» ,.._,.- -»._.. ,.. ....,». ....... ,._.._. ,..,_.. ._...._ ,.,,... ..».». ..._,.. ,.....- .�...,. ......... .....- »...�.. ; 36488H 3648SH 3646SH x I 2890 Y ` FIF F ; SNOWDO , i " it�1 i ¥6 3 Consulting Architect/Designer � f i € .._. .. _ GROSS FLOOR AREASNOVAILF) I'm ;N 1,446 SQ.FT. 11 LTD E _ I 85 Willow Street #71 { ! ` Orient, NY 11957 it DAVID SNOWDON-JONES c2636SH 3040SH (T) 212 518 1818 , r- (E)dsj@snowdon.us t t' ...,.». ,.....- «..•«,..i i. +�., i i i{ ` ,_......... 4046SH UP Nick M f P. E. M ' PO Box 57 Green port, NY 11944 34,fiRS � {k -__--------_ I (T) 516 457 5596 I I I 3446R8 (E) nickmazzaferro@verizon .net (3 IT, I � � Floor 0 Plan View Floor 1 Plan View 344SRS 0Rs ��P� "E ya C) 3/16 in = 1 ftin = - '- 3/16 1 ft r � � � i, - a � '- _ _� It - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - "1101 051�g �0 F SS10N 1. d 3040SH 3040SH 3040SH 3040SH 3040SH 3040SH 3040SH 3040SH .... _ ._. ... _..._ .____...-.____-..._.._..._._...______._. __..__.._._,. ___.._. .--.__—. ...... _...�..-..... ,...,,, ..._.._-_..._. _--._..._ ,+t.,._..... I ! ! I Address ! STEIN RESIDENCE t II I ! ! 1 330169 ► ! ! Peter & Allison ! I ! ! ! ! ! 63417 County Rd, Greenport, NY GROSS FLOOR AREA 979 SQ.FT. 11944 kt, 7 �-- _ - - - - - - - - - - - - - - __»_ - - _. - _ _.... -. - - - - - - - - — ! Description ! I ! I! ! ! I I ! ! HOME REMODEL L - - - - J ! 160183 ! ! Department of Buildings - - - __ _ _ _ _ _ _ _ � - t I Denial Request 24 REVISIO 6/16/2025 N1 3040SH 3040SH 3040SH 3040SH I L._.._ - --_. - - - - - - - - - - ---, ( ! 1 _ - - - - _._. _.._. _ — _._, - - ____ - - - - - - - ._... - - - _ — _ ._ _ ! # N. - - - - - - - - -- - - -� 1 _ r,„.,x...._w,-._-�....rr..c�.c-ex,......x:...,..s.�s-ms•.s*--..�--v�•r,-rf.....,•m� ._1...--.x-,e-.nenv�m�.�nw+- :.1r,-�-1 DATE: 6/16/2025 L _._ ....- _ ..w.. ..._._ .._._ - - - __ ._.. - - __ _ _.._. - _ _ - - _ _ _ _..._ ..___ - - - - - - - PROJECT NO: DRAWING BY:VA ! 4 12 ! 4 ,2 ! ! v CHECKED BY: DSJ SCALE AS NOTED L - - - - - - 1 - - - - - - � Floor 2 Plan View Roof Plan View 3/16 in = 1 ft 3/16 in = 1 ft PAGE: A-1 . 1 Existing Floor Plans 0 ( 11 , 11 Scale 3/16 1 O DOB APPROVAL: STAMP i HIGHEST RIDGE HIGHEST RIDGE REVISION: 6/16/2025 26.2' - - - Building Department NoD Version ZBA2 L I 'I SIN ON L T '_ _ ._ I I t I I i 1 7 1 - __ - - - F FIN I - N F - _� -- -.- - s -- --- - _ -_ -- FLOOR F - N FLOOR Consulting g Arch itect/Des g er - - - - - -- - 126' n � n CEILING FINISH-IST F OOR CEILINGFINISH-1 T FLOOR • 11.7' - -L 11.7 : F 1 :: .. --- I -- -_- T L 85 Willow Street #71 }� , .. ? S 'S.'YeC' ,K3 ....w<..,....,..:». I 5 .. ...,.,,,t{ 17 ,; E _�_ ; i ;� TTj1.. Orient, NY 11957 : I , a - -- -� - DAVID SNOWDON-JONES L I i : T I � is -1-- (T) 2 .._..,..:.«:, ......... j F I I -1 - - FLOOR FINISH-1 T FLOOR 2.7 -= _ - 2.7' (E)dsj@snowdon.us _QEI I -FOUNDATION - --^---•-� -,-' -- CEILING FINISH-FOUNDATION_ 1.7' 1.7' GRADE LEVEL 0, ------- EN GIN Nick Mazzaferro P. E. 10 GRADE LEVEL -3.4' PO Box 57, Greenport, NY 11944 F FINISH- AT FINISH -5.3' —5.3' (T) 5►1 6 457 5596 (E) nickmazzaferro@verizon.net ■ ■ / F NE�y Y Exterior Elevation Front- MA"E1 � 9 1 /4 in = 1 ft ' * �- n w 05'109h i HIGHEST RID 26.2' - - - - -�- -- - - _ _ HIGHEST RIDGE 26.2' T Address . li Ti-I -� -- . p - - STEIN RESIDENCE .� T Peter & Allison T T T T r = _ � 63417 Count Rd Green port, NY z _ 11944 FLOOR FINISH-2ND FLOOR Ak 12.6' - - - - - - -�- FLOOR FINISH-2ND FLOOR - - 12.6' CEILING - T -' CEILING FINISH- T FLOOR 11.7' ,17 Description �€ T - - - _� HOME REMODEL Department of Buildings L I Denial Request - 08/13/2024 REVISION 1 - 6/16/2025 -- -i , l FLOOR FINISH-1 T FLOOR -- I ; -Ell - - - -i Tr I 2 7' � FLOOR FINI H-1 T R i T 27 CEILING { -FOUNDATION — — �— CEILING— FINISH-FOUNDATION 1.7' ao LEVEL GRADE LEVEL - - - -- _ - -- - in DATE: 6/16/2025 FLOOR FINISH-FOUNDATION PROJECT NO. FLOOR FINISH-FOUNDATION N -5.3' -5.3' DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED Exterior Elevation Back- 1 /4OWD E2 _in - 1 ft PAGE: A-1 .2 Existing Exterior Elevation Views " Scale 1/4� 1 0 DOB APPROVAL: STAMP HIGHEST R,D REVISION: 6/16/2025 26.2' Building Department NoD Version ZBA2 I T� I SNOWDoN -' -i- - -�-r�- - - -- �- ' -1--F1 LOOR FINISH-2ND FLOOR --T- 12.6' - - - i 1-� - � I - T �- - Consulting Architect/Designer EILIN FINISH-1ST FLOOR -� 1 1.7' - - - -- -- -- - - - 1---------- ��- ® 1 LTD -1: .L,�,•� _L_7 - 85 Willow Street #71 I� -- - Orient NY 11957 I i _ -- DAVID SNOWDON-JONES r � r kI : I I I � �i T ' � t FLOOR FINISH r ' _ - � � r i j i I (T) 212 518 1818 2.7 l ICEILINGFINISH-F NDAT N - I sj@ snow don.us 1.7' GRADE LEVEL rL - 0' EINO G 114E E R w = Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 FLOOR FINISH-F UNDA N -5.3' (T) 516 457 5596 (E) nickmazzaferro@verizon.net Exterior Elevation Left- Ecc 1 /4 in 1 ft 2 �Fp NI. 051 _.._.._. HIGHEST RIDGE 26.2' i I -T r I : - k 119 Address STEIN RESIDENCE : T -'1 , I T _ I Peter Allison 63417 County Rd, Greenport, NY T - I — L FFINISH12.6' ND R 11944 CEILING FINISH- 1ST R 11.7' 1_ 1 L.Z Description T- T- Ivi HOME RE""O D E L —1 1 De a rtmen t of B u i Id i n s - I Denial Request - 08/13/2024 R FI I -1 T FL 2•T REVISION 1 - 6/16/2025 CEILING FINISH-FOUNDATION 1.7' co I GRADE LEVEL rT - 0' FLOOR FINISH-FOUNDATION -5.3' DATE: 6/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED Exterior Elevation Right- 1 /4E4 in = 1 ft PAGE: A-1 .3 Existing Exterior Elevation Views Scale 1/4 of — 1 1 oil DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 a/. g 7 I S N OWDo N -4 r f;(t i - -T- -0 O T_l-r 1- �- r �-� -�- �- I - -�-- y I T 2 GARAGE Fi 11 T S Consulting Architect/Designer 4 2 537 Q2 '_4 � j FT T ___T 4-1 7' it SROOWDON11 LTD T it I it 1 j� I i !I 1� T it 85 Willow Street #71 ) jr _ Orient, NY 11957 8 1.4 H DAVID SNOWDON _T -JONES TI-1 U (T) 212 518 1818 1-7 (E)dsj@snowdon .us ` M I 0EER E 1040 G UN J Nick �Mazzaferro P. E. Elevation 5 Elevation 6 PO Box 57, Greenport, NY 11944 4q D4 � E5 1 /4 in 1 ft E6 1 /4 in = 1 ft (T) 516 457 5596 First Floor Garage (E) nickmazzaferro@verizon.net 1 /4in = 1 ft NC Address F-7 till I I STEIN RESIDENCE #4#El- T-17 It Peter FL7 T I I I I i I I I I I t j I I I I I I I I I I I 1 1 ! 1 1 1 FL7LT--L7 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11944 i I It I r 1 1 1 1 11 1 111 — 1 1 1 1 i I I I I I 7_17- F :=E� Description -F--- -7- 1 i --____7 -7- HOME REMODEL Ij J _ �� -.-:� _ � _ Tl= I , O'er_� _ - -O - �] Department of Buildings - ( O I O' ,�-O-O - Denial Request - 08/13/2024 � � � l '-' ��� COI _10 OT O -O OT -- iL0 _j P T 7I -L-7 T T DATE: 6/16/2025 PROJECT NO: Roof Plan View Elevation 7 Elevation 8- DRAWING BY:VA i CHECKED BY: DSJ 1 /4 nf E7 E8 1 1 /4 i n f 11 /4 i n 1 f r _ SCALE: AS NOTED PAGE: A-1 .4 Existing Garage OScale 1/4'er = 1 P off DOB APPROVAL: STAMP AE115 AE1617 REVISION: 6/16/2025 Building Department NoD Version ZBA2 ;ate 60'-6 1/2" ''' 15-5 1/2" 13'-3" 8'-7 1/2" -- T•0 112" 6'-5" SNOWDoN _4 1 I _ oq fY Consulting Arch itect/Desi ner SHW 1 # f t 5'-0"X 3'-0" ' LNDRY t Y, 15 SQ FT I *,, :, yr ." SNOWDON" LTD s 1 i 6'-6"X 10'-4" 67 SQ FT �,'}�3. r x%:4 :i:J' I BATH 85 Willow Street #71 ( CRAWL SPACE a COSTCO STOfRAGE E 5'-0"X T—a" Y y 15'5"X 10'0" s ° k' »' ,' e. E s. 154SQFT MECH 8'-3"X10'-4'" r 37SQFT Orient, NY 11957 12'-2"X 10'-4" ' I 85 SQ FT 4' i 126 SQ FT DAVID SNOWDON-JONES 1­7 ' _ (T) 2125181818 1_ (E)dsj@snowdon.us �^ D29 D51 D42 F-.� 12 __..,, _...,.,._._..,.,.. ._._ D EPIM" GINEER 7'-3 1/2" o SHWR i + ,: : Nick M azzafe rro P. E. 3'-2"X 3'5" 'I F .., + P Box 57 Green port, NY 11944 p (T) 511 6 457 5596 gi I1 (E) nilckmazzaferro@verizon.net BS N A-1.16 — — _ ;4 05 SQ , ,- � — u � ;- ' ' T CEILING HEIGHT 8' 1�" I FF LU N►�h'Q cSS10o Lo j ✓g r F`,„% M Z77 S2 Up �I 3'-3 1/2" 4' A-1 18' Address : qq $ N 2 :'✓f,f;'1,A'✓ �., .c P,/a/afsiyc, u'tro+ev.' , , .... ..,.� ,¢f � •—•,ssFnns„ry •••- yy - .. STEIIN RESIDENCE / ; ; _ _ _ Peter & Allison S ]� _ _ j 63417 Count Rd Green port, NY f O Y p '; CRAWL SPACE r a € . 1194'4 1 T-11"X 9'-10" a 1 { 138 SQ FT i I Description -- / HOME REMODEL 0 0 0 22'-91/2" 13'-51l2" il 60'-6 1/2" Department of Buildings Denial Request 08/13/2024 i REVISION 1 6/16/2025 4q3?k CRAWL SP � DATE: 6/16/2025 1299S 19' CF Jl PROJECT NO: t q i 9 SQ DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED ' L PAGE: A-1 .5 Floor Plans Proposed„ _ , .f Floor 0 Plan View Scale 1/4 - 1 0 DOB APPROVAL:STAMP 114 in = 1 ff A E115 A E517/ E2 E6 REVISION: 6/16/2025 A-1.15 A-1.17 pp s Building Department NoD Version ZBA2 E f � I bw'M +...,�.,�,• ...�. ... ......»..—...» ,....,•.,++,-^ � ,,....,.�:.�w,�.,. .�.,.^.o,.w.w.`^'",.'"*'v^"^^^^a",�.»w.�,..«..,,....�,.f�,........�........... ...,.-..........»„�,. ...�....M,E.,..,...,.� k ,,.,.....a. .................-,b. � ,...�,... .., .�.d.�....M.,f:,. � �,�a �Y t SNOWDON] EE JIH r��'"•' �ii-:Y: `�f�j..'li;%,.,?% �,r��y/,.;j�r�'r 4'� Consulting itect/Designer SNOWDON 11 LTD I - D9 D9 k I•--._.-.__._....._...._.. .___.._.___....._...._.. 1 .......................3% � � y: ;�'i%;.;�'' ,,�;�; .::a�:":',"'`-,," ;',m, fey'' ;s 85 Willow Street #71 '- Orient NY 11957 DAVID SNOWDON-JONES as (T) 212 518 1818 i I v (E)dsj@snowdon.us IA § r= ER ENGINC Nick Mazzaferro P. E. PO Box 57 Green port, NY 11944 LIVING & DINING ROOM 23'-8"X27'-1," aFi -r ° G (T) 5'I 6 457 5596 1215 SQ FT ` 4 L_L :. 1 y F j FREEZER{��� (E) ni�ckmazzaferro@verizon.net j, Im N E4 E>3 t _ 4 KITCHEN J w (A� 16 324 SQ FT ?OF SSIQNA is 1 - WR UP thg i Address , ri, D16 I RESIDENCE SHWR 5'-1"X2'_10" Peter & Allison k 14FSQ FTPANTRY a , r = 63417 Count Rd Green port, NY S s;. ,." 29 SQ FT c° D1'3 ! ! p 1 UoM MUD R00 1 � 11944 8 5'3"X `6" D1 �;f X 7' g 34 S2 FT HALL � I 3:6f,X 10'-0" 35 SQ FT OSopr --- _ Description j 8'�„ � OM t W4 W14 �� DECK 5'-5"X 8'-3" !i 62SQFT !€ HOME REMODEL D5 1 ,. J, 1 .., o �1 I` .�,_�_. �,..��_.._�.�_- _----_-_ --- . --------- Ile, .1 `4 _ F `ry Y J , :' d , 's•'i`,t,k' ." " w' a'fr,,� I(lAC 5� �'""w.,. :n , Department of Buildings stv , Denial Request - 08/13/2024 y ` REVISION 1 - 6/16/2025 p GROSS FLOOR AREA ''� fir., •'„ „ ... -^5c, 2 349 SO. FT. Fq9t ROOM ' DATE: 6/16/2025 309 SQ�T7„ PROJECT NO: DRAWING BY:VA t` CHECKED BY: DSJ SCALE: AS NOTED PAGE: A-1 .6 Floor Plans Proposed Ffoor 1 Plan View Scale 1/4 - 11011 l � DOB APPROVAL: STAMP 1 / 4 in y�1 1 ft AE1tF j AE15 A;17 REVISION: 6/16/2025 Building Department NoD Version ZBA2 r�. kt O WDON 51'-5 112" ;i -" 16-91/2 _.._.' -._._._.._._.,._........_ .__... - ........... 7-2 7-41J2 6'-6i1l2 13 7' - - .is;' sj N"SZ"'.'; Consulting Architect/De si ner r-o yr 7" 6'-3'-4" 8" 6'-8" 8 2'-9" 3�aN4 11_7n s,: N = N 4!. ✓� - %/{` .ty' M M BALCONY M ' ("' ALLISON S BALCONY e 15'-8"X 4'-6" 71 SQ FT I 3i 56 SQ FT SNOWD01"Mm LTD ki i, ... ........ ...............�: :�' ..-,_.-..,....,.-::� 1i....._.: __......,..._. -.,...�: i,"_.,....._. _ .___ ,� (: C-•______--. D21 '^"^"1____._�_.:...-:�� ice'.._ _ _"-"�i ,'�i'" Y; '- '""3'NW k: 85 Willow Street #71 I ,.. ----------------- it Orient NY 11957 SHWR 8 SQ FT 2 Y R - DAVID SNOWDON JONES (T) 212 518 1818 I MSTR BA A a> $ 14'-4"X 9'-1" t 12 SQ FT ALLISON'S OFFICE ; 5 W..LC. I ,2'6"X12'-11" ` n- (E)dsj@snowdon.us 3 3 D39 12 11 162 SQ FT \ s 4 5Q FT _ ENGINEER a„ I S41 ;I W.C. r 3 \ D38 T-3"X T-fi" 25 SQ FT \\\ r Nick. Mazzaferro P. E. w2s CEILING HEIGHT 14'10" O ."e D36 PO Box 57 Green port, NY 11944 , MSTR BDRM 15'-8"X 17'-6" & , .. .,,k ; T 516 457 5596 m 291 SQ FT ;,.: ;, % ,F \ � m N - t', •(n'" BATH i W39 a (E) nickmazzaferro verizon.net y nickmazzaferro@verizon.net SHW.R",,_... B '' 2'-2" / Q'' :i �' yE` <' Fr ski`';; ' '3'0"X 5.0" 5'-0"X -0" I; 15 SQ F fi`D25 2575 SIFT II Jet— CV ,,.,..,.?. 5 h ti :. 'III pN O HALL " 22' J , 233 SQ FT er,.,,r;7 so NE 3 oHx�o" F---,BATH 3 �y;' ' ,,... ;:.;'` " A1,s �i_. I( — y M 011 15 SQ F` D47 i 38$Q FT E3 F.._...-_.... --- O 5'0"X'$'-0" ^I b a I r W � �,M _,i' \\\\ �`�.>'��+ .,• ,f`"-. — — — 40 SQ F'T.-, 5) ry x fir; ,`: . .: ,! 0511 iv D33 —I �y,' — — — �. aS �. GUEST BDRM _ ;-", ;:u� # %x: 4�0. SSIotk 101-9"X 101-10'116 SQ FT D30 o iv ��;;,<;,; jai�%; � ,.„� � in .�` =' W23 li ':`�i`':t�• ''f<p;,::�c---.....--- o:✓,'r,0 �-1- I P ••/3,„ L.NDRY VM"X 12'-4" 84 SQ FT $ DYLAN'S BEDROOM w12 X 11'-3"X 15'-7" � W30 � ,,�: ;�,4�;,: '•;,,, ..`r' :��M.:;.`";;u, 3.;s�,, .� 'n cn,�a ii ,•, O ! ;;� ,��; �y ;;;. .. .',✓,-'�!"' �o> � 214 SQ FT 11 £ + <bit Address Y r 9 ,r 5 e . .. , , STEIN RESIDENCE Peter & Allison W21 ;ro 63417 Count Rd Green port, NY BATH 3 a " D 7j SHWR ¢r 2' 3'-4" 6'-101/2" 5'-101/2"h 3' 3'a" y 1- ,; / B N 1'-10 1/2„ ,-3112" 2' f 7 rr '0"X 6'-2° u 1 1'-10 1/2„ ¢% 37 SQ Fl;:';>:" SQ FT 2'2 1s'2,/2" 2'3,/2" T-2 1/ 6'�" 17'_5" 11944 HALL �p - , 3'6"X 2" jtjj( w20 Description •,,, ;w,, � � 1Q'-5 C.�,: 39 SQ FT 40 So f / D43 p HOME REMODEL W19 Department of Buildings - . .; i%", NBA; k•":.�;"".r� N Denial Request 08/13/2024 REVISION 1 - 6/16/2025 ee O a N GROSS FLOOR AREA )s M a 2,144 SQ. FT. TOTAL:4,494 SQ, FT. ANNAg,E�L S BE ' `5}Y° "' Wt t 15 D a O 1, S3 s"k ROOM 237 SQ FT A-1.19 yN DATE: 6/16/2025 PROJECT NO: ' DRAWING BY:VA CHECKED BY: DSJ D2z SCALE: AS NOTED 73 T >5F 6" a / CIO) PAGE: A-1 .7 Floor Plans Proposed O , „ Floor 2 Plan View—Scale 1/4 - 1 0DOB APPROVAL: STAMP 1 /4 in 1 ft ,A;115, 1517 AE215 AE617 REVISION: 6/16/2025 Building Department NoD Version ZBA2 .•'tr $%P ' W D 51'-5112" 16'-21/2" 34'-91/12" ° f` r Consulting Architect/Designer 7'_2" 2'—� T-01/2" 27'-6" 2' 5'-31/2" oek SNOWDON 11 LTD 85 Willow Street #71 --------------- Orient, NY 11957 r W37 W40 W37 I "� (T) 212 518 1818 , Ay' (E)dsj@snowdon.us VAULTED, CEILING HEIGHT 14' 10" N 15'-8"X 17'-6rr 275 SO FT ,; s;;4;ry 60 , ENGINEER qA Nick Mazzaferro P. E. E ;>. cep{�'• �' �%:i?�i�M1 ^:>:� "s,yi:'%,�''9i.,r �,.9¢r�/ �F rt NY 11 44 Box 57 Green port, 9 UP (T) 1 457 5596 "± '�� %ATTIC/STORAGE--`" (E) nickmazzaferro@verizon.net I ' `/, X 21'-7" 2'-2" w` N `. % ! °•r" ,1328 SO FT e `. J ra M �...,....�....,..,.,—.,..a�.....).,x.�.�M,.•..........e^ru.......�.,..�..-�.,..,�w.-.«..,..,^�,,,..��-,..M...m.....�.......�..r.......,m...N.�,...^...,.......M... � x� ��,yR"�esa-,r. <��♦" � � 4 p NEW _r 2660 § R <E4 16 AE316 7 a1',;wrtq.�i�;,, ��`��',',' �' s..,s,�;�'. '{ •�%;� f'."'•.3 ;' ' �— _■ —A 00 STAIRWELL �t' Q 7'-10"X 12'-4" h 96 SO FT �y Address t ................... -, -� STEIN RESIDENCE _ T W35 W35 Peter & Allison 2, 34'-41/2" 2' 5'-9" 63417 County Rd, Greenport, NY �':„r _.. ,fir ..: ;'. ;•-a ��,. HF v ✓,,' j Fx. 2'2" % 51'S 1/2" 11944 ; 53'-7112" Description HOME REMODEL �. ,.;w' �..,'�r' ;� �"%`:';j:r��, �,.�... 'ter,-,^,„,.•..-._ Department of Buildings Denial Request - 08/13/2024 " - REVISION 1 - 6/16/2025 wz S3 DATE: 6/16/2025 F>. PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED PAGE: A-1 .8 Floor Plans Proposed Scale 1 /4.. it 0 Attic/Storage Plan View_- DOB APPROVAL: STAMP ol /^ ; w. — 01 .4 REVISION: 6/16/2025 Building Department NoD Version ZBA2 r.J h I S 0WDOIN _ N Fr Consulting Arch itect/Desi ner i I LTD i I I�. _ .._. ..._. _ _ _ _ _._ _ _ _ _ _ _ _. _ _ _ _._ _ _ q �� i I ` /T - ` 85 Willow Street #71 Orient NY 11957 DAVID SNOWDON JONES (T) 212 518 1818 snowdon.us " GINEER 10 Sm r I ! I ,i„r T Nick Mazzaferro P. E. : l PO Box 57, Greenport, NY 11944 1 " f I I (T) ,516 457 5596 14:12 A 14 12 ( - + 14:12 / \ 1 14:12 ," �I ( _ — _ _ _ _ _ _ : ,a ;;� _ _ _ / _ � J (E) nickmazzaferro@verizon.net /. r— NE M, , I --------------- ,Y 1° _._._...___......._._.,�:a� ,:�"7yt'yii,+2+'so� ,s;,:, .';'r>.,� �"'✓u�., 4,0.105-1 lfl A ��'....;r`t ..._ �.SS ----- 3476_ `E 3476_ _..... — 1 / I 1 Address , / r. I I _ _ _._ .- -. - - _ _ . _. •�. r x ri. .. _ _ _ _ _-� _ _ _ _ _ __ _ _ __. _ _ _ — - _ _ _ ---- _ _ _ IRESIDENCE 4., °i t %i _ i Peter & Allison If -, ; i 63417 Count Rd, Green port, NY 11944 12 - L_ __ _ _ yY, Description — — _ __ _ _ _ _ _ — _ _ _ _ __... _ _ �. — __ _, 77 HOIRVI REMODEL Department of Building - 4%, Denial Request - 08/13/2024 a REVISION 1 - 6/16/2025 DATE: 6/16/2025 r _ PROJECT NO: \ 4 I I I DRAWING BY:VA i CHECK BY: DSJ CHECKED SCALE: AS NOTED `t PAGE. A-1 .9 Roof IPIan Proposed Roof Plan View Scale 1/4n -_ 1, O1f DOB APPROVAL:STAMP 114in = 1 ft REVISION: 6/16/2025, Building Department NoD Version ZBA2 A of<51v F RAN!I M1 G SCHEDULE -:_-_ _.-- :'. 2 — — .... ......:.. _ NUMBER NAME QTY NOMINAL LENGTH MATERIAL TYPE SNOWDoNF1RAFTER 6 2 X 5112 138 15116" FIR FRAMVNG 1 LUMBER 150 5/16" FIR FRAMING 1 % / F2 RAFTER 9 2 X 5 112 LUMBER Fas F45 F45 F45 F45 F45 F45 F45 F45 I F45 .y%j,- } ., �i i :.�. F3 RAFTER 1 2 X 7 1/4 100 9/16" FIR FRAMING 1 LUMBER X 7 1/4 102 11/16" FIR FRAMING 1 LUMBER y s / F4 RAFTER 1 2 :... f r"',:' RAFTER 1 2 X 7 1/4 105 3/16" FIR FRAMING 1 LUMBER F23 F22 F14 F6 108 3/4 FIR FRAMING 1 LUMBER ' RAFTER 1 2 X 7 1/4 " rrT, ..,',F;,M •4i£1,;,�'„''�:j�v" RAFTER 1 2 X 7 1!4 109 11/16" FIR FRAMING 1 LUMBER --r' F7 !; F8 RAFTER 1 2 X 7 1/4 117" FIR FRAMING 1 LUMBER - -'-" -- --- -"- "" Consulting Arch�tect/D e F9 RAFTER 1 2 X 7 1/4 120 9/16" FIR FRAMING 1 LUMBERs ;;' %' fir: „y/ es i g n r F10 RAFTER 1 2 X 7 1/4 124 1/8" FIR FRAMING 1 LUMBER Fz3 Fla F42 Flo ;> F42 F42 X 7 1l4 131 1/16" FIR FRAMING 1 LUMBER .," F11 RAFTER 1 2 132 7 FIR FRAMING 1 LUMBER '«:, F12 RAFTER 1 2 X 7 1l4 /16" SFOOWDON 11 LTD F13 RAFTER 21 2 X 7 114 136 13/16" FIR FRAMING 1 LUMBER F23 F16 F7 F13 14 RAFTER 3 1 2 X 7 1/4 136 7/8" FIR FRAMING1 LUMBER a 2 X 7 1l4 144 5/16" FIR FRAMING 1 LUMBER 5 RAFTER 1 %% e "r"%r,'s: ter`: ' 1 i F1 14 / " FIR FRAMING 1 LUMBER I 85 Willow Street #71 F16 RAFTER 8 2 X 7 1!4 8 3 8 F17 RAFTER 1 2 X 7 1/4 151 3/8" FIR FRAMING 1 LUMBER F23 �'F16 F59 F13 / ��i.J r,,,,r, �.,:. F18 RAFTER 1 2 X 7 114 151 7116" FIR FRAMING 1 LUMBER 1 :' F19 RAFTER 12 2 X 7 1/4 158 11/16" FIR FRAMING 1 LUMBER Orient, NY 11957'` F20 RAFTER 1 2 X 7 1/4 16 7/16" FIR FRAMING 1 LUMBER 160 1/2" FIR FRAMING 1 LUMBER , F21 RAFTER 1 2 X 7 1/4 F23 F1s F22 RAFTER 3 2X71/4 1653/8" FIRFRAMING1 LUMBER F5a F13 DA`1/ID SNOWDON-JONES F23 RAFTER 21 2 X 7 1/4 166 1/2" FIR FRAMING 1 LUMBER '~t F33 F33 F33 F33 F33 F33 (T) 2125181818 F24 RAFTER 12 2 X 7 1/4 176 5/16" FIR FRAMING 1 LUMBER r•;:;%., F25 RAFTER 1 2 X 7 114 180 5l16" FIR FRAMING 1 LUMBER � F23 F1s .` ' °"' F26 RAFTER 4 2 X 7 1/4 191" FIR FRAMING 1 LUMBER F30 F47 F1 r F27 RAFTER 1 2 X 7 1/4 198 1/4 FIR FRAMING 1 LUMBER (E)dsj@snowdon.us F28 RAFTER 1 2 X 7 1/4 20 7/16" FIR FRAMING 1 LUMBER ' F29 RAFTER 1 2 X 7 1/4 21 15/16" FIR FRAMING 1 LUMBER F23 F16 F30 RAFTER 1 2 X 7 1/4 218 5/8" FIR FRAMING 1 LUMBER F17 F41 F13 .;' yL R 2 X 7 1!4 22 7/16" FIR FRAMING 1 LUMBER F11 F31 RAFTER 1 %' ;✓" F32 RAFTER 23 2 X 7 1/4 229 7/16" FIR FRAMING GREY LUMBER ` "y` F33 RAFTER 10 2 X 7 1/4 234 13/16" FIR FRAMING 1 LUMBER F23 1s F37 F13 " "•- ' _ .. F34 RAFTER 14 2 X 7 1/4 239 3/4 FIR FRAMING 1 LUMBER _... ... _-.. _.-_... . FsE N G I INE E E KE=ft s ' .....`j">' F35 RAFTER 1 2 X 7 1/4 33 15/16" FIR FRAMING 1 LUMBER F36 RAFTER 3 2 X 7 1/4 33" FIR FRAMING 1 LUMBER F23 F4s6 F37 RAFTER 1 2 X 7 1/4 37 1/8" FIR FRAMING 1 LUMBER 'j F31 F,3 Nick Mazzaferro P. E. F38 RAFTER 1 2 X 7 1l4 45 13/16" FIR FRAMING 1 LUMBER Fas Fas Fas :-, F39 RAFTER 9 2 X 7 1/4 48" FIR FRAMING 1 LUMBER ` ' l P20 ,�.. F40 RAFTER 1 2 X 7 1/4 49 3/8" FIR FRAMING 1 LUMBER ` PO BOX 5 ree Y 11944 F41 RAFTER 1 2 X 7 1/4 51 5/8" FIR FRAMING 1 LUMBER 7, G n po rt, N F42 RAFTER 3 2 X 7 1/4 54 7/8" FIR FRAMING 1 LUMBER FRAMING _ F43 RAFTER 1 2 X 7 1/4 57 11/16 FIR 1 LUMBER �P / (T) 516 457 5596 F44 RAFTER 1 2 X 7 1/4 61 1/4 FIR FRAMING 1 LUMBER I[----'--- - ~, F23 F40 r'. - ,:-': F29' F13 i F45 RAFTER 10 2 X 7 1/4 61 3/16" FIR FRAMING 1 LUMBER ",< F46 RAFTER 1 2 X 7 1/4 63 3/4" FIR FRAMING 1 LUMBER (E) rl i ckm azzafe rro @ve ri zo n.net F47 RAFTER 1 2 X 7 1/4 66 3/16" FIR FRAMING 1 LUMBER - Y" :.: .,; F48 RAFTER 4 2 X 7 1/4 66 7/16" FIR FRAMING 1 LUMBER ; F23 F49 RAFTER 1 2 X 7 114 69 91161, FIR FRAMING 1 LUMBER F. F50 RAFTER 8 2 X 7 1/4 72" FIR FRAMING 1 LUMBER " F51 RAFTER 1 2 X 7 1/4 73 1/8" FIR FRAMING 1 LUMBER - F52 RAFTER 3 2 X 7 1/4 77 15/16" FIR FRAMING 1 LUMBER F23 F51 F21 F38 F13 F53 RAFTER 4 2 X 7 114 80 1/8" FIR FRAMING 1 LUMBER - F54 RAFTER 2 2 X 7 1/4 80 11/16" FIR FRAMING 1 LUMBER __..__.__ ° I'"""~--�- F25 ,,., _ / t 0 NEW O ,.. F65 RAFTER 1 2 X 7 1/4 81 7/16" FIR FRAMING 1 LUMBER ' _.._'. F56 RAFTER 1 2 X 7 114 84 1l8" FIR FRAMING 1 LUMBER F23 Fs7 `' k,>, - --- --' -' ;; ',33"°"" F43 F13 F57 I MA RAFTER 1 2 X 7 1/4 85" FIR FRAMING 1 LUMBER _" / F58 RAFTER 1 2 X 7 1/4 93 5/16" FIR FRAMING 1 LUMBER F34 F34 F34 F34t"I;;%',,F34 F34 f n F34 ,' " F3 F344 F3a F34 * I F59 RAFTER 1 2 X 7 1/4 95 3/16" FIR FRAMING 1 LUMBER +— F60 RAFTER 1 2 X 7 114 96 7/8" FIR FRAMING 1 LUMBER F23 w F61 RAFTER 3 2 X 7 114 97 3/16" FIR FRAMING 1 LUMBER �? F62 RAFTER 7 2 X 7 1/4 97 7/16" FIR FRAMING 1 LUMBER F23 F6 'w{,',: , s`s,._ _._._ .,..., \ •" '�•IR•l �4�' F23 F9 �"-"• 1. F58 F13 ..g ..._. ._.,. ., F48 F48 F48 F5 F13 •,�r:.,, ��� Address F26 b% r F53 F53 F53 F53 STEIN RESIDENCE F62 F62 F62 F62 F62 F61 F61 F61 Peter & Allison ':.fir, �:.1:�;'�`'.' 'YdF.. "'^'*• s- 63417 Count Rd Green port, NY y-F26 F26 11944 a£ Description F24 escrip on ��,�.,/i)':• "4.fit. F19 F24 1` HOME REMODEL kv: F19 F24 w - ' ! Department of Buildings - 't F19 F24 Denial Request - 08/13/2024 REVISION 1 - 6/16/2025 F19 F24 e V' F19 F24 ':;":', i{;r;•,; %" ass>,'. F19 F24 F19 "�•%? , ',. F24 F19 F24 DATE: 6/16/2025 PROJECT NO: F19 F24a % DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED i r � PAGE: Framing , Roof A_1 .10 Roof Framing Plan 1 /4 in = 1 ft O , Scale 1/'4 1 0„ DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 SNOWDoN r}� RUE i Hea er T t*" i Fes- I Consulting Architect/Designer ;a ELI z R: SNOWD01140 11 LTD ILL) x 2 '' s. c µ - /- 85 Willow Street #71 ILL[ Orient NY 11957 -ILI —LrLL _LL DAVID SNOWDON-JONES (T) 212 518 1818 (E)dsj(d)snowdon.us 16-5 1/2" 21'-9 1/4" ;;% %;,' y E lftoGINEER Nick Mazzaferro P. E. 1 112 X 9 114 ENC.LUMBER JOISTS 16"OC PO Box 57 Greenport NY 11944 (T) 516 457 5596 Flush Header TYPz° ' , — / i F,0 F,0 F,0 F,U F10 F,08 (E) nickmazzaferro@verizon.net </ O N \ Y A O�if 1 1/2 X 9 114 ENG.LUMBER JOISTS 16"OC I _ 051 Flush Header TYP 1 Address - - - F3 F3 STEIN RESIDENCE ` Peter & Allison F, F2 63417 County Rd, Greenport, NY / 119414 Description HOME REMODEL ry n i;i — {x�,:" Department of Buildings Denial Request - 08/13/2024 ~' REVISION 1 - 6/16/2025 ♦/red . DATE: 6/16/2025 rr2xs1r4E:N� PROJECT NO: �UMseR J018Ts 16„OC , '', f / w DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED � PAGE: First Floor Framing , Floor A-1 . 11 Floor Framing Plan 1 /4 in = 1 ft Scale 1/4„ _ , 1 o.. DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 elvt t F41 F33 F33 FRAMINIG SCHEDULE __,-_—"----__---__-_.____.--'.-----_________ NOMINAL LENGTH MATERIAL TYPE SNOWDO NUMBER NAME CITY "~ DECK POST 1 4X4 '24 13/16" CA-B PRESSURE TREATED LUMBER LUMBER i F1 DECK POST 1 4X4 :25 3l8" CA-B PRESSURE TREATED LUMBER LUMBER Flush Header Ti YP ;. F2 K POST 2 4X4 <30 1/8" CA B PRESSURE TREATED LUMBER LUMBER } F3 DEC "h. 1 CA-B PRESSURE TREATED LUMBER LUMBER i x F4 DECK POST 2 4X4 8 1/8" 1 1/2 X 11 7/8 '147 1/2" FIR FRAMING 1 LUMBER F5 HEADER 2 F34 F34 F3 4F6HEADER 2 1 1/2 X 5 7/8 !85' FIR FRAMING 1 LUMBER �11��� F7 HEADER 2 1 1/2 X 8 3/8 '103 1/2" FIR FRAMING 1 LUMBER y' �= Consulting Architect/Designer F8 FLOOR BEAM 1 10X12 124" COLOR-WHITE LUMBER 1 X12 !88 3/4" COLOR-WHITE LUMBER BEAM 1 0 F9 FLOOR FLOOR BEAM 6 2X10 '124" COLOR-WHITE LUMBER F10STEEL-I . , "~ F11 FLOOR BEAM 1 5 1/2 X 9 1/4 :237 1/8" IRON POLISHED " SNOWDON LTD 1 2 X 1/4 :261 3/4" IRON POLISHED STEEL-I ! j "/"✓ F12 FLOOR BEAM 1 5 / 9 Fee STEEL-I ?;'- v '' F13 FLOOR BEAM 1 5 1/2 X 12 417 3/4" IRON POLISHED F14 HEADER 2 1 1l2 X 8 3/8 •116" FIR FRAMING GREY LUMBER FLOOR BEAM 1 5 1/2 X 12 :346 7/16" IRON POLI SHED STEEL 85 Willow Street #71 FLOOR BEAM 1 5 1/2 X 12 :347 7/16" IRON POLISHED STEEL I F 16 F17 FLOOR BEAM 1 5 112 X 9 1/4 .423 1/4" IRON POLI SHED STEEL-I , F18 FLOOR BEAM 2 5 1/2 X 9 1/4 .477 1/2" IRON POLISHED STEEL-I y -, Orient, N 1 957 F19 HEADER 2 1 112 X 9 7/8 109 1/2" FIR FRAMING 1 LUMBER — F42 -. qs. t mot. F20 HEADER 2 2X10 76 3/4" FIR FRAMING 1 LUMBER " F21 HEADER 4 2X10 86 1/2" FIR FRAMING 1 LUMBER ` . DAB/I D S N OW D O N J O N E S F22 HEADER 8 2X6 27 1/2" FIR FRAMING 1 LUMBER F23 HEADER 2 2X6 32 1/4" FIR FRAMING 1 LUMBER F24 HEADER 40 2X6 33 1/2" FIR FRAMING 1 LUMBER i (T) ,212 518 1818 F25 HEADER 2 2X6 37 3/4" FIR FRAMING 1 LUMBERS/ F26 HEADER 4 2X6 39 112" FIR FRAMING 1 LUMBER F27 HEADER 4 2X6 41" FIR FRAMING GREY LUMBER ' ,%. `;,, r <; ^; k , 4'."z; (E)dsj@snowdon .us F28 HEADER 70 2X6 43 1/2" FIR FRAMING 1 LUMBER F29 DECK BEAM 1 4X8 121 3/16" CA-B PRESSURE TREATED LUMBER LUMBER F2s . 45 1/8" FIR FRAMING 1 LUMBER 1 1/2 X 9 1/4 ENG.lUM3ER JOISTS 1s^oC F30 HEADER 2 2X6 / F18 i Z!�✓, ;li' F31 HEADER 2 2X6 45" FIR FRAMING 1 LUMBER F32 HEADER 4 2X6 63 1/2" FIR FRAMING 1 LUMBER F26 F33 HEADER 6 2X8 65" FIR FRAMING 1 LUMBER _ F34 HEADER 10 2X8 77" FIR FRAMING 1 LUMBER F35 HEADER 4 2X6 43 1/2" FIR FRAMING GREY LUMBER F36 CEILING BEAM 1 4X6 92 7/16" FIR FRAMING 1 LUMBER r F37 HEADER 2 2X8 85" FIR FRAMING 1 LUMBER F13 Nick M azzafe rro P. E. F38 POST 1 5 1/2 104" IRON POLISHED ROUND F39 HEADER 2 7/8 X 1 1/2 47 7/8" FIR FRAMING 1 LUMBER "^'' ' " : , :"; ,za" PO Box 57 Green port, NY 11944 Flush Header TYP F40 POST 2 10X10 96 11/16" COLOR-WHITE LUMBER "''"` Y`` p F41 POST 2 5 1/2 109 3/8" IRON POLISHED ROUND F42 POST POST 4 5 1/2 121 3/8" IRON POLISHED ROUND (T) 516 457 5596 F43 DECK BEAM 1 4X8 63 7/16" CA-B PRESSURE TREATED LUMBER LUMBER F44 FLOOR BEAM 1 1OX12 88 11/16" COLOR-WHITE LUMBER F45 DECK BEAM 1 4X8 65 11/16" CA-B PRESSURE TREATED LUMBER LUMBER F46 DECK POST 1 4X4 15 1/8" CA-B PRESSURE TREATED LUMBER LUMBER r, (E) nickmazzaferro@verizon.net F47 CEILING BEAM 1 4X6 92 1/2" FIR FRAMING 1 LUMBER 528 F48 HEADER 2 2X8 85 1/2" FIR FRAMING 1 LUMBER .; NIEw y�( - - - Flush Header TYP r O 05 1 112 X9 1/4 ENG.LUMBER JOISTS 16"OC1111__;" �,";''rlllS_y. E$S NP 1 -'' Flush Header TYP �s '-:: ". �' F42 F42 F42 Address STEIN RESIDENCE -` Peter & Allison . y � '� •�� ,,: ',: � I � Ili 63417 Count Rd, Green o rt, NY F28 F28 F28 s I 11944 Y>- ,. _s ------ Description , F31 "-'. - fi F28 HOME REMODEL 112X, l rM F28 Department of Buildings 4 v,' Denial Request 08/13/2024 REVISION 1 6/16/2025 F28 F28 DATE: 6/16/2025 PROJECT NO: ��• t �� DRAWING BY:VA F2s CHECKED BY: DSJ SCALE: AS NOTED F28 - PAGE: Second Floor Framiniq , Floor- A-1 . 12 Floor Framing Plan 1 /4 in = 1 ft O Scale 1/4" _ 1 0 n DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 ......._.,......__.... ._.-.__........._...... _...,,. __ ._......_..._.._.....-..__....................._...__.-_....-.......__--._......-...,,.,.......-. '' OWDoN ""J F28 F22 F28 �n ' O F20 F28 o O O Consulting Architect/Designer M N AV W& 0 r uWU S im 11 LT F28 � � •i;s � `�<%'` �� „'�'.,.'�� '��,y `, 85 Willow Street #71 Orient NY 11957 , IF24 , - ` DAVID SNOWDON-JONES T) 212 518 1818 i ( (E)dsj@snowdon.us F' OGINEER ............ ----_---_----............ Eim I ; : I �•�;.;,<'jam;f. � '�.�i„'/;�: f"ll ,r is i F24 Nick Mazzaferro P. E. II 1 %!'.y :„� I <'y ii�3 h'"i si.i ii%',;•'-". .,.-+,�,,.//,,;,i;. ' 1 11 x 4 ENG.LUMBER JOISTS 18 2 91, o�' PO Box 57 Green port NY 11944 i n. (T) 516 457 5596 9 , (E) nickmazzaferro@verizon.net I g, F24 _-� --- -- -­----­--- F 41 F28 — — — t-- ro F12 I e��•I 22'� 'f \ �d• b51© F28 s� y". i rr;'<f',;y., F28 F21 ; F28 F28 Address F25 r STEIN RESIDENCE Peter & Allison 63417 County Rd, Greenport, NY F28 11944 Description :- F28 HOME REMODEL ...Via... �„ , :✓ -W'�>„�i�"� j` I I Department of Buildings Denial Request - 08/13/2024 REVISION 1 - 6/16/2025 F28 r i <<: ' o_ DATE: 6/16/2025 PROJECT NO: I _v DRAWING BY:VA V ==�' CHECKED BY: DSJ SCALE: AS NOTED i r � / ! I ; l, ' \0 PAGE: Attic Framing, Floor A-1 . 13 oFloor Framing Plan 1 /4 in - 1 ft Scale 1/4 of = 1 1 011 DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NOD Version ZBA2 SNOWDoN Consulting Architect/Designer oWINDQW 3SCHEDULE SIN10AWDON II LTD # 1 FLR. QTY ROOM SIZE R/O DESCRIPTION # FLR. QTY ROOM SIZE GLAZING TYPE DESCRIPTION R/O A.F.F. H.H. EGRESS COMMENTS 85 Willow Street #71 D1 1 1 LIVING & DINING ROOM 81090 106 1/2"X108 1/2" MULLED UNIT VINYL ._-1.~ W1 0 1 BSMNT 3030SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 36 1/21IX36 1/21, 48" 84" i D2 1 1 GARAGE 3070 R EX 38"X87" EXT. HINGED-SLAB W2 0 2 BSMNT/UNSPECIFIEID 1670SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 18 1/2"X84 1/2" 0" 8411 Orient CM D3 1 1 GARAGE 9070 110"X87" GARAGE-WESTFIELD SOLID 7' W3 0 1 BATH 3030SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 36 1/2"X36 1/21, 48" 84" , NY 11957 [a D4 1 1 HALL/POWDER ROOM 2680 R IN 30 1/2"X96 1/2" HINGED-SLAB W4 1 1 POWDER ROOM 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2 X48 1/2 48 " " 9611 11 I... DAVID J D5 1 1 HALL/FAMILY ROOM 3480 R 4211 X98 1/2 BARN—SLAB I W5 1 1 BATH 3448SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X56 1/2„ 4011 9611 NOWD N-JONES j D6 1 1 HALL/W.I.C. 2680 L IN 30 1/2"X96 1/2" HINGED—SLAB { W6 1 6 FAMILY ROOM 3440SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/21IX48 1/2" 4811 9611 (T) 212 518 1818 ,.j D8 1 2 LIVING & DINING ROOM 5090 L IN 62"X110 112" SLIDER—GLASS PANEL ANDERSEN 400 SERIES W7 1 2 GARAGE 3448SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/21IX56 1/2" 40" 9611 D9 1 2 LIVING & DINING ROOM/UNSPECIFIED 6090 L IN 74"X110 1/2" SLIDER—GLASS PANEL ANDERSEN 400 SERIES ffi W8 1 1 KITCHEN 3440SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/21IX48 1/21, 60" 108" (E)dsj@snowdon.us j . D10 1 1 LIVING & DINING ROOM/UNSPECIFIED 6090 R IN 74"X110 1/2" SLIDER—GLASS PANEL ANDERSEN 400 SERIES EB W9 1 2 LIVING & DINING ROOM 3440SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X48 1/21, 48" 96" D11 1 2 LIVING & DINING ROOM/DECK 6090 R IN 74"X110 112" SLIDER—GLASS PANEL ANDERSEN 400 SERIES [ W10 2 1 SHWR 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X40 1/21' 40" 80" ENGINEER L; D12 0 1 BSMNT/BATH 2680 R IN 30 1/2"X96 1/2" HINGED-SLAB ® W11 2 1 OPEN BELOW 61187 DOUBLE PANE WITH LOW-E MULLED UNIT VINYL 83 1/8"X103 1/2" -23" 80" D13 1 1 MUD ROOM/CLST 5068 R IN 62"X82 1/2" SLIDER—SLAB W12 2 1 DYLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HR ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 801, D14 1 1 MUD ROOM/DECIK 3090 L EX 38"X111" EXT. HINGED—GLASS PANEL CUSTOM DOUBLE GLAZED MULTILOCK < W13 3 1 VAULTED, CEILING HEIGHT 14' 10" 2020AW DOUBLE PANE WITH LOW—E SINGLE AWNING ANDERSEN 400 SERIES 24 1/2"X24 1/2" 40" 64" if' D15 1 1 KITCHEN/MUD ROOM 2670 L IN 30 1/2"X84 1/2" HINGED—SLAB [ W14 1 1 PANTRY 3440SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X48 1/21, 4811 96" N lick Mazzaferro P. E. D16 1 1 KITCHEN/PANTRY 2670 R IN 30 1/2"X84 1/2" HINGED-SLAB " "W15 1 1 POOL CABANA 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2 X56 1/2 40 96 PO Box 57 Green port, NY 11944 i // 11 F " 11 11 11 11 1 i D17 1 1 POOL CABANA 3070 R EX 38 X87 EXT. HINGED-SLAB _._a W16 1 1 UNSPECIFIED/LIVING & DINING ROOM 3421SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2 X25 1/2 0 25 D18 1 1 POOL CABANA 5080 L/R EX 62"X99" EXT. DOUBLE HINGED-GLASS PANEL W17 2 2 ALLISON'S OFFICE 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 80" (T) 516 457 5596 D19 1 1 POOL CABANA/BATH 2670 L IN 30 1/2"X84 1/2" HINGED—SLAB W18 2 1 ALLISON'S OFFICE/ALLISON'S BALCONY 3480SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X96 1/2" 0" 9611 D20 1 1 SHWR 11050 R EX 24"X63" EXT. HINGED—SLAB ¢+ W19 2 4 ANNABEL'S BEDROOM 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X40 1/21, 4011 80" (E) nickmazzaferro@verizon .net { D21 2 1 ALLISON'S OFFICE/ALLISON'S BALCONY 6880 L IN 82"X98 1/2" SLIDER-GLASS PANEL ANDERSEN 400 SERIES y.,., f W20 2 1 HALL 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 80" MI D22 12 1 ANNABEL S BEDIROOMIBALCONY 12070 144 1/2„X84 1/211 MULLED UNIT VINYL W21 2 1 BATH 4 3034SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 36 1/2 X40 1/2 40 80 11 11 11 11 [; D23 2 1 BATH 3/GUEST BIDRM 2668 L IN 30 1/2"X80 1/2" HINGED-SLAB [��-j W22 2 1 DYLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/21, 4011 80" �+ D24 2 1 BATH 3/HALL 2668 L IN 30 1/2"X80 1/2" HINGED-SLAB W23 2 1 GUEST BDRM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 80" YES \ \ W \ [ D25 2 1 SHWR/BATH 2 2480 L IN 28 1/2"X96 1/2" HINGED-GLASS PANEL W24 2 1 LNDRY 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 4011 80" NF o D26 2 1 BATH 4/W.I.C. 2670 R IN 30 1/2"X84 1/2" HINGED-SLAB W25 2 1 MSTR BA 6146SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 73 3/4"X54 1/21, 30" 84" 5 P5 Mq H D27 2 1 DYLAN'S BEDRO1OM/BATH 2 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB W26 2 2 MSTR BDRM 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 80" * °� ,1 W27 2 1 MSTR BDRM/BALCOINY 3480SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2 X96 1/2 Oil 96 — z k� D28 2 1 DYLAN'S BEDROOM/HALL 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB " " I D29 0 1 BSMNT/MECH 2680 R IN 30 1/2X96 1/2i; HINGED—SLAB W28 2 1 MSTR BDRM/BALCOINY 3481SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2;;X97 1/2it 0" 97" j D30 2 1 GUEST BDRM/HALL 2668 R IN 30 1/2 X80 1/2 HINGED—SLAB []IW29 2 1 OPEN BELOW 3450SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2 X60 1/2 60„ 1201 [} D31 2 1 HALL/ALLISON'S OFFICE 2670 L IN 30 1/2"X84 1/211 HINGED-SLAB W 3 0 12 1 GUEST BDRM 3434SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HR ANDERSEN 400 SERIES 40 1/2"X40 1/21, 4011 80" YES j D32 2 1 HALL/HALL 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB W31 1 2 LIVING & DINING ROlOM 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X48 1/2" 60" 1081, [ 4 D33 2 2 HALL/CLST 5068 UR IN 60 1/2"X80 1/2" DOUBLE HINGED—SLAB W32 2 2 STRG 3448SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X56 1/21, 42 7/8" 98 7/8" LI D34 2 1 HALL/W.I.C. 2670 L IN 30 1/2"X84 1/2" HINGED—SLAB Lj W33 2 2 STRG 3450SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X60 1/2" 60" 120" [� D35 2 1 LNDRY/HALL 2668 L IN 30 1/2"X80 112" HINGED-SLAB W34 2 1 W.I.C. 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X40 1/2" 40" 80" [� D36 2 1 MSTR BA/MSTR EBDRM 2670 L IN 30 1/2"X84 1/2" HINGED—SLAB W35 13 3 ATTIC/STORAGE 2020AW DOUBLE PANE WITH LOW—E SINGLE AWNING ANDERSEN 400 SERIES 24 1/2"X24 1/2" 40" 64" D37 2 1 MSTR BA/SHWR 3680 L IN 44"X98 1/2" SLIDER—GLASS PANEL W36 1 1 LIVING & DINING ROoOM 61190 DOUBLE PANE WITH LOW—E MULLED UNIT VINYL 83 1/8"X108 1/2" 0" 108" [f D38 2 1 MSTR BA/W.C. 2670 L IN 30 1/2"X84 1/2" HINGED—SLAB [ W37 3 2 1630FX DOUBLE PANE WITH LOW—E FIXED GLASS ANDERSEN 400 SERIES 18 1/2"X36 1/2" 1" 37" [� D39 2 1 MSTR BA/W.I.C. 2670 R IN 30 1/2"X84 1/2" HINGED—SLAB W38 2 2 DYLAN'S BEDROOM 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 112"X40 1/21, 4011 80" YES D40 2 1 MSTR BDRM/BALCONY 6880 L IN 82"X98 1/2" SLIDER—GLASS PANEL ANDERSEN 400 SERIES [ W39 2 1 BATH 2 3434SC DOUBLE PANE WITH LOW—E SINGLE CASEMENT—HL ANDERSEN 400 SERIES 40 1/2"X40 1/21, 40" 80" Address D41 2 1 HALL/MSTR BDRIM 2668 R IN 30 1/2"X80 1/2" HINGED-SLAB W40 3 1 3430FX DOUBLE PANE WITH LOW-E FIXED GLASS ANDERSEN 400 SERIES 40 1/2"X36 112" 1" 37" YES R] D42 0 1 BSMNT/LNDRY 2680 L IN 30 1/2"X96 1/2" HINGED-SLAB _ W41 1 1 MUD ROOM/DECK 3440SC DOUBLE PANE WITH LOW-E SINGLE CASEMENT-HL ANDERSEN 400 SERIES 40 1/2"X48 1/2" 4811 9611 STEIN RESIDENCE €I D43 2 1 W.I.C./ANNABEL'S BEDROOM 2670 R IN 30 1/2"X84 1/2" HINGED—SLAB D44 2 1 W.I.C./DYLAN'S BEDROOM 2668 R IN 30 1/2"X80 1/2" HINGED—SLAB Peter & Allison `j D45 1 1 POWDER ROOMWSHWR 2480 R IN 28 1/2"X96 1/2" HINGED—GLASS PANEL Li D46 0 1 BATH/SHWR 2470 R IN 28 1/2"X84 112" HINGED—GLASS SLAB 63417 County Rd, Greenport, NY [I D47 2 1 SHWR/BATH 3 2480 L IN 28 1/2"X96 1/2" HINGED-GLASS PANEL (I D48 2 1 SHWR/BATH 4 2480 R IN 28 1/2"X96 112" HINGED—GLASS PANEL _ 11944 f D51 10 1 BSMNT/COSTCO► STORAGE 2680 R IN 130 1/2"X96 1/2" HINGED—SLAB W D54 10 1 BSMNT/UNSPECIIFIED 15070 L/R EX 62"X87" EXT. DOUBLE HINGED—GLASS PANEL Description (HOME REMODEL Department of Buildings - Denial Request - 08/13/2024 REVISION 1 - 6/16/2025 DATE: 6/16/2025 \ r i PROJECT NO: % DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED PAGE: A-1 . 14 Windows & Doors Schedules O Nil DOB APPROVAL: STAMP REVISION: 6/16/2025 Building Department NoD Version ZBA2 —HIQHEST RIDGE 33.3' JIIIiI RIDGE 31.6' I r m _ p F -_1 .LY.,- ;-t- -- FLOOR F I 7_1 SNOW DON �-r� - 22.6' I I N R FINISH-ATTIC/STORAGE CEILING FINISH7- 22.6' - - - -�- 1i T - T 21.6' _ j -- 7 - -�T L 21.6' FLOOR T T - Consultng Archtect/Desi ner I� w1s w1s I w24 �"�- was w3a ; i i L.---- a D22 � I ea,.ri err.at;I �•Tex•sa+.rcauvnw ', ' i I�.I F IH- ,3.6' I 1 T ELOOR I IH12.7' 'r� - TF LOOR 85 Willow Street #71- ND FLOOR R FINISH ND FLOOR13.6' 12.7' Orient, NY 11957 DAVID SNOWDON-JONES € a I a W6 W6 Dt O- ___1 W36 �. - (T) 212 518 1818 I 1 I � 1 (E)dsj@snowdon .us cV I IIli T_ �..— { 2.7' Ii f --" N I ___ - FLOOR FIN 2.7' CEILING FINISH-FOUNDATION - -t-- - L •� -- RA DE V m- - — _� RA 0 ! Nick Mazzaferro P. E. N N M PO Box 57, Greenport, NY 11944 -6.3' ELQ (T) 516 457 5596 (E) nickmazzaferro@verizon.net El Exterior Elevation Front- _� 11_1 '\ ' 3/16 in 1 ft lye \ pVOFE SIOKP� I 33.3' RIDO 31.6' _ - � Address ` W35 4., i.. Y O ;�s I W37"g � W40M ..bsr W37` ; W13 O _ _ STEIN RESIDENCE F RFINISH- TT T �+ CP Peter & Allison II 22.6' _ L . NCH-AT T 22.6' � T- 63417 CountyRd, Gree rt, NYI IN FINISH N F 2,s' - i i j f 5m1 II w3a i 1 r w10 1-� W2,5 I - t{ W 18 (p `e D31 j tl W27 D40 W28 ...j;.t: ; io 4 Description FLOOR FINISH 2N v _ ! } 1 y FLOORr_..... - �� - - _ 13.6'__ �� E R� ®D�� ry . - - FIN12 7' 1S �I 12.7' I I - � � t t7 -I• � 1 i t _�1 k I .-._s€ 1 .,:; j � I 1( .......•„e.i.:....•� t T�� D I epartm en t of Buildings I ' _ Denial Request 08/13/2024 t 08t�� i D6 1 j D9 ( �� 09 �; D110 I, j t j i I Ei ;i j REVISION 1 6/16/2025 u � { i i if i i.� L--- ,.._._... j �((! - ? i.ELOOR FINISH IS 2.7' E t :I "�_Lr Nt i OL -. -, 27 MUNG FINISH-FOUNDATION 1.7' FINISH FOUNDATION _.. ---- ---------- -- - RASL_DE[;:VE! I - - --- - Q' --- GRADE ADELEVEL 01 DATE: 6/16/2025 FLOOR_FI- f I I PROJECT NO: 6.3' - �LSH-FOUNDATION -----_---- - DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTE[ E2 Exterior Elevation Back- 3/16 in = 1 ft PAGE: Proposed Exterior Elevation Views A-1 . 15 Scale 3/16 If = 11 0 11 DOB APPROVAL: STAMP REVISION: 6/16/2025 N Building Department NoD Version ZBA2 _HIGHEST RID rA, _ HIGHEST 33.3' 33.3' ::I fir'✓, �� b (i I m - f11 �I 11 LiL Lii LL INISH.-ATTIC/STORAGE S OI I I /FL CEILING FINIS ' 22.6' NW DoN 22.6' v 21.6' NG FINISH-2ND FLOOR ( 21.6' W23 , -co Consulting Architect/D e s i n e r _ tit LT O T1-T OI�y r -�- j <<� - T—O—�,— —'-�--1— �-. � —r-7--- I ���--'—r- -r—`- -{ �- �--- --�-- —T1 _1 _� J—.J__ _i 1_ 'I l�llll�-� _ --T T � fT___1 � _ _T.-�_.._.-_--_� 1_ '� ! -�-� � I �I! III I EII _..1 T- Tj -�_- �- t 1 - L _ T -{�r l T- '`- -' .._..- T. -I __ i_ _ ' Il,-! i SP- 20WE"ItIlm"I' m ' 1 LTD FLOOR FINISH ! �,-L-L,— __� ! T�_ I iL�� 1- - _iT J T T 1--) r1- 1.. �T..1. 1. ill 13.6 - -; -� �T- �T L T it F CEILING FINI T -.T �- , 13.6' 12.7' 85 Willow Street #71 -- - -i� I _1 -i _ T - '- 12.7' - - -�i I O� , .II Orient, 7 r �-J �- DAVID SNOWDON JONES O -r`-' '--�- �° M, ` I Erl,l s rT � I (T) 212 18 1818 L_ 1�O L 7 _I_ -r T �T O _ L LT r _I ` I ! (E)dsj@snowdon.us FELQ F!NI H-1ST FLOOR - 2.7' , I , 2.7CEILING FINISH-FOUN TION 1.7' _.... ..._.. _ - - - - - - - FINISH-FOUNDATION T 0, m -_ _.- D LEVEL . ENGREER (V - - Nick Mazzaferro P. E. N - - - zo PO Box 57, Greenport, NY 11944 FLOOR FINIS -FOUN ATI N rL --6 3' IL FLOOR FINI H-F (T) 516 457 5596 -6 3' (E) nickmazzaferro@verizon.net Exterior EIevation Left- E3 - - 3/ 16 in = 1 ft F IN ' O I c ' Fp O 51 pROFE SJOS / HIGHEST RIDGE RIDGE 33. 31.8' i v ' rn o o Address N F FI I H_3RD FLQQR. STEIN RESIDENCE 22 6' TOP OF PLATE I Ty I H Q - -1- _ �r T� �T- -�- I FIN21,6 NDF R Peter & Allison 21 1 -- - - ---TJ- - -� - r - - - y.l �T I it ' r�-� TI _ i_� !Y k I� 1- -I -. ' �- �- T -£-, /W,7 T�- - 63�417 County R Gree o NY �; _ _ I� ty d n p rt , 1� r.A'.^°-•.f ��. ....._Pz �$C i�TJ , I i._' #5 _...d £: µ 1 \ rf � i�--•- O i _'---•--'-�-�,= 4 II L T j I -7 °' k w� L �—_ o� 11944 L I I ,T T_ _T_ -�-- � `---T- t_ _1 I O _ T __. ---r�- I_-�-- i— 1_ 1��--rJ--�' -r-�--r-- --�- -s —r--L--r� -�-- r� _.T-.a..r._ FLOOR FINISH-2ND FL --O_ T "-'J- --r - L J- -;.. - �- �i. r r T - - -I -E I L__.jam'_....-L �--E_�-� r- r.. - -� 7 -� 1- - -! - -- - FINISH ■ ■ OOR FINI ND FLOOR 13 6' - Description Y L _ escr ion J - FINISH -�-- p I � I � - LING FINISH-1ST FLOOR r T L, 1-- J L__�1 - J T L �- L - -T 12.7' I I - I 1 T r TLjO —T 1 - - - ! 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I --r -L-�- 2.7' ` I OR 1.7' SxBADE LEVEL 0. ! s: a !, -- I{ I I Ik! j1 arsaYmr_ - ___ - W2 DSa W2 - --- -6.3' --- _"'"-"-- DATE: 6/16/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ Exte-rior Elevation Ri ht SCALE: AS NOTED E4 . 3/16 in = 1 ft PAGE: Proposed Exterior Elevation Views A-1 .16 O Scale 3116 - 10 off DOB AIPPROVAL: STAMP d AViS :1` AO�1dd`d Boo „0 ,I aleos u01janal`I auald ASS posodOJd O - LVVV :3J`dd ui 9 � /c 9 UOIJeAGJ :� 9q (MON Sd :31VOS fSa :,&G a3NO3HO do:,k9 JNIMbNa - -- _ :ON l031 02id I=P gzM9 b/9 :31da ._.. ..... l ,--'� Lt0LL I I jl ! € CL❑ (� I 60 j 3 i 80 — _ Jt] I{ r - f �_ fI'# 1 _.L 3 I E SZOZ/9 G/9 NOISI/ \�a 11 i { I li i % i I 3 i !! 1 C _ � _ bZOZ/E /80 }sianba� leivaQ T -' -_ _ - _ - - -r- TO _ ' r .r__—�T"�T:%_�L"-�_.: I:...t.,._:.,.�:.::r__. :. -��-_Lr_".._r-�-,,-�-r-�. [-`.0-"1-.':�_ .....L._ -• --r r sbui in a -- . ,.'pl 8 ��o �uau� eda , _ i I + _--• . ;, .- ; t� ;;s 11 _i_ _f.� _r ram, L-i-'r-� :r-:_.._ �:' .,..'.•. !_ �` i .. 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I;,j ­_ _14 1 1 I- I i -_ -_ I I I — --J-FL-7 NOTES: _�_� I : � I I y D24 @�D 1 1 11 _1__­1__­1------ -11 __.1__�__­______ .I- 1__� — I ; - . _ , I I - ___L_!_ ��, *', - ­__­1-_­`_ I I I I L_r I ---�-L,--L� I "I �'i I I SITE PROTECTION:FURNISH AND INSTALL PROTECTION AT ALL 11 - - I — 7' _T_ I- -I I I J� I I t t -1 ; I I- I ,.--I;;; --- i , '--L----1--------L-77__L_I i I i 1 1 __T__j-7--1_1__j-1_'_ ___ ' I I ]I I — -1--LT­-- NTRACTOR TO INSTALL FENCE WHERE ; I SNOWDON 11 LTD I 11 �... �i - F---------1 i i i ' I , Li L I 1--i i, - 7' 1 -F- . ! __j LTLTI I " I — I - __ t L tt � 1 _�,_ r__1 . IL,- � - --,--LT--, -L'-i -,--- I �I I I , , I I I 1 - F APPLICABLE AND MAINTAIN WORK WITH JOB ENVELOPE. 7i � -_ _T I . I I __:___ ;, — � i ` -_ -_- -'-7--j—- - -1- -F-11- - i I I � � -:; I IL��.j ; 1 1 ! I ___ _F t -I- -L-F--F " I - � 11 - ALL UTILITIES(WATER,GAS,ELECTRIC)ARE TO BE -1 ­-,--I- - -I---­11--..1, � ; I ��� �;;; Ll I I T__1 I I I I 11 I . I _L.......I----r_J_�—� I � I i I I I i I 11 . DISCONNE TED BY THE APPROPRIAT IN ITI Rl ; I I � . � ; ; ! i - I ; L I I I I i:1: I I 11 3L 11 11 I MOBILIZATION TO THE SITE. %" i ! ! I I t� ­_,�--l- I...,,--T-L I 1_,___I_,__LI I �-4 7 , ; 85 Willow Street #71 —_j_�_--j— --I— I I _ __F ­ .1 -1 - - I I . L - __ -L-L � I ,-1 _L___1 . � I� I % I " I i ! I i I ­­1 ­­­ � 11.-111, I ­11 Ill 11-"_1"_­ 0-1-11 I I —� (� i — 1 _1____L_7_-, --!-_i I T I I 11 . i I I ]7-' _l_ I i i I , -I . . I - -11 1---T-!__F . k- FOUNDATION:8"X 16"FOOTINGS WITH(2)#4 REBAR CONNECTED S D24 I i I — I I L - THROUGHOUT.FORM&POUR 8"THICK POURED CONCRETE le'. - t , -� ; I - f - __ -1 -- 11 11 Orient, NY 11957 , ­L_ -.1-,r- �__J____ - _ - -i i �_71_ 1 T I- I ! 1 , — T, -1 � � ,. ;?, f — t i I I I I I I I ; I I I i I � -1 _� --I--- ___ ­­ ____ ___11 WALLS AT THIGH. KAMACK WATERPROOFING WITH RIGID i . I . .. .��-t- it-- I I F"', ,,- 1 j,7� / - JL I ! INSULATION PROTECTION BOARD AND,OR EXTERIOR S , I -_ : _. - I I ! i ,F __ I 1 j : 1 7 1 1 1 1�', i 7 1i - WATERPROOFING OF EXTERIOR FOUNDATION WALL+INTERIOR i ­­ — I DAVID SNOWDON-JONES _-1-1_ I � - . �_, I . I I ! � I lj� i� I I I I I i STUDS WALL WITH CLOSED CELL SPRAY FOAM INSULATION. __L___L___L_.._L­__ I - I I _ _ .- -- ��� I i i � I , i I " . 1i i I I T I ! I IL L_ i----- --.----. I L____ � I - �----------- =_F__�,4_ ____5I7_�a___SF_tA__ I I I � - -_ — -_, 1� - I _L_ 4"POURED BASEMENT SLAB,WITH WELD WIRE ­ - 11 I �� -, �� ____­1_- � � - I i _J_-�.� i I p__J� Lill [1, T , I - :��­�_,_ -1_]---I L_ I REINFORCEMENTS,TROWEL FINISH. I , ; � I ! : _L __L__i_ 1__�'j'jv'-, 1, I � __� __�_ �4 _jj; � -1 .� - (T) 212 518 1818 j_._T_j_._1.� -------L-- ­--?­-.R- __T_ J 13 i , I - -_ j 11 ! ! L i . I ,L -j—J_71'��_11 - -I--- . � I I I I I I I I 1 i I I i I _. I I 1 1 i i I 17 . I $�",I I I I T L._,..__.1__! I L _J ! I I ! 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"t `% IN 1�1 I - " ­ I 6 I " 1� .1 I 1, ., ., �, I SILL SEAL i �;11_'.S�_ , . - - " ­ CAST-IN-PLACE ANCHOR ! , ,It, r'...'._NFI I I r r I - ,; i �. . I'- - 2x TOP PLATE - � BOLT SQUARE WASHER i - .___L .. .-.I - � .. ___ __ �11 11� I , I 2x WALL STUDS (T) 516 457 5596 1 1. I . 1. r�� ' j I I ) I I I : . 1 I SPRAY FOAM INSULATION MIN R-28 ____ I I-- --- - I '. - I I - I .- I I _­1 =j �4_\, \--I - - , I L=--;--L -a I ! . 11 I .— ___­______ . � .,--,-r- , ._ . , - I .'I - . � . - - . - . . . _ . I . � 1,,:: _, VAPOR BARRIER I � � � V­l LE . � I �9_ I � _. . . . . r I . I 1 4 ­— I i--l- � -I _:,_� I ;___ � -_-_�__I I r - ff , , , , ,- I I __T_ r-.1-1 ___1 . . :--­t t, Y'--,*,: DRYWALL -.---,, f___ ­ I , * I I 'T_77 . ---,-,! I I-. .- . I, - , , --� _ I I - -! I I_. _-T.7 , ,1,7* . . !.-.--' I I � �,. (E) nickmazzaferro@verizon.net I......-I\,/- " - _.�i 1 1 .1 ­ " -!.7'�-I,I_L! -­_* 1.i --I--:-'-..-- I .r".... ­... __ .. ----i t_-_ k .. , j : i 1 : " - I I I 7 - I 2x6 WALL STUDS I I - I I �, It v --- _�_� FINISH SIDING I -, I I I i� , —� — ... 11�� I, .- ,. '.-���.. 3/4"FINISH FLOO I I ; I 11 -.,.,-11 , -r I I I, . ,�. . I ­ 0-I'll " . � - 3/4"SUBFLOOR-\ I " HYDROGAP DRAINABLE � t-_. - , 1 -1:1 , 'I I " ,- 0 NE ., . 1 1 , ­ -, � .0 . Section 1 KAMACK INSULATION+ � I , 1h , _�,�� _�//I.I I, ,�_,� -� / j.M I � RIGID BOARD PROTECTION �1_ . -, \ ' S — ! �, /—, 3/4"SHEATHING ' ; I I I i I':_ - � I * / `�; * \ ! �, I _�' I , I .i ''I I� PARALLAM CONCRETE FOUNDATION WAL � �,-, "',�-�*_:', 2x TREATED BOTTOM PLATE �4 .. � �� 3/ 16 in = 1 ft I , r L-----""""`, `,­ --,.-: CONCRETE SLAB It Ix I � 1,I 11 9 112"X 5 1/2" REINFORCING STEEL AS REQUIRED ! 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" ,,'_, � _�5� ,�� � I'-- ", !�,,�rq�: ,, _�, - " I �� Z" -� - ,�5Q 1. � , , I , ­ ,� I ,I � - tt 'i , ­; I! 1. .. 1'1�4� _,"-�4aQi_;;;I�t-, �,�� , .", tt;:�t"Ltlt��,,-,v,,�;, - � , , ,�5� �i�_ I ,, REVISION: 6/16/2025 Building Department NoD Version ZBA2 Of NOW 0 v £r - 4 I Ii ;. ,r W24j I W38 &{ W38 3880 Consulting Architect/Designer it V 'gyp ® Itf •iIC ® � SNOWUP""" ON 11 L041"D �j I -L�. 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES j' ' — I t , 1i; 1a i - 1 f{J (T) 212 518 1818 .. 1- i fl- Ii.._._, - rt It � _ �_-�__��7 __ __ __ ._- (E)dj@snowdon .us� � , 1 T i" „ f - _- Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net Section 3 S3 _ . 3/ 16 In = 1 ft 0 NE R / t �, �•I M��21�F �1 "110. 0511 F SS%0 � I i s P ¢ W13 4 I i •W37 Sg}KN' W40 W37 4 / Address RESIDENCE - „ Peter & Allison I I - r 63417 County Rd, Greenport7 NY W10 W34 I , f` t I W28 D4 D37 ;I W27 f2 ! _ zI I I D2, �i ... } W18 11944 Description • � I i t � / t ij " HOME REMODEL i ' ' 3 ► i ' ' , i { i I ' I ' ( tt , !!' r Department of Buildings - j€ j ; ` t i ? . ! ; i ; I ► i I ; i _ Denial Request - 08/13/2024 E 1�0-;'I D8 REVISION 1 - 6/16/2025 � _a _._,..E f ( �_�_.€ j ' I _ o is II " f; i it I it i it I ; DATE: 6/16 /2025 PROJECT NO: DRAWING BY:VA D29 li! D51 D12I CHECKED BY: DSJ ;; } 1' SCALE: AS NOTED itj d' Section 4 PAGE: S4 Proposed Section Views 1 /4 in = 1 ft A-1 .19 Scale 3/16 - 1 0 DOB APIPROVAL: STAMP CONSTRUCTION NOTES WIND FRAMING NOTES ISSUED: 3/21/2025 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN PER THE IBC/NYS CODES - 2020 AS LISTED BELOW ROOF SHEATHING REQUIREMENTS FOR WIND LOADS Building Department NOD Version 4 INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE FOR SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMMI�.L1ANCE'W" 1TH CURRENT NEW YORK STATE 1. RIDGE-TO-RAFTER ASSEMBLY: SUPPORTS IN THE PANEL FIELD BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE fOR PROVId�NG STANDARD 1-1/4" X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO TABLE 3.4. WHEN A 4' PERIMETER EDGE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 1 Od COMMON NAILS REQUIRED IN EACH END OF THE ZONE SOUND AND A WEATHERPROOF COMPLETED PRODUCT. COLLAR TIE NEED NOT EXCEED THE RECOMMENDED NUMBER OF NAILS IN THE STRAP. INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. 2.ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IBC AND 2020-NYS SUPPLEMENTS. 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 2. RAFTER-TO-WALL ASSEMBLY: GABLE ENDWALL RAKE . AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. MEETS CURRENT FEDERAL, STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER, CEILING OR WALL TO TOP PLATE SHALL BE IN THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND ACCORDANCE TO TABLE 3.3. WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL WALL SHEATHING REQUIREMENTS FOR WIND LOADS 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS. (DO NOT SCALE DRAWINGS) STUD WITH UPLIFT CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SNOWDoN 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO UPLIFT. SUPPORTS IN THE PANEL FIELD RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY 3. WALL-TO-WALL ASSEMBLY: INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. PREPARATIONS AND PROGRAMS IN CONNECTIION WITH THE WORK. THERE ARE NO WARRANTIES FOR A CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN PLAN CONTENTS Consulting Architect/Designer 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. ACCORDANCE WITH TABLE 3.3b. WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITHI STUDS BELOW, THE STUDS OCCUPANCY CLASSIFICATION PRIVATE HOME - RESIDENCE 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS OR SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE OCCUPANT LOAD 8 PEOPLE SNOWDOm 11 LTD EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH TABLE 3.3. BUILDING HEIGHT +/-33'ABOVE AVERAGE GRADE 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS DESIGN CRITERIA 2020 NYS BUILDING CODE/2017 NEC 85 Willow Street #71 BOOKCASES, SHELVING, PANTRY, CLOSETS, TRIMS, ETC. 4. WALL ASSEMBLY TO FOUNDATION: CONSTRUCTION TYPE TYPE V PER SECTION S602 OF THE IBC 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR BOTTOM PLATE WITH UPLIFT EXT. BALCONIES 60 Orient, NY 11957 CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATION AND DECKS 40 SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS, OR LAPPED UNDER THE PLATE AND NAILED IN ATTICS W/O STORAGE 10 DAVI D SNOWDON-JONES FOUNDATION NOTES ACCORDANCE WITH TABLE 3.3b. WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH SQUARE DESIGN LOAD CALCULATIONS ATTICS W/O STORAGE 20 1. THE GENERAL CONTRACTOR AND MASON TO IREVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO WASHERS SHALL BE USED WITH THE ANCHOR BOLTS. ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS CODE (T) 212 518 1818 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(5)ABOVE TYPICAL GRADE. ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING, ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES ROOMS (OTHER THAN SLEEPING) 40 2. ALL FOOTINGS TO REST ON UNDISTURBED (VIRGIN) SOIL. FROM THE END OF A SILL PLATE AND ALL CORNERS. ROOMS (SLEEPING) 30 (E)dsj(@-snowdon.us 3. PROVIDE * EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR STAIRS 40 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: GUARDRAILS ANY DIRECTION 200 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE INSTALLED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF I INCH WOOD STRUCTURAL PANEL ON THE EXTERIOR ATTACHED EXPOSURE CATEGORY DESIGN FOR CAT. C WITH #S RE BAR, 18" LONG AT 120 O.G. USE APPROVED EPDXY FOR INSTALLATION. WITH 8d COMMON NAILS AT 6" O.C. A THE PANEL EDGES AND 12 O.C. IN THE FIELD, AND A INCH GYPSUM WALLBOARD ON LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION NGU IEER 5. UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE TO BE 4000 PEE CONCRETE TO BE POURED ON 4' THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 7" O.C. PANEL EDGES AND 10* O.C.. IN THE FIELD SHALL BE IN (ROOF - FOUNDATION) THICK SAND OR GRAVEL FILL WITH 6N6 WIRE (MESH REINFORCING, INTERIOR SLABS TO BE MINIMUM 4* ACCORDANCE WITH THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. NAILING SCHEDULE SEE GENERAL NOTE PAGE Nick Mazzaferro P. E. THICK. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS [LAYERS). EGRESS SEE FLOOR PLANS AND WINDOW SCHEDI)I F 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18 X24*ACCESS OPENING. INSTALL ONE 8x16 CAST IRON 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 PO Box 57, G reen port, NY 11944 FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. TYPE I EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE APPROPRIATE LENGTH SMOKE & CO2 DETECTORS IRC. CARBON MONOXIDE ALARMS TO COMPLY WITH R31 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT M.Y.S. ADJUSTMENT FACTORS IN TABLE 3.16. 5 IRC. (T) 516 457 5596 CONSTRUCTION CODE. A EMIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTION ENERGY CALCULATIONS 2018 IECC OF EXTERIOR WALLS PRIOR TO BACKFILLING. 7. INTERIOR SHEARWALL CONNECTIONS: (E) nickmazzaferro@verizon.net 8. DRAINAGE AS REQUIRED BY CURRENT N.V.S. (CONSTRUCTION CODE. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE INCREASED WHEN INTERIOR SHEARWALLS ARE USED. SHEATHING AND CONNECTIONS SHALL BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 NAILING SCHEDULE FRAMING NOTES RESPECTIVELY. ROOF FRAMING: PER 2020 NYS BUILDING CODE 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH WIND 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: WALL FRAMING: PER 2020 NYS BUILDING CODE ADDITION WOOD FRAMING CONSTRUCTION MANUAL HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH FLOOR FRAMING: PER 2020 NYS BUILDING CODEROOF SHEATHING: PER 2020 NYS BUILDING CODE � 2. UNLESS OTHERWISE NOTED, ALL FRAMING A►ND STRUCTURAL WOOD MATERIAL TO BE N2 + BTR. DOUGLAS TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE WITH TAIBLE 3.5. FIR. CEILING SHEATHING: PER 2020 NYS BUILDING CODE 3. FLOORS, WALLS, WALL SHEATHING: PER 2020 NYS BUILDING CODE CEILINGS AND RAFTERS TO) BE SPACED AT 16' Q.C. UNLESS OTHER WISE NOTED. 9. CATHEDRAL CEILING ASSEMBLY: � I I 4. UNLESS OTHERWISE NOTED, ALL BEARING WALL HEADERS TO BE (2) 2:10 82 + BTR. DOUG. FIR. BEARING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED FLOOR SHEATHING: PER 2020 NYS BUILDING CODE \ WALL HEADERS TO HAVE (2) JACK STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTEIR-TO-RIDGE ALONG THE OPEN \ LVL HEADERS TO HAVE (3) JACK STUDS AND ((2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS, CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BEARING WALL WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 214 WALL OPENINGS REQUIREMENTS. GROUND SNOW LOAD 30 PSF BETWEEN 4-1"AND 6-0"AND 2X6 WALL OPENIINGS BETWEEN 5411"AND 84". PROVIDE FIRE STOP AND WIND SPEED MPH 130 BLOCKING WHERE APPLICABLE. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS FIREBLOCKING NOTES SEISMIC DESIGN CATEGORY B WEATHERING SEVERE WHERE APPLICABLE TO ALL CONNECTING JOISTS. FIREBLOCKING REQUIRED - BY CURRENT NYS CODE 2020 FROST LINE DEPTH 3 FT. 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FIREBLOCKING SHALL BE PROVIDED TO CUT OFFAL CONCEALED DRAFT OPENINGS (B(OTH VERTICAL AND HORIZONTAL) TERMITE MODERATE TO HEAVY BATHTUBS. FLOORS TO HAVE CERAMIC TILE (INSTALLED SHALL BE VERIFIED FOR PROPER LOAD CAPACITY AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES, AND BETWEEN ATOP STORY AND THE ROOF SPACE. DECAY SLIGHT TO MODERATE UNLESS NOTED ON PLANS. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS: WINTER DESIGN TEMP. 110 7. PROVIDE (2) 1-3/4- THICK MICROLAMS ( HEIGHT TO MATCH FLOOR OISTS)AROUND STAIRWELLAND/OR 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR ICESHIELD UNDERLAYMENT REQUIRED STANDARD EDGING Address OTHER ACCESS OPENINGS UNLESS OTHERVIVISE NOTED (TYPICAL). LEVELS, CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FLOOD HAZARDS YES 8. DORMERS RUNNING UP FLOOR RAFTERS ARIE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS STEIN RESIDENCE WHERE APPLICABLE UNLESS OTHERWISE NOTED. CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0* O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT ABBREVIATIONS Peter & Allison UNDER ALL BEARING WALLS SOFFITS, DROP CEILINGS AND COVE CEILINGS ADJ. ADJACENT MIN. MINIMUM 10. PROVIDE INSULATION BAFFLES AT EAVE VENITS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES ALUM. ALUMINUM MR. MOISTURE RESISTANT 63417 County Rd, Greenport, NY NEEDED. UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. APPD. APPROVED MW. MILL WORK 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A MINIMUM }* THICK, 4 PLYAR COX 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE BRD.A. BOARD NIC. NOT IN CONTRACT 11944 EXTERIOR SHEATHING GRADE PLYWOOD, PL'.YWOOD TO COVER OVER PLATES AND HEADERS. OF FLAME AND PRODUCTS OF COMBUSTION. BRK. BRICK OC. ON CENTER 12. UNLESS OTHERWISE NOTED USE * THICK TA(G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED BOT. BOTOM OS OUT SWING SWITH UBFLO40 ASDHESI E AND C SCREWED E S TOT FLOOR OOROJOISTS. FINISHED FLOOR TO BE INSTALLED OVER PLUMBING NOTES CCL. CENTER LG CEILING LINE O PG. OPENING Description TE 13. ALL BATHROOM WALLS TO HAVE T THICK MOISTURE-RESISTANT SHEETROCK. GARAGE WALLS AND 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER NY.S. CONSTRUCTION CODE-2020. COL. COLUMN PLUMB. PLUMBING CEILINGS AND OVER FURNACE TO HAVE * THICK TYPE X SHEETROCK. ALL OTHER PARTS OF BUILDING TO 2. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WORK, CONC. CONCRETE PLYWD. PLYWOOD HOME REMODEL HAVE REGULAR f SHEETROCK. ALL WALLS TO BE TAPED AND FINISHED. PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY WITH THE STATE CONT. CONTINUOUS PT. PRESSURE TREATED 14. ALL ROOF WITH A PITCH LESS THAN 4.12 SHALL BE INSTALLED WITH AN ICE & WATER BARRIER OR CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND SPACING PERMITTED. CT. CERAMIC TILE PNT. PAINTED APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM DEMO. DEMOLISH PVC. POLYVINYL CHLORIDE TORCHOWN TYPE 15. AL LSIL DPLATES AN WOOD N CONTACT WITH CONCRETE TO BE PRESSURE TREATED, SILL PLATES TO BE HVAC NOTES DIA. DIAMETER RPC. REFLECTED CEILING PLAN DR. DOOR REQ. REQUIRED INSTALLED WITH A FOAM SILL GASKET AND COP R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY DWG. DRAWING RM. ROOM REQUIREMENTS. EA. EACH R.O. ROUGH OPENING ELECTRICAL NOTES 2 HVAC ER CONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATAAND REQUIREMENTS WITH THE EQUIPMENT ELEV. ELEVATION ELECTRICAL R ON S EC. SPECIFIED 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S, CONSTRUCTION CODE 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GENERAL EQ. EQUAL STL. STEEL 2.ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER ! CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. EXIST. EXISTING T & G TONGUE AND GROOVE 3.ALL ELECTRICAL WORK TO COMPLY WITH 2OA'7 NEC. EXT. EXTERIOR TEL. TELEPHONE 4 INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER THE IBC & NYS OTHER NOTES F.P. FIREPLACE TBD TO BE DETERMINED F.R. FRENCH TO. TOP OF 1. PROVIDE &* TYPE-X SHEETROCK FIRE STOPPING AT 10-0* MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. GALV. GALVANIZED TYR TYPICAL 2. USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPLE PROTECTIVE COATING FOR CONTACT WITH ACO. GWB GYPSUM WALL BOARD UNO UNLESS NOTED OTHERWISE E N E IRGY NOTES 3. INSTALL 1-002 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC HEATING, VENTING& VIF VERIFY IN FIELD DATE: 3/21/2025 1. THIS DESIGN COMPLIES WITH THE 2020 IBC ENNERGY CODE AS A PRESCRIPTIVE DESIGN. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN ALL PREVAILING PROCEDURES INCLUDING AIR CONDITIONING W/ WITH PROJECT NO: 2. THE DESIGN CONSTRUCTION SHALL COMPLY 'WITH SECTION R402 OF THE 2018 IBC. STORAGE AND TOILET FACILITIES, PROTECTION OF EXISTING WORK TO REMAIN, ACCESS TO WORK AREA, HOURS OF INSUL INSULATION WD. WOOD DRAWING BY:VA 3. PRESCRIPTIVE DESIGN -APPLIED AS PER CURRENT ENERGY CODE. THE FOLLOWING ELEMENTS ARE PERMITTED WORK, AVAILABILITY OF WATER AND ELECTRIC POWER AND ALL OTHER (CONDITIONS AND RESTRICTIONS INT. INTERIOR WP WATER PROOF CHECKED BY: DSJ INCLUDED - ROOF/WALLS/FLOORS/BASEMENT/FOUNDATION + VENTILATION. FOR THIS PARTICULAR LOCATION IN ORDER TO EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER WITH THE IS IN SWING XPS EXTRUDED POLYSTYRENE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. LBS POUNDS SCALE: AS NOTED SOIL NOTES 5. THE CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS TO UTILITIES AND SERVICES TEMPORARILY MAX. MAXIMUM DISCONNECTED WHILE PERFORMING THE WORK AS REQUIRED. MO. MASONRY OPENING 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 6. IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PRIOR TO FILL REMOVE AND ADO ADDITIONAL. FILL AS NEEDED. DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE DESIGNER OR THE ENGINEER IMMEDIATELY, 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 35% PROCTOR DENSITY (PER ASIM D 699 AND ASTM D 1567) SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND COMPACT THE 50&AT 12" LETS (TYPICAL), CONTRACTOR TO HAVE FILL TESTED BY A PROFESSIONAL LIABILITY ARISING THEREFROM. ;ENCY FOR COMPACTION. 7. ALL WINDOWS: U-FACTOR/ENERGY COMPLIES WITH NYS RESIDENTIAL CODE PAGE: G-1 General Notes ONil DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 T- �- .. 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" ,•."'. 1-1/2" 1-1/2" 1-1/2" 1-1/2" 0 ..§ 314" H 000 0.0.0 0 00 a a o 1-1/2"LAV 1-1/2"LAV 1" M 1-1/2"SINK 1-1/2"SINK L 1-1/2"LAV s [ 10 D01rN1 7� L 2" 2" 3"W.C. 2' 2" �3t"W. . 2" GAS 2"SHOWER CO 2" 2"SHOWER C.O. GAS s METER METER Consulting Architect/Designer e t t/2" 1 1/2" F ? GAS RISER P" '" GAS RISER • OWDO 11 LTD I ■ ■ ■ ■ Sim Im 0 Basement Diagram First Floor Diagram Gas Riser: M Gas Riser 85 Willow Street #71 3/8 in = 1 ft /8 in = 1 ft (D-..,�3/8 i n = 1 ft- 3/8 in = 1 ft Orient NY 11957 e DAVID SNOWDON-JONES (T) 212 518 1818 1-112" 1-1/2" (E)dsj@snowdon.us 1-1/2" I I I I I 1"112" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-112" 1-1/2" 1-1/2" 1-1/2" 1-t/2" ,-1/2" _ 1 1/z" 1-1/2" 1-1/2" 1-vz" 60 60 06 06 ENGINEER WASHER Nick IMazzaferro P. E. 0 4�--1-1/2"LAW 1-1/2"LAV 1_1/2"LAV 1_1/7LAV: 1-1/2"LAV PO Box 57, Greenport, NY 11944 1-1/2"[AV (T) 5116 457 5596 (E) nickmazzaferro@verizon.net 2" 2" 3"W.C. 2"SHOWER 3"W.C. 2" 2"SHOWER W.C. 2"SHOWER 2" 2'SHOWER C.O. 2"TUB C.O. Laundry r Second Floor Diagram 3/8 in = 1 ft 3/8 'In = 1 ft M WOOD FLOOR LATICRETE 9235 WATERPROOF MEMBRANE , TO EXTEND MIN.6"UP SURFACE OF WALL LATICRETE 4237 LATEX THIN SET MORTAR ADDITIVE WITH LATICRETE 211 CRETE FILLAR POWDER OR LATICRETE 3701 MORTAR AND GROUT ADMIXTURE WITH PLUMBING WORK GENERAL NOTES LATICRETE FLOOR&WALL THINSET A_ Address 1. VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS BY FIELD INSPECTION,AND BY MEASUREMENT AT THE PROJECT SITE;THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT TILE OR STONE(See Specs) SITE,THE WORK AND THE CONTRACT DRAWIINGS OF EACH TRADE. ADJUST THE WORK TO SUIT THE STEIN RESIDENCE CONDITIONS FOUND AS DIRECTED BY THE ARCHITECT AT THE SITE. LATAPDXY EPDXY GROUT a 2. PAY ALL FEES, OBTAIN PERMITS AND CERTIFICATES FOR THE WORK IN THIS CONTRACT. FILE ° Peter & Allison AMENDMENTS FOR CONTROLLED INSPECTION REPORTS IN ACCORDANCE WITH THE BUILDING CODE. (2) Top Plate (2) Top Plate 3. TEMPORARY WORK AS NECESSARY AND REQUIRED BY THE GENERAL CONTRACTOR SHALL BE PART OF 63417 County Rd, Green port, NY 2x4 and 2x6 Lumber 2x4 and 2x6 2x4 and 2x6 Lumber 2x4 and 2x6 THE CONTRACT. Studs @ 16 OC Studs @ 16 OCR 4. INCLUDE OVERTIME COSTS IN THE BID PROPOSAL TO PERFORM WORK WHICH WOULD INTERFERE 1194.4 WITH OTHER TRADES. PERFORM SUCH WORK AT NO ADDITIONAL COST TO THE OWNER. (D�l itchen & Bathroom Waterproof Floor Detail5. SCHEDULE THE WORK IN THIS CONTRACT TO COORDINATE WITH THE OTHER TRADES; FOR TIMELY -1/2"=1'-0" Fire retardant wood Provide Horizontal COMPLETION;TO AVOID UNNECESSARY CUTTING AND PATCHING. NOTIFY THE ARCHITECT OF ANY Description blocking as required Bracing as required CONFLICTS UNCOVERED, FOR RESOLUTION BY THE ARCHITECT. ENT AND (1 ) Layer 5/8" Type (1) Layer 5/8" Type NSTALLRTHEE WORK TO MAINTAIN CEEIIL NGINGS E•IGHOTS SHOWN ON TOE AROCHIOTECTURIALIDRAW NGSHASES. HOME REMODEL 'X' GBA EA. SIDE 'X' GBA EA. SIDE 7. MAKE PENETRATION OF CEILINGS,WALLS AND FLOORS CLEANLY AND CAREFULLY,WITH 1/8"MAXIMUM CORNER BEAD 2 CLEARANCE AROUND PIPE. TIGHTLY PACK SPACE BETWEEN PIPE AND OPENINGS WITH AN APPROVED NON-HARDENING MASTIC. Note: Note: • :::. •-. .:.. •..-: .,:. .,•..:.. : ":;:. .., ..,<. 8. PROVIDE ANY APPARATUS,APPLIANCE, MATERIAL,WORK, INCIDENTAL ACCESSORY,OR MINOR DETAIL, Provide 5/8' Provide 5/8" Fire retardant wood EVEN IF NOT SHOWN OR NOT PARTICULARLY SPECIFIED,WHICH IS NECESSARY TO MAKE THE WORK METAL STUDS (TYP.) Cementitious backer Cementitious backer blocking as required READY FOR OPERATION AND COMPLETE AND PERFECT IN EVERY RESPECT,AT NO ADDITIONAL COST TO THE OWNER. board & vapor barrier board & vapor barrier 5/8" PTD. GWB (SEE in lieu of nutter layer in lieu of nutter layer 9. PROTECT THE WORK UNTIL FINAL ACCEPTANCE BY THE OWNER. ANY WORK WHICH IS DAMAGED,LOST FINISHES) Y OR STOLEN PRIOR TO FINAL ACCEPTANCE SMALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. of GWB. at shower of GWB. at shower N 10. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE walls, TYP" walls, TYP. DISTURBED AS A RESULT OF TENANT ALTERATION WORK,THE CORPORATION REQUIRES THAT SUCH BRANCH PLUMBING PIPING BE REMOVED AND REPLACED,AT TENANT'S EXPENSE,WITH NEW PIPING FROM ' THE FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES,THE CORPORATION REQUIRES THE INSTALLATION OF NEW RISER SHUTOFF VALVES IN ACCESSIBLE LOCATIONS AGREEABLE TO Engineered Bottom Plate Engineered _ Bottom Plate THE BUILDING MANAGEMENT. NEW AND REPLACEMENT BRANCH PLUMBING g SHALL BE COPPER TUBING. ALL WATER LINES MUST BE INSULATED,AND CODE APPROVED MATERIALS Wood Flooring V2x4 and 2x6 Wood Flooring 2x4 and 2x6 USED FOR SOIL,WASTE,AND VENT LINES. PLAN DETAIL - DATE: 3/21/2025 11. NO WORK SHALL BE DONE BY TENANT THAT AFFECTS STEAM LINES UNLESS AND UNTIL TENANT HAS CORNER @ SAME PARTITION TYPE SPECIFICALLY REQUESTED THE RIGHT TO DO SUCH WORK AND HAS RECEIVED WRITTEN AUTHORIZATION PROJECT NO: FROM THE BOARD OF DIRECTORS OF THE CORPORATION TO DO SO. DRAWING BY:VA 12. ALL PLUMBING REPLACEMENTS AND/OR IINSTALLATIONS SHALL BE INSPECTED BY THE CORPORATION CHECKED BY: DSJ OR ITS DESIGNATED REPRESENTATIVE PRIOR TO BEING ENCLOSED. --- SCALE: AS NOTED 13. PLUMBING AND ELECTRICAL WORK SHOULD BE PERFORMED BY LICENSED CONTRACTORS AND ALL REINFORCING TAPE & REQUIRED PERMITS AND CERTIFICATIONS OBTAINED. COMPOUND 1 HR RATED TYPICAL INTERIOR PARTITION n 1 HR RATED PLUMBING INTERIOR PARTITION 14.WHERE NEW PLUMBING FIXTURES ARE INSTALLED OR BRANCH PIPING OTHERWISE EXPOSED, NEW N 7/8 in — 1 ft 7/8 in — 1 ft BRANCH PLUMBING LINES ARE TO BE INSTALLED BACK TO THE BUILDING RISERS AND STACKS. NEW SHUT METAL STUDS (TYP.) OFF VALVES AS REQUIRED TO BE INSTALLED 5/8" PTD. GWB (SEE J 15. NO WATER OR GAS PIPING SHALL BE INSTALLED WITHIN THE FLOOR FINISHES) PAGE: 2" 2" G-2 General Notes O - PLAN DETAIL��__ N I( DOB APPROVAL: STAMP INTERSECTION @ SAME PARTITION TYPE ISSUED: 3/21/2025 0 z Building Department NoD Version 4 �1 EPP BEARINGS SHOWN HEREON ARE BASED ON LIBER 12648, PAGE 0337 SYMBOL LEGEND �M L'S awzn MONUMENT FND 00 MANHOLE QS TEST HOLE C) < I.P. I.B. FND "A"-INLET TREE <z Uj Lij EL Cr 0 I.P. LB. SET "B"-INLET SHRUB �5 Ln % z SPOT ELEVATIONS E3 YARD IN[LET 0 BOLLARD _j UTILITY POLE 0 YARD IN[LET "r WETLAND FLAG 0 !;i Cr » W 4 ~ x ED ELECTRIC METER GUY WIRE ❑ CANT. CANTILEVER UTILITY POLE W/LIGHT EM; GAS METFER FE. FENCE O'n< 'HT P OLE 91 WATER IVAETER VAS. MASONRY CJ 4111 Z LIGHT P pww Gv a.t�� PLAT. PLATFORM SIGN GAS VALVE of < PVC FENCE (PVC' W.W. WINDOW WELL C, WATER WALVF ID W SNOWDoN STOCKADE FENCE (STK) B/W BAY W:NDOW —X— CHAIN LINK FENCE (CLF)O/H OVERHAtIIG 0,z C/E CELLAR ENTRANCE aS R/O ROOF OWER n- ANI R E FENCE Z A/C UNIT :py,' FIRE HYDRANT D.C. DEPRESS CURB 8 Z CROSS CUT G.O.L. GENERALLY ON LINE A STAKE <wx a- M O/L ON LINE R.O.W. RIGHT 01� WAY Consulting Arch itect/Designer 0 ZDO om,>: 0 In>-Wz "I z ir Cr 1--Zwo SNOWDON II LTD ,C N Lo Wz F. MJy wo 85 Willow Street #71 W C r E'2! In 6 z V) Orient NY 11957 0 06 Nil z M Q) z 0 DAVID SNOWDON-JONES Z > QO - V) y (T) 212 518 1818 z W 343.18, � W (E)dsj@snowdon.us a Uj T z E Q) >: 0 z > z 3: 0 < U1 0 0�i M V)L" E N G I N E E F- ;;z 6 0 C) Q (r, Z-,U.,Z., Nick Mazzaferro P. E. > M U,>C, W_0 ,If(0 w PO Box 57, Greenport, NY 11944 L, L, >: F- (T) 516 457 5596 0 X z 0 I<T ch 00 C: , ,p V) z�:,—W- 0 DO 0 jj� C)�11 — W (E) nickmazzaferro(@verizon.net 0 1 /11 1 0 GRAVEL > ------- ry 0� AY 0 DRIVEW < TAX LOT 19 tp k6 WDF 1.2 WDF 6 4-f 1. POOL 4' y4001) EEN f EQUIPMENT AP/E S250,43"10"E C. PAD 10.1' 475.68 0.4't ()N CON \-J 5P.0 GAIE '0 1.25 9?L GAR 69.71' 165.87' 219.00" _,-11 -d: C>'— cl �34' J !GAR 22.3' 0 �5.2' 90 CLEARING, FRAME 0 GARAGE 9 0.,Y U2 61.0, `1 M U') C) _0 II 0 22.3'C) to X 00 LO 0 > 0 GRASS CD 4101 co ce) I ko 0 VERGROWq --100 S-,O"A 9 If 6 *j4 D V 06 U, GATE 0 14 4 -Emw 6j L,Uj�_�_ I ly z Cp \j)------ ELIi 0 4' \NC 355-84 0 53-00 GRASS WAY < OVERGROWN DIRT DRIVE C14 C) S36 '9 10' V -WAY C) 7 �j 0 It WIn UZI MESH FEN C� W l < (Z' OF 3��,; TEMPORARY OC-- 00,11f �n 047 136 -Z -7 1�\, Address < 0 UE F0 CLEARING FND M W 11MON Ar I.S co C, r 0 00 1E STEIN RESIDENCE X 0 C,TAX LOT 18 0) Z,Q U L 0 < IF (D Zo Peter & Allison r1f) LU LO 191 -;1- 1 >- I LIJ 0 N > T CD (Z) 0 C)0 PA GE 63417 County Rd, Green port, NY 0 Cn 141.2' 1 1 1 1 D -.�L 05 M 1 0 6:12 C0 0 11944 CLEARING I I 0 Lij :2 a as C'4 M < WRF II 0 1.7- • 0 00 d z 0 l W:D(-) Description z V) �V_ 8' WIRE FE1\1. X 0 0 0 239.18' —N28018'20"W '0'z 18 o y 6�--­N2,4019 '501#W 2.21' L25.0'. HOME REMODEL WR Iw 0 0 n "S V, > to Lij a- Z-� M<n 0 CN 1 0 I TAX LOT 17 LLJ V) L" z< 0 LU Lj 0 0 T-- LLJ OM20M ' 1 0 Z Z F-Z 0< F_ o 0 ZU 0 Z U Lj ry W?l 7 0 00 Z` E 0 W mow0 a: >_ V) 0 < 0 _F "i"' 0 �Z,Z LOT AREA > 0 9 P, >- 0 Z Li �<j W U� Z OU %X � 56,812.59 S.F. 7�1 Lli 0 O 1.30 AC. WQ '0 i=� q> O<,�6c,k'z- FOR REFERENCE ONLY FND LII_ MON ro Z -,--,�j-t� DATE: 3/21/2025 LL_ M5 \\� I / PROJECT LLJ POO ORIGINAL SURVEY PROVIDED SEPARATELY LOT AREA V) DRAWING BY:VA TOP OF BLUFF n 6, CD n>zCHECKED BY: DSJ LANDWARD awl- o~dE� SCALE: AS NOTED 31,936.54 S.F. Elm �c Z)Z,6 - - - 0.73 AC. O�0 D�w U_I.. ?_ - - T U L l U.. W Uj 3 07/25/2023 UPDATED SURVEY MC C,W U_0 W z IZ 2 07/14-/2023 TOP OF BLUFF AREA CALCULATION JTS JTS 1 Z)< <0 0 f'e n 1 07/12/2023 UPDATED SURVEY IVIC JT Z,Z 0QWq 411 / III �� REV DATE DESCRIPTION BY CH PAGE: A-1 0 Survey DOB APPROVAL: STAMP ISSUED: 3/21/2025 GRAVEL Ow DRIVEWAY �:; "` `�` Building Department NoD Version 4 w o 0D O p 50 .. WDF Q a'• 1 .4' p 0l • rn SLTSNOWDoN � � � �Q WDF EQUIP D EE . , . ,. . 4 W00 0.4 C01� 0 ., GATE Consulting Architect/Desi ner �. 219 * 00 0 5.9 g ' GAR 22.3 SINIOWDON II LTwun"'k C, .. �.a \.A- 45.2 85 Willow Street #71 �. �. ` Orient, NY 11957 0CLEARING —' r- � -�\ FRAN o (�0 .000 z o ,�. ARA DAVID SNOWDON-JONES �� U-' � °r � `�������� �^��� (T) 212 518 1818 c� �. w a > � � Q \\ p w\ (E)dsj@snowdon.us DO 0 0 0 0 \ 2 ; 0 � E w A NGI EAR ® o �- 4 7CO Nick Mazzaferro P. E. w PO Box 57, Greenport, NY 11944 • ®0 (T) 516 457 5596 .00�. ® 4 0 0 (E) nickmazzaferro@verizon.net 000 \0 � GATE�Jqojj \\ • 00� `\ WOOD EEN • \ `� \ `\ � \\ `\• � \\ \\`\ \�`.\ \r\! \ \\ \ \ �\ }b. ` ` ..A, ^-"^""„"". `.......ate-,-,.a. \ \\ a \ \ \\ A \\\\ ; ,, E .\ CLEARING L E RING � .\ \ \ e\\ \ Address AX LOT �� \\ t : , ` STEIN RESIDENCE Peter & Allison \ 33 44�� � �\:�. � \\\\\\ 63417 County Rd, Greenport, NY 11944 \ \ Description co OD \\ \: \�., \ : ` q ,\�,\\ \\\` \ \ \\\ \\\ HOME REMODEL I 01v 2®r 8I WI FEN. � PROJECT NO: nt DATE: 3/21/2025 - YY \SHE �� ' �� � � DRAWING BY:VA 18221 50 IV24019 ' '�' - � '�"�" CHECKED BY: DSJ • - SCALE: AS NOTED WRF Uj 3.0 , \ ,S 1 , � PAGE: 00 A-2 Site Plan \ Scale 1/8 If _ it 1v DOB APPROVAL: STAMP 0 ISSUED: 3/21/2025 LOSG fSLAND 140.00 _ S 0jjSD Building Department NoD Version 4 7001 C01 Cl) O 1 SNOWDOIN 0 ConsultingArch ner g r -s37 SNOWDON11 LTD ' i o.01 i � 65.44 .� W 85 Willow Street #71 tV ' a G6 GF BEACH Orient, NY 11957 wI � i:: a : a - Iw DAVID SNOWDON-JONES (T) 212 518 1818 `2 J P C': die 1 .34 (E)dsj@snowdon.us ayJ e Lour Deity ", ENGINEER r yCb Residential Nick Mazzaferro P. E. Za t PO Box 57, Greenport, NY 11944 o c (T) 516 457 5596 (E) nickmazzaferro@verizon.net CLEF RING &r .fi RESIDE r,.. . i a 4 w TOp OF (iIUF, o. V ;.. O FGi l b F Y 1 TOP OF BLUFF and Residence� FfPJ. � ay .,i''.',, r e� � / p N6go50' :pDistrict Info00, % h. - - - - - - - - - - ry wZoning r N✓q��RFT '.. k i ' s►s ,� ., 4 Fps XISTIN 4°760 hES'!DfNC CLEPi?!p. 6- '► 18>I Y @ { e -.V�- ,2 WACC I n � I / MOOD DECK yy�9.9 4,3 w/ o1u Op '.' •c# O�' 2.w/ ; % - R p PROPOSED � [ A O DOWN PIPE y Zone Q "�0 �/ ,/ / O OSED / GUTTERS �i/ / , / DRY WELL LeaPERs '\ .'_' y'"A' {�+ r ,,,ij /lT. '"1�7 vwFc Second n e 1 PJ .7TI ' -< C� j� , r 20NING CHART $" 00 .0 }1 / �, { LOT AREA 56,81259 W f /,�/�P�%/ A / BVILDABLE LOT SIZE 31,93651 SO FTFro cp EXISTING HOUSE 2,133 SO FT ?' =?"e," Ss g• / EXISTING GARAGE 53]SOFT ••w 1�1 +` ;.'. A d d re s s EXISTING POOL 476 SO FT TOTAL,146 SO r/} w LOT COVERAGE B% ..Y� '^� : �tea'�,, , 9 PROPOSED HOUSE.3,135 SO FT 0 , l Wetlands O O/1, �J. 10 \ , /� -C E%IS TOTAL 4R146 SQ FT O FT \ <� a� •Y•_ ���"'"'lll • EXISTING POOL 476 SO FT y , Iro. c'-; STEIN RESIDENCE ' C`^' r^ � PERCENTAGE INCREASED LOT COVERAGE:3,18%EXISTING [ PROPOSED GRO SOSS FFLLOORAR AOOR AREA 25,427SOFT Peter I& Allison .J O ALLOWABLE GFA PER B U ILDABLE LOT 4,495 SO FT 2'p' VARIANCE REOUIRED:,325O FT EXISTING FRONT YARO SET BACK 1417 O / •4 ///��/% / /„] ;^,,,'^,..-"-• REAR YARD SETBACK 66-Y 75 BDEVAR�8ETBAOKVEST,28 6341 T County Rd, Greenport, NY PROPOSED �\ ( Q' �,�� - \ DISTANCE TO PIER LINE E T FISTANCE TO PIER LINE40'2' 11944 ,� N, O FRONT YARD SET BACK 103'IIT // / , 1 SIDE YA D ET B BACK 7fi'3' SIDE YARD SETBACK EST 48' ZONING CHART Article XXXVI Residential Dwelling Size Limits SIDE YARD SETBACK WEST 14'3' PIPES L-FIRS g� Poa (r 1 LOT AREA: 56,812.59 7. $ I BUILDABLE LOT SIZE: 31 936.54 SQ.FT [Added 10-18-2022 by L.L. No. 10-2022; tion !N`'`�� '°DROOL I EXISTING HOUSE: 2,133 SQ.FT Description amended 12-13-2022 by L.L. No. 16-2022] ��q''.�q) § 280-207 Maximum gross floor area for residential EXISTING GARAGE: 537 SQ.FT dwellings in R-80 District. r - st.al_ `h EXISTING POOL: 476 SQ.FT g HOME REMODEL TOTAL. 3,146 SQ. FT A. Maximum gross floor area (GFA): The gross floor area shall 24.1, y LOT COVERAGE: PROPOSED O��( �/ 0/ ' E: 98% not exceed the permitted square footage calculated as follows: J00 DRY WELL (d) Lots containing up to 40,000 square feet of lot area: 4,350 1 �'t O wD ti �rn PROPOSED HOUSE: 3,135 SQ.FT square feet plus 7.5% of the lot area in excess of 30,000 lv / q :` o EXISTING GARAGE: 537 SQ.FT square feet up to a total of 5,100 square feet maximum. z EXISTING POOL: 476 SQ.FT (e) Lots up to 80,000 square feet of lot area: 5,100 square feet TOTAL: 4,148 SQ. FT plus 5% of the lot area in excess of 40,000 feet square u to a v`�AID LOT COVERAGE: 12,98% total of 7,100 square feet maximum. q p ENT o (2) In determining the maximum permitted gross floor area, the PERCENTAGE INCREASED LOT COVERAGE: 3,18/o following provisions shall apply: (a) "Lot area" shall have the same meaning as the area of a lot EXISTING GROSS FLOOR AREA: 2,425 SQ.FT „ i g� PROPOSED GROSS FLOOR AREA: 5,427 SQ.FT or parcel defined as buildable land n this chapter. ALLOWABLE GFA PER BUILDABLE LOT. 4,495 SQ FT VARIANCE REQUIRED: 932 SQ FT 122 39 , 68.Qp' � � � O� �- � �b LEGEND EXISTING HOUSE "� EXISTING PROPOSED HOUSE DATE: 3/21/2025 11 'veVVar 99 o I -� FRONT YARD SET BACK: 141'2" s59 4��20"Il' `'— 80 00' .�_ REAR YARD SET BACK: 66'5" �`�\ ` '/ DROVING BJECT Y:VA ..� - SIDE YARD SET BACK EAST. 52 l -CO SIDE YARD SET BACK WEST. 12'6" / \ CHECKED BY: DSJ �c 7\ _ / SCALE: AS NOTED / / I PROPOSED _ DISTANCE TO PIER LINE EAST. 407' DISTANCE TO PIER LINE WEST. 57'6" IQ CIO FRONT YARD SET BACK: 103'10" 1 REAR YARD SET BACK: 76'3" A7oR,rj, SIDE YARD SET BACK EAST: 49' ROAD SIDE YARD SET BACK WEST: 14'3" ---- PAGE: )VOR TIC _ Site Plan Trustees ROAD O Reduced to Fit j Page DOB APPROVAL: STAMP LIP ISSUED: 3/21/2025 Building Department NoD Version 4 -. ..... _. _ ., .<.... < ... ,. ,. _.. 3646SH ( 3646SH 3646SH 2880 w. SNOWDON € r 5 } x 3 " Consulting Architect/Designer I GROSS FLOOR AREA _I 1 o 1,446 SQ.FT. SIVOWDOI 11 LTD i f 85 Willow Street #71 f , 3 Orient, NY 11957 3 , € _ p DAVID SNOWDON-JONES i N k Y v f O 2636SH 3040SH _ (T) 212 518 1818 [ f (E)dsj@snowdon.us ._...... .vr............._............................_......it,•.s,.,'x.^...y......x....... 4046SH .... _. r ' 5 p p� .t .._ 2680 �'°... i m ....,,, ' _.__. ....._3040SH x �E P El" GINEER 'U 4016RS 4016RS ( i C _ __. ,_ ..� �._ ___ <_._.. «. ._ �._ ««... ., Nick Mazzaferro P. E. ....... ....... . f > u �.�- N _._. ... .._,. ...,.. "_ _ _._ _.. »....,.. ...,.. ...., ».,.... ;.. ». .w..,4 m... .e.._ ..._,.,. 5082 ,.. 5082 PO Box 57, G re e p o , NY 11944 i > i : 316RS ! ,....,,.:.�j1 (T) 5116 457 5596 3446R3 (E) nickmazzaferro@verizon.net I Floor 0 Plan View Floor 1 Plan View 44 3446R5 3430RS \ <(D 3/ 16 In - 1 ft 3/ 16 In = 1 ft -� - - - ; - - - - �- - - - - __ - - - - - - - - - - - _..« - - _ - - - ._ - - - - - - I s 30401SH 3040SH 3040SH 3040SH 3040SH 3040SH 3044H 3040SH 1 <1 N ' I I Address I I I I I I I I STEIN RESIDENCE I I I I t 330169 I I Peter & Allison y p 63417 Count Rd Green port, NY v � M. I' GROSS FLOOR AREA ' 11944 979 SQ.FT. I I I I � 1 I I Ld �.,. r Description f w 1 HOME I I I I 3932 I � REMODEL J I 1 CI I ( 180153 O ( I E �t ( I ( I I I iiC.s.a:..<..-v._.... I:._..,....;.<:a..::a:.;1:' oay.,_.,:...., ,y._di i� .>M....a _ _ _____ ems• i! 3040S;H 3040SH 3040SH 3040SH jiL.......... �.....I •.—.- — — ......,.. .,.,.... ......... ........ — I P DATE: 3/21/2025 §. — — .. a . _ _ __ M _. ._ _m __ _ __ _ _ PROJECT NO: DRAWING BY:VA 4:12 I 4:12 I / I � y CHECKED BY: DSJ SCALE: AS NOTED L — — — — L ;,.,_ - - - - - J �V C:)-Floor 2 Plan View Roof Plan View /� 3/16 iin = 1 ft 3/16 in = 1 ft PAGE: A-1 . 1 Existing Floor Plans 0 Scale 3/16 11 = 1 1 011 DOB APPROVAL: STAMP _HnHE_91_R1aGE F7_1 �ft HUGHEST RIDGE ISSUED: 3/21/2025 26.2' 26.2 Building Department NoD Version 4 "'I. x C �z NOW LOOR FINISH-2ND FLOOR _ELOO)R_FJNIS2.6H_-2ND F_LOOR_� T_I 1 12.6' 1 ' Consulting Arch itect/Designer -CEILING FINISH- ISTIELOOR�hk CIFILING FINISH- IST FI QQR F 11.7' ............ T it I F7-!i; It 11-j! t. illow Street #71 T it Orient, NY 11957 Lu _J j L_ F I _1 F -T F 7: -JONES _T_ T DAVID SNOWDON T i � TI i (T) 2125181818 E. -L F (E)dsj@snowdon.us -FLOOR-FINISH---I.&T-FLOO _._--4Cb_ELQOR_F 1 T F I LT I 'EINI,Ell INC, SH Fol INDATION- -CEfUNG-FJNISH--FOUNDATAON T_ 1.7' 1.7' -GRAD E-LEVE co all 1111 01 E N G 11040 E E R in Nick Mazzaferro P. E. EO np:i r=vpi -3.4' PO Box 57, Greenport, NY 11944 _ELOOP,_E1NIS1L-_f_0_L)NDAMOX� OR FINISH-FOUNDATION -5.3' -5.3' (T) 516 457 5596 (E) nickmazzaferro@verizon.net Exterior Elevation Front- El 1 /4 in 1 ft _! _ _ _ ! _ _ _ _ � � I -HIGHESIRM F/-k HIGHEST RIQ(3E 26.2' 26.2' Address . . . . . . . . . . . .. . . . . . . . . . . . . . . . . T_ STEIN RESIDENCE ........................... ................ 111_1!,Al T................ U, Peter & Allison .... ...... 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DATE: 3/21/2025 F1 QQR FINISH_--EQ_IJNDATION�_ FLOOR FINISH-FOUNDATION PROJECT NO: -5.3' -5.3' r DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED E2 Exterior Elevation Back- 1 /4 i n 1 ft PAGE: .0 IS U DON 11 LTD A-1 .2 Existing Exterior Elevation Views 0 Scale 1/4 it = 1 f off DOB APPROVAL: STAMP --HIGHEST-MDGE ISSUED: 3/21/2025 26.2' Building Department NoD Version 4 .............>....... .... ..... .. ._......... ............. 1. 1..._.. ... ................ a I 1....... I 1_...._..:.... : .. _ L I 1 1.... 1 ' I:::..._1..::::..... ........_ 1 } E .............. .._........._... .. �..... 1 l... .._i:_............1........ _.1_:.........:.::.i........ 1 L 1 - 1 1 . � 1 . �. :..... ................. . .. 1 ._...__...... 1_ 1.... ...,........A....... SNOWDOIN 1....... _. _L._........_I I ......1__..............1...............I.............1.._' 1 . ._..-� . L: I I [ L...... 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I.......................:.........:..................I.................I... [ 212 518 1818 _ .. ... 2.7' _....................... . . _.... ............ ... �. ..........._L........................_.1:.::....,.__.I. i 1 1..........._.L....... GELLLNGJ=_1I�11SH�F'_OIJNDAIION- _..............i.......__.......................1.........,._..........................._...........L.............._.L...._.,..._....1........,.........1..............._L....._..._...L..._. r T r : 1.7' I — 00 GRADELEVE — ER - Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 -FLOOR-FINISH-EOUNDATION -5.3' (T) 516 457 5596 (E) nickmazzaferro@verizon.net I Exterior Elevation Left- E 1 /4 in = 1 ft -� - - - � - - - -� I HIGHEST GF I J 26.2' I �- - TL - - - - -- Address g; T m oT�1 T _ STEIN RESIDENCE i� i , Peter & Allison - - 63417 County Rd, Greenport, NY I OQB_E1NISH=2ND_FLQ91� 11944 12.6' _ _ — --�_.'-.. _ - - lLlly0�1NISH- 1ST FLOOR 11.7 a........._.. Desclription _ HOME REMODEL i I I ��— I ? r � T : i T gam- <:aFLOOR FINISH IST FLOOR ' 2T - — 111 IIN FINISH E(=DATION 00 RADE_LEVEL 0' in OR F�NLSH�O.UNDATI_ON_ -5.3' DATE: 3/21/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED Exterior Elevation Right- 1 /4E4 _in = 1 ft PAGE: A-1 .3 Existing Exterior Elevation Views O = 1� Scale 1/4 oil DOB APPROVAL: STAMP E6 ISSUED: 3/21/2025 A-1.4 Building Department NoD Version 4 S ` 1 1 I N ; I. .....L. �� 1 L......,.__. 1................1.......... ..........__1_ : - . f I. . ...f . 1..... ..1 .... ° �` ...1_...............►.._._. ..._!_. r _ 1..._..:.........1.. ..1..... : � ..w - .1_... .._ I_ ....... ................_i......._.....�.......-_... I__........L........__..1.._.........._..1............1..... 1_. 1.... ( _...__I_...._...1_ _.L... �0OWDOIN > ^5 I 1................... ..._;. i _l_ ._.1...._....... .......i... ... ._............_ _..( .. __L..... ....f__._. 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Orient NY 11957 ....... ... .... r I I 1 1 I I_ _ . .-- _..... 1_.... . l I; _. E ;. ._ ._L. . _I 1 ........_�....... ......[_._ � L I l .........>...........I. ..[.........__ I_._.._.._1 ....::::I. .1:... :I: ..:...I::... _l: 1.. : _; 3 f� I ....... _ : : E 1 - I_ _._ _ . L_ L........._..L...........__1 ..........1__.... .1 . I . f _ T .. T f L.. _._L___.._........_.....1_......._. L. 1 ._. [ L... _. .. f _ .. ...f....._._.....1...... [._. f l 1. _. _1 I... . I _ _1_. _ 1:: :__1-: _ I � _::L 1 _ :L ..1:_ I:: ._:I L �r f 7 I T _ (T) 18 1818 L._ _ -I _.1.. ._...1....._.,.._. ... ....T_ L....._....I.._..._...._....._..._.....1_......._1_...._.1 L [ 2112 5 rr r n , : _ (E)dsj@snowdon.us _ 6076 ; -60 E IN G 1 1145 E E R Nick Mazzaferro P. E. Elevation 5 Elevation 6 PO Box 57, Greenport, NY 11944 \A-1.4i E 5 . _ E 6 1 /4 in - 1 ft 1 /4 in = 1 ft (T) 51 �6 457 5596 First Floor Garo", r4e (E) nickmazzaferro@verizon.net 1 /4 in = 1 ft 1 i - - __ - - - - - Address � � � STEIN RESIDENCE Peter & Allison County Rd, Greenport, NY 1 1 1 I 6 ! 1 _ - - - Description :1 1_.-.T' 7. .- ►-:_I.-1_I , - ..I:._ .:I:. -� - _ _� ......._r �_T- _ �_ -� 00, _ O0I _J _ _J 0_ _1_ _- 00 -10� .. _ 7 REMODEL - : _ zi T' f --- - - _ O T OOOI 000_ r .... .. ...... ~~~~ _ 1 - T I_ _L x__ O _r-Z - T .� T _ O: _..7T] -�-0 - - - I : � ........ -- _ _�-;-; � . _ OLL_-- - -- - -- -- � ._�__._ . _ 000_i_ � I E { ' - _ _i I . DATE: 3/21/2025 PROJECT NO: Roof Plan View Elevation 7 Elevation 8 O % DRAWING BY:VA E 7 E 8 CHECKED BY: DSJ 1 /4 in - 1 ft 1 /4 in = 1 ft 1 /4 in = 1 f t - SCALE: AS NOTED O \J r 40) \\ � � IIII ` S PAGE: Existing Garage 0 Scale 1/4 11 1 0 DOB APPROVAL: STAMP O O O O ISSUED: 3/21/2025 Building Department NoD Version 4 Ile t' 56-9 112" 44 — I , ,...._ ...._.. ,....... Slr\N' O4 J fjf1 DOK I ! BATH ,'' 6'-10"X 2'-11" I< LNDRY 20 SO F1' I 6'-0"X 9'-6" D5o a I u 57 SO FT CRAWL SPACE MECH it ° BATH Consulting Architect/Designer COSTCO STORAGE Ni s'-1o"x 6'-6" 16'-11"X 9'2" ( 12'-6"X 9'-6" " 11'-6"X 9)'-6" 155 SO FT 118 SO FT �) 109 SO FFT j 44 SO FT _ S ®® � � LTD T W3 ED 85 Willow Street #71 --- -r �-- O y� _ .......... .......... ............ W � ............................ D49 E Orient, NY 11957 N N 3 ^! DAVID SNOWDON-JONES i (T) 212 518 1818 (E)dsj@snowdon.us - SHWR ! 3 o„X T-5" 10SOFT 1 E N G I INE E E R1% LIZ Nick M�azzaferro P. E. N ' _ -- PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net N 3 BSMNT �T �I M s1�� 55'-5"X 31'7" F4 A-i 2 i 1$ss SO FT — =�A-9.?5 �I 3 A-1.23 \ 1 UP r S2�" N { A-1.2� tip_ M k € Address a y - 4 F F d - F STEIN RESIDENCE Peter & Allison 63417 County Rd, Greenport, NY CRAWL SPACE F € 11944 f' 13'-11"X 9'-11" / 138 SO FT 3 .... ..._ ........ .� .. .. _._ 1 ' _ escrip on _ g HOME REMODEL 39'-6" 1 T-3 1/2" ` F �i t , 56'-9 1/2" kf gel i �A')aaX #a' t / CR A {> r 133 SX pPs C'E Q F7 s i J N N DATE: 3/21/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED CO) ` E 1r9v2" PAGE: ��- F5 A-1 .5 A-1 22 A'-1.24 Floor Plans Proposed Floor 0 Plan View Scale 1/4 to = 1 11011 D1 /4 in 1 ft DOB APPROVAL: STAMP ....................................... .......... ISSUED: 3/21/2025 DECK 18'-2"X 10'-5" 189 SO FT Building Department NoD Version 4 A IT 56'-9 1/2" 7= J 4 112" -4-8 5" 2'-4 1/2-- , 20'-0 1/2" 8" 6" 8' __j U SIN OWDOIN Consiulting Arch itect/Designer A ri ri ri n SNOWD0140 11 LTD 85 Willow Street #71 Orient, NY 11957 DAVID SNOWDON-JONES (T) 212 518 1818 LIVING & DINING ROOM 3 X 41'-9" 1741 SO FT (E)dsj@snowdon.us E ih "" GI " OEER Nick Mazzaferro P. E. PO Box 57, Greenport, NY 11944 Cn M KITCHEN M N 18'-l"X 20'-3" (T) 516 457 5596 M 366 SO FT _DN- _n (E) nic�kmazzaferro@verizon.net X M 16O —wD G) O L_7 <14 r AA.25,­ Ar )23 (A-, ii --------------- '4LX-4-3!- L Ll C� L UP fV Address STEIN RESIDENCE W12 0"is W F-r Peter Allison co PANTRY U_ T7 I - 1 1'(0 MUDROOM 6'-4"X 6-8�/' 48 SO FT T-T'X 6'-8" _jxw 63417 County Rd, Green port, NY 0 42 SO FT L HAL CD14) 51.01.X T T-6"X 10'-5- 11944 35 SO FT Ds wa 37 SO FT . ................ ....F '�O VVD,,zR @D s,.o.,c Room 38�Q 7'-8- CO FT J DECK Description 4'-5"X 10'-7'' 78 SO FT ro T-4- 2'4'3'.4' 3'6' 3'-4' V-91/2" T_5' 3-5- V-9 1/2­�4'-2 112' 3'-4" 4-1. 2"27 3' .. .............w.:............................... ........... HOME REMODEL 3 17'-3 1/2" 56'-91/2" GROSS FLOOR A7] 2,898 SQ. FT. Cv �0 PAA41t ROOA4 ff 349S 20,9" Q # DATE: 3/21/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ 7' "' = / = SCALE: AS NOTED 2'.8 112,, Fi PAGE: 3'_4" 17'_9 112. 21.9. A-1 .6 �A-1 A-1.24, _T ILB 01/ PT! f fl- M 27 :61 L Floor Plans Proposed Floor 1 Plan View Scale 1/4 1 1 0 ff 1 /4 in = 1 ft DOB APPROVAL:STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 - .. _...._.__......-._.-._.. ... ........._..__. .__.._.__... _...... _.._._.... ... ................ _.. _... i V-4 112" 23'-2" SNOWD011" 3'4" 8" 6'-8" 8" T-4" 2 1 BALCONY !' ALLISON'S BALCONY 17'-0"X 4'-6" 77 SQ FT 14'-5"X 4'-6" 65 SQ FT W28 W27 � W25 W31 W3t4 h'i � W... :_. ..........._..... ;_............. : q _ � T Consult■ng Arch■tect/Des■ gner....... .............. SHWR Sim LTD 8-0"X 4'-1" � i , q 32 SQ FT w26 D37 85 Willow Street #71 M i MSTR BA Orient NY 11957 kI 142 SQ FT \ ALLISON'S OFFICE ` ' DAVID SNOWDON-JONES I D39 t' 14'-6"X IT-6" _ N O W.I..C. 196 SQ FT / T-7"X',3'-6" (T) 212 518 1818 ' MSTR BDRM I 1 T-0"X 17'-6" I (E)dsj@snowdon.us 315 SQ FT4� \A I? W.C. a W17 �( r` T-3"X 3'-8" 8"' GINEER CEILING HEIGHT 14 10" 26 SQ FT i OD36 " r., -..—.-.-:.-:._� .- .-::.:.-.-:::-._.-..:-,:.::_-:.: - ..,:.-...-:..-..._- - -:.:: D344 " t Nick Mazzaferro P. E. 2-2 SHWR- PO Box 57, Greenport, NY 11944 N 3'-0".X 5'-0" m a v , s q 15 SQ F BATH 2 31 SOFT v (T) 516 45 5596 f If — _t i DN j - -w nlckmazzaferr erizon net HALL ' ' is • D28 x•.. D27 M _ i (E) o@v 34'-1"X 10'-1" SHWR,. —,... BATH 3 306 SQ FT T-1"X 5'-0" 8%7"X 5'-0" / N 15 SQ FT D55 43 SQ FT f D24 E_4-_ S1 23 v r-- In 2,2" : .: CLST w. W I C 4'-1"X 2'-0" I I ! 0"X 8'7it .." ii 5' 8 SQ FT € V I c� — L.__._.____ _ 43 SQ FT � I � I � � i X r _... r Cn O I� GUEST BDRM .. --i •.:....:............... ..... ..:. t� \� 11'-8"X 13'-10" 82 , p I� 150 SQ FT A-1 25 .I F / ZD ji M -- LNDRY 9'-0"X 12'-11" — — V `" 117 SQ FT (> S DYLAN'S BEDROOM " w n)(� '! 18'-1"X 18'-0" I W22 D33 p x 278 SQ FT -n Address s W24 W30 W30 W38 W38 3 I Peter & Allison STEIN RESIDENCE wz '. SHWR _. N BgTH $_�1I 19 SQ FT 2.1 P n 3' 5'-4 112" T-5" T-5" 6' T-4" 4'-1" T4 2'-4" 38SQFT ,t, : F 3" 63417 County Rd, Greenport, NY N t C W 19 58'-11 1/2" 11944 I 2 vv 7 j �ra,:,5'3 t` 4 SQ FT 1/2" v Descriiption D43 ." ny HOME REMODEL N >` GROSS FLOOR AREA w1s (p 2,529 SQ. FT. TOTAL: 5,42 SQ. FT. AD 4 �A-126 C• W19 7 0 i # m �k CY m M ' F w19 ;£ a z t/ N DATE: 3/21/2025 tt i i I I r PROJECT NO: DRAWING BY:VA i w2o — D22 W19 CHECKED BY: DSJ t M t ASK z 9 — _ SCALE: AS NOTED 8 ALCON 6 SQ FT 41 4° 3'q" 1, 2 / \ PAGE: 1 /4 I -pt'_ ■ ■7 Floor Plans Proposed n �__ Floor 2 Plan View Scale 1/4" — 1�� 0�� 1 ft DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 FRAMING Sr.HF_n�>Ii F F a �2 �,� _. 12� =.. — ._. -. -- F2, _. NUMBER NAME QTY NOMINAL LENGTH MATERIAL TYPE O O ON' F�0 F21 F1 RAFTER 9 2 X 5 1/2 150 5/116" FIR FRAMING 1 LUMBER F2 RAFTER 1 2 X 7 1/4 105 1/116" FIR FRAMING 1 LUMBER F47 F47 F47 F47 F47 F47 F47 F47 F47 F%47 F47 F3 RAFTER 1 2 X 7 1/4 106 7/16" FIR FRAMING 1 LUMBER Fzs F27 F4 RAFTER 1 2 X 7 1/4 110 5/6" FIR FRAMING 1 LUMBER Flo F21 F5 RAFTER 1 2 X 7 1/4 114 1306" FIR FRAMING 1 LUMBER F6 RAFTER 3 2 X 7 1/4 115 1/44" FIR FRAMING 1 LUMBER F7 RAFTER 1 2 X 7 1/4 119 15//16" FIR FRAMING 1 LUMBER _ __. ..............F28 r. A—_mm::c :::-:i F24 I. .. _ F,6 �w _ .F21 ■ ■ ■ F8 RAFTER 1 2 X 7 1/4 124 1/8 FIR FRAMING 1 LUMBER .... :... . Consulting Arch_. __.____._--.._. ../ ('' F10 RAFTER 1 2 X 7 1/4 130 5/8" FIR FRAMING 1 LUMBER I F52 F5z F52 F52 `�' F11 RAFTER 12 2 X 7 1/4 243 13,/16" FIR FRAMING 1 LUMBER SNOWDON � � LTD F28 F22 F10 F21 F12 RAFTER 1 2 X 7 1/4 133 7/116" FIR FRAMING 1 LUMBER j F13 RAFTER 1 2 X 7 1/4 137 5/8" FIR FRAMING 1 LUMBER F14 RAFTER 1 2 X 7 1/4 143 7/8" FIR FRAMING 1 LUMBER I F15 RAFTER 1 2 X 7 1/4 146 15,/16" FIR FRAMING 1 LUMBER Fzs Fez F16 RAFTER 1 2 X 7 1/4 146 7/16" FIR FRAMING 1 LUMBER F5 F21 Willow Street #71 85 F17 RAFTER 1 2 X 7 1/4 15 5/8"' FIR FRAMING 1 LUMBER F18 RAFTER 1 2X71/4 15113,/16" FIR FRAMING 1 LUMBER Fsa F21 Orient, NY 11957 F19 RAFTER 1 2 X 7 1/4 151 3/116" FIR FRAMING 1 LUMBER Fzs Fzz F20 RAFTER 3 2 X 7 1/4 153 5/116" FIR FRAMING 1 LUMBER F21 RAFTER 23 2 X 7 1/4 156 11,/16" FIR FRAMING 1 LUMBER I F22 RAFTER 8 2 X 7 1/4 160 11,/16" FIR FRAMING 1 LUMBER DAV I D S N OW D O N-J O N E S F23 RAFTER 1 2 X 7 1/4 160 7/116" FIR FRAMING 1 LUMBER Fzs Fzz F11 F11 F11 F,1 F11 F11 F11 F1, F,1 F,1 F24 RAFTER 1 2 X 7 1/4 171 11,/16" FIR FRAMING 1 LUMBER — F25 212 518 1818 F25 RAFTER 24 2 X 7 1/4 172 1/116" FIR FRAMING 1 LUMBER F26 RAFTER 1 2 X 7 1/4 173 15)/16" FIR FRAMING 1 LUMBER F27 RAFTER 3 2 X 7 1/4 177 11,/16" FIR FRAMING 1 LUMBER Fes F22- F31 F50 -- F21 = �+ F28 RAFTER 23 2X71/4 1779/116" FIRFRAMING1 LUMBER F3s (E)dsj@snowdon.us F29 RAFTER 1 2 X 7 1/4 71 5/16" FIR FRAMING 1 LUMBER F30 RAFTER 1 2 X 7 1/4 19 5/8"' FIR FRAMING 1 LUMBER F31 RAFTER 1 2 X 7 1/4 196 9/116" FIR FRAMING 1 LUMBER Fzs F22 I ` I F40~ F43 F21 F32 RAFTER 5 2 X 7 1/4 198 15/16" FIR FRAMING 1 LUMBER F45 \ ii F33 RAFTER 1 2 X 7 1/4 215 3/16" FIR FRAMING 1 LUMBER t � ENGINEER F34 RAFTER 1 2 X 7 1/4 223 1/8" FIR FRAMING 1 LUMBER F35 RAFTER 23 2 X 7 1/4 229 7/16" FIR FRAMING GREY LUMBER Fes F22- (, _ F39 F21 F36 RAFTER 1 2 X 7 1/4 185 1/116" FIR FRAMING 1 LUMBER Fzs F37 RAFTER 14 2X71/4 2861/'16" FIR FRAMING 1 LUMBER Fosf Nick IV1azzaferro P. E. F38 RAFTER 1 2 X 7 1/4 29 1/2 FIR FRAMING 1 LUMBER F28 F22 -'" I F9 F9 Fs F9 ' F39 RAFTER 1 2X71/4 3511/'16" FIR FRAMING I LUMBER f F3o Fz1 , PO Box 57 Green port, NY 11944 F40 RAFTER 1 2 X 7 1/4 133 15;/16" FIR FRAMING 1 LUMBER f ;, F41 RAFTER 1 2 X 7 1/4 43 1/1E6" FIR FRAMING 1 LUMBER p F42 RAFTER 3 2 X 5 1/2 140 3/116" FIR FRAMING 1 LUMBER F17 F2, F43 RAFTER 1 2 X 7 1/4 51 9/1E6" FIR FRAMING 1 LUMBER (T) 516 457 5596 F44 RAFTER 1 2 X 7 1/4 52 3/8'"' FIR FRAMING 1 LUMBER F45 RAFTER 1 2 X 7 1/4 122 7/116' FIR FRAMING 1 LUMBER i . E F46 RAFTER 1 2X71/4 569/1E6" FIR FRAMING 1 LUMBER Fza F44- F53 F38 F21? (E) nickmazzaferro@verizon.net F47 RAFTER 11 2 X 7 1/4 60 3/8'"' FIR FRAMING 1 LUMBER Fsa Fsa Fsa F56 @ F48 RAFTER 1 2 X 7 1/4 59 3/4'"' FIR FRAMING 1 LUMBER F49 RAFTER 1 2 X 7 1/4 65 7/8'"' FIR FRAMING 1 LUMBER , K 11/. X 11/1FNf, itjtonPR,If1r;i!'.,h"11(; €, � F50 RAFTER 1 2 X 7 1/4 67 3/8'"' FIR FRAMING 1 LUMBER Fla Fas -. - �► k�. _ ..._ .. � � . ,F F @ F41 F21 f € F51 RAFTER 1 2 X 7 1l4 70 1/8'"' FIR FRAMING 1 LUMBER l \ / F52 RAFTER 4 2 X 7 1/4 55 3/4'"' FIR FRAMING 1 LUMBER i � j F14 I' F18 F53 RAFTER 1 2 X 7 1/4 72 1l2'"' FIR FRAMING 1 LUMBER ' __ F54 RAFTER 3 2 X 7 1/4 75 3/4'"' FIR FRAMING 1 LUMBER — F2s F55 F46 F21 F55 RAFTER 1 2 X 7 1/4 79 7/1E6" FIR FRAMING 1 LUMBER O j 1 I F56 RAFTER 1 2 X 7 1/4 80 7/16' FIR FRAMING 1 LUMBER € F57 RAFTER 1 2 X 7 1/4 83 3/1E6" FIR FRAMING 1 LUMBER F33 - _ - I F58 RAFTER 1 2 X 7 1/4 83 5/8'"' FIR FRAMING 1 LUMBER Fla F60 Is F51- F21 F59 RAFTER 3 2 X 5 1/2 141 3/16" FIR FRAMING 1 LUMBER F60 RAFTER 1 2 X 7 1/4 92 15Y16" FIR FRAMING 1 LUMBER : F61 RAFTER 14 2 X 7 1/4 93 7/8"" FIR FRAMING 1 LUMBER F62 RAFTER 2 2 X 7 1/4 93 9/1E6" FIR FRAMING 1 LUMBER F3' ` F37 F37 F37 F37 F37 F37 F37 F37 F3 F37 F37 F58 F63 RAFTER 1 2 X 7 1/4 97 1/8"" FIR FRAMING 1 LUMBER ® — F64 RAFTER 1 2 X 7 1/4 99" FIR FRAMING 1 LUMBER F66 RAFTER 8 2 X 7 114 87 13/'16" FIR FRAMING 1 LUMBER F68 RAFTER 9 2 X 7 1/4 45 13/16" FIR FRAMING 1 LUMBER Fla F7 F63 y — O F28 F12 i L.I F4 F21 1 F28 F15 F+ I F8 F21 € i F6 F6 F6 F. F23 I € F13 F21 Address rt : - STEIN RESIDENCE r , F F32 �O Peter & Allison � Ir 63417 County Rd, Greenport, NY / F32 I I F61 F61 F61 F61 F61 F61 F61 F61 F61 F61 F61 F61 F61 F62 F62 • _ � � s�T,Js F32 r..;-__ /!f; 11944 --___ Desciription F25 ' HOME REMODEL F25 F25 _ rr' F25 F25 j, t' F25 F25 • F25 F25 ��rt F25 F25 F25 F25 t �! F25 F25 DATE: 3/21/2025 — F25 F25 \\ PROJECT NO: DRAWING BY:VA F25 Fzs ' j CHECKED BY: DSJ SCALE: AS NOTED O." F25'�— F25 i ,..�:.. F25 F,25 PAGE: Framing , Roof A-1 .16 Roof Framing Plan 1 /4 in = 1 ft O 11 = Scale 1/4 0 DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 -HIGHEST RIDGE 1_� 34.1' GE_ 32.6' T_ ..... ........... . 9 ZD _7 232 OFX ...........I......... ...... T_ V4 * .'.I r I L L NSE_jRnF DOR IOO FLOOR-EINISW 1�_��­...­.­.. .... !"""I '­ L . - 70_L . ..... �. ...... 22 6' 22.6 1- ' ­ _1 T "" LI rFn lNG_E1NIS­L_2NDELOO WD01"N' _L j L 21.6' 21.6' ........... T T Consulting Arch itect/Designer T T- zo J, ............ ......................... ........... ................ T E� _T I J I - T I I t VOW& \5 ..." . A I I I t_LTL -_ - -7- L J J T_ J. SNOWDON 11 LTU -FLOOR FINISH-2ND Flo 0 OR-FINISH-_2ND.FLOOR_ I. 13.6' FLOOR ;t j 13.6' L 85 Willow Street #71 G_FJNLqh__1ST_FLQQR_ 12.7' CEILING FINISH -IST- OOfZ L 12.7' FIL I TIT, LL .-X j T 1 1 i i till I I -t ! Orient, NY 11957 T- T­­ I ial _T _LT ...... ........... ............. .................. ...... ...... f J DAVID SNOWDON-JONES W6 A, (T) 212 518 1818 ...........T .......... Z .Li I III T_ 17� ...... ............ (E)dsi@snowdon.us I A'� 11 71 77 j I I I OIL -FLOOR FINISH-ISTFLOO 27 T I P,1, -7 i___ .. ­ "T .. .­....1_.­ ,FINISH E01 -i_ Z _I OO i_l iT IT. t f 17�7 .7 1 T I I NG INDATION- " INEER CELING-F1NISH-FOUNDAT 17 RADE-LEVE PIZ' E " fV -0.51 Nick Mazzaferro P. E. T PO Box 57, Greenport, NY 11944 14 -FLOOR FINISH_.FOUNDATION V­1 Ff--V V­1 H-T t­l H I__V (T) 516 457 5596 -6.3' r (E) niGkmazzaferro@verizon.net Exterior Elevation Front , - -� - � , 1 3/ 16 in = 1 ft fV 8'-6 32.6' 34.1- -RIDGE T Address 7, W37, Peter & Allis -FLOOR FINISH A_I-L I_L._1_i.-T L I L 7-1 T­L.-T -1_�L_T I _*ELQ0R_F.INtSH_-_MD FLOOR IAL .... ............................. ..... 22.6' 22.6 63417 County Rd, Green port, NY DELO -CEILING FINISH­2ND FLOOR wall I +1711 INCLEINJSR_2N OR- 21.6' 21.6' !4 11944 y............I € -/ 31 W18 /W27 .... .....T .................. Description 3 _L� 1 11 T I dill i 6 i Ill 17 -3, T.: _2 -FLOOR E1NISH__2ND_FLOOR_4�_, ".4--, 1 kFLOOR._FJNIqH 2Nn Fi nnR 13.6' 7, 13.6. HOME REMODEL F­ NISH—AST-FLODR- -CEI LING FINISH—IST-FLOOR� 12.7' 12.7' 71:a TL ............ ­7 T_ I 0 Id ........... .................. J, L wig: �s I i 1 LA "I SH 1 -1� b) .�� "" 2 R-MISH--JST=OR- 2.7' TLOOR-EIN] �T. -CEILING FINISH_FOUNDATION Zill - T .. ................ .......................................... ...................................... ............................ ISH-FOIL NDAIION �_&,- = , i _7'-I-'1--T-­'­*_­7 - IT _GARDF lFVFI PROJECT NO: bD A&F1 DDR FINISH- 01 INDATION_ _GRADE_LEV T+7 R=7 47 47 F�T -6.3' DRAWING BY:VA -6.6' 1 CHECKED BY: DSJ SCALE: AS NOTED E Exterior Elevation Back 3/16 i n = 1 ft PAGE: A-1 .22 Proposed Exterior Elevation Views OS = 1011 DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 -.HIGHEST RIDGE N HIGHESTRIDGE_ 34.1' , 34.1' C, RIDGE- 31.8' °ww Y 1 M N Li 1� I� I� I� I� FLQORFJNISH--3RDFlOOR SINNO VV FLOORFIN 22.6'1 RLLL O 22.6'� � � 22-6' IhN' t.... .i...... i .... , , ............._...._............_.... ........_....;..- ...,_.. _...: ._.1........_.I..._. _..I..-.. ._...tL......_._._...._.[.........-..-...1...-......-...i_.._.._..,L.._ L ..._...I..._...1..I.._.._. L ........_.: GEILWGFNlSH=2NDELOOR -CEILING FINISH-2NDELO .... .. I I I......I..... ...... 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PO Box 57, Greenport, NY 11944 M O FLOOR FINISH FOUNDATION LOORFINISH FOUNDATION.kL � (T) 5164575596 6.3' 6.3' (E) nickmazzaferro@verizon.net Exterior Elevation Left- 3/16E3 _ in - 1 ft -HIGHEST RIDGE _ GHFST RIDGE_ L / 34.1' I 34.1' M c2 E RIDGE 32.6' 31.8' co II II I `v v o N II O Address NFLOOR FINISH_3J34F10OR STEIN RESIDENCE Ilk 22.6' -CEILING FINLSH=2Nr)F10 ILING_FINISH_2Np aOQR- _ _ ___t_ _,. -- _i.. 2,.s I L. I.. OL..T i Y................_...... _. ._.__....._ .... _.i-- ? O L.... . ._._.1-- .._....... I-._...... ..... _ ._ ._.i0_L_O�T_` 1 TAT.-?.-.... .-...T._ -.._._ 2,.6 __ __- ___-_ ._ ._i O ,.wPeter & Allison TJ_ _�_ __-- ._L_ i. 1 1 _I ; mow 4 1-�r00 .� T:- � ���%� _M - •W39O - �_ �w,� _L_ L ��W,� , -_ - .O _ _ 63417 County Rd, Greenport, NY t ,9 w,s w,e wzz T �O ! s I: � _.� I I I . .� T......T...__� ., � ,.T_....._1.._...T_...... 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T ._L......1 . 1 i i J - - „ G FINISH-FOI I�TION CEILWGEINISH=FOUNDATION i i !.............�..............._..._!.. ....i_.......... .9' -� w1 CV f�1� \ ,� •:;; I I'�:� 3 t w�S t5 #• i f� I� w +^.x�a.�s�n^'. �' [¢[� I• i -FLOOR FINISH-FOUNDATION 1 ill t i I E II RFINI FINISH-- NDATI _ -6.3' ___.. L00 S 6.3'DL ON DATE: 3/21/2025 PROJECT NO: DRAWING BY:VA CHECKED BY: DSJ E4 Exterior Elevation Right- SCALE: AS NOTED 3/16 in = 1 ft PAGE: A-1 .23 Proposed Exterior Elevation Views O ., = 1, 0.. Scale 3/16 DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 .. ...... .. _ _ T �\OHNN" ; I � � T L K 2020FX. ; 1.- -T_ 1. oTol ..s: r - i-- [ [ \� OWDO 1 i 71 T_ 1 7 J ' I --I_ _ > - T I I I � � I „> i T - W'gf F. I� I �� -,,��Z �17 �i:; J.�i J. I €. o_, T r f ,_ I / 1. ...I.. 1 I.. Consults Architect/Des er gg i I �¢A„»a,.� .,,-.��`' ' : i .,...:::,.., ,Is•�.. -«. —� i[.! ilr � - _/., 1 --1-,--i� i.-.o.-- t, i � �V n 0 ` I 1 I I I 3 , x .. ..:I_. . _L.....-L:.....__,_.......:i...._..p �„�.o.. � _1:.___1. _. ...1......,.._�. 1 C.. I i _ -1� -L__ SNOWDON 11 L ; ...I::...._[....-I: _ _ ::I - --:T._ .__.I _I _L_�-_1_I ° _.._. � � 1. --- - - - E 1 i_ I o �r l'T IT , : 4 W:..,....W,},...3 ..._..0 .;\� «..,..I`..w,,.,. :� 1 I1...... 1 Il Ti I il �Iltl i T �. ..€ z, I,�. b' ""OD _ _,..",. 1 T Cl r-y , : , :_: I>: �i .i :i , � ►=I_� 85 Willow Street #71 1 I1�, I I1.[,1 , i 1 I I 14 - - - _ OrientNY 11957 i r1 l i ii I i-1-� T _ .` I I 1 I T 3 I sd _ 1 ._ _ VIDOWDON JONES .........[.............. ./ .... W,9 ... .. , K J. 1- - -._ .. ��i' - -I:_ ... -T � _ 212 518 1818 l i.[ 4 jj _ (T) W12 W72� �g,mm i TT ....... ... 3 y 4 I I__..._7.... ._..._....._J ..._.1........_L........_I.i.1: i i.a i.[I�1 L� II I1; ... I.. 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ENGINEER PO Box 57, Greenport, NY 11944 (T) 516 457 5596 - (E) nickmazzaferro@verizon.net Elevation 5 -� 3/16 in = 1 ft 63417 Main Road, Gre np rt, NY is compliant with Southold Town Code 0 - ;208 Pyramid Law. 1 The proposed 2nd story add' on is below the existing roof p p Y g structure and therefore wit in R-80 Zoning sky plane. 4- Address STEIN RESIDENCE Peter & Allison y lD W36 z` 63417 County R �. W40 mw. � W37 � ,/ ! 1 i t d Gree n rt NY 1_ T" , , T I 11944 1.......1........1........._r......1. ..1.._...T....Z........T. . -F.. ....._...I...T.._i -7-7.. —t�-r Y 1 r -- I € Description n. 3 I _ — S�.-..., :1`•.-1___ �'!. • �P W31 :cce" — 5 W26 6 HOME REMODEL -W__L _ l� I F IIII III IIII III m I - .......:......:.;...... W 1 i _ III . !,.x.. , .�,_., i L. :[ I. ).. � ;:i i ,- p _ I 3 .._....__.- � C [.:..... ..........1. . I [ _ I n .��.I." _. JINII I,' III "j: IIIIII . IIIII yA , :j W"y 3.. .__IIIII q�IIIIII IIII IIII ' I!Ilk ' ~. ... .. ' " �: tIIIIIIIII _ .._. T. L r. -- - -- -- _ j 1 r�l , [ , loo o. 1 , LTA 1�.T� -. ....I_.._ I ; :[.,. 11 T 23-6 �I , .....I F D76: I I e'II o� II 1 I I q 1 i I I II D6 ..,_, .. ..,.�T....,.. � �....._T..........T..__....I; 3 � �. , . I.... j...a. -- 1.IH.i[I..1-.1[[L.I. i ... _ - p �01 0 ill ._.L......._..C__ i -.1' ... - - - L....r....l........ l..__......i...._.._I_......._I.__....._L_........L. -1__....__ iIM _........:.1..:..._.:a_.:.:_1.....:i.._..-L.- _ _. - - _ !.......... ....T DATE: 3/21/2025 . �" PROJECT NO: DRAWING BY:VA :; ' G.. CHECKED BY: DSJ ��: SCALE: AS NOTED E6 Elevation 6 3/ 16 in = 1 ft PAGE: A-11 .24 Proposed Sky Plane Elevation O Scale 3/16n = .10 n DOB APPROVAL: STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 COLLAR TIE J CONSTRUCTION NOTESf DORMER TO BE PART F ROOF ® STRUCTURE a 1 —�--' SNOWDOIN CONSTRUCTION NOTES. in FOUNDATION 16"WIDE 8"HIGH. - - - —� - 7------ DORMER TO BE PART OF ROOF 1........_.........,..T..r._ ]TWO X#4 REBAR IN FOOTING ALONG LENGTH OF THE FOOTING. _ I, "' "" 'WALLS POURED CONCRETE 8"THICK.#4 REBAR TON CENTER BOTH DIRECTION.ALL TIED TOGETHER WITH FOOTING. ...._..._._.. f' - - - '3 r " AINCHOR BOLT 5/8"SET AT 48"ON CENTER AT 7"DEPTH MIN'WITH / „ ; Ei 1_ _L_.;._i.--.-i.. �wts :. ...�__ 1 _ �1 ■ -<• wis wis^•� — � g, {f i i -r-- � � SQUARE WASHER. _1 .....I... 1 j.._L..i I4,\ .... _I_x L. .._.: 7_.. Consults Architect/Des er _. - TIT Ta -- I 1 „<° ' � —L -1 . i .... 1 .1 ..1._.._.__ _.._...... - - -( ,SITE PROTECTION:FURNISH AND INSTALL PROTECTION AT ALL �!__..... ._.._._..._... )I r - ^- ^'• PROPERTY LINES.CONTRACTOR TO INSTALL FENCE WHERE 7 r T 7 1..._....T. ..............T.._ ....L_......,...... r _L_.._�_ ...1_..._L........1._........�....._�.........L...........L.....__L..........I__..1......,............T.....T-._T...._....._.....5.._......._.._.....1..,..r._. ....__1.._........t...........C.. � � _ ......_......._...._...,.....,. r..._ r �' I i I 1 I r !: � I � APPLICABLE AND MAINTAIN WORK WITH JOB ENVELOPE. SNOWDOw" � � LTD �.. 1 �TL _I.- - T TL i_ _ r I ' T DISCONNECTED ELECTRIC) A PRIOR TO "I I€ r� T ALL UTILITIES TER,GAS,ELECT E TO BE ._.. .._._ � . 1 I � _..1._r._ « ED B THE APPROPRIATE ENTITIES ,I;: I _i........._L....._...1_........_L._.....[....._l . 1 L__................................_.........................1 ..........1.::_....... _......Lu...J:> .1 :LL.I---- L...........1..._ MOBILIZATION TO THE SITE. I, ei.... . r 85 Willow Street ?1 € , _ I t � .. A�9^t nf%4'01'.". '°"a_•e XRiw4•:;�„ .E �, _) ..I.......... 7 T-L FOOUNDATION:8"X 16"FOOTINGS WITH(2)#4 REBAR CONNECTED D24 . i D39 j THROUGHOUT.FORM&POUR 8"THICK POURED CONCRETE _ v c _-....r....�......_.l....,._1,, L. , _ 1 - I-� - .._ µ, WALLS AT 8'HIGH. KAMACK WATERPROOFING WITH RIGID Orient, N Y 11957 L.......T .....L..._T......... : 1.........._......_...L......... __,..I __ f......i..__._.1__.._1.......... L....,......L.... 7.... ?::.:T .:I -I� .� i \ INSULATION PROTECTION BOARD AND/OR EXTERIOR _... .,1,. _. j r I s^ 1 1 / / -L-;-� I i � VATERPROOFING OF EXTERIOR FOUNDATION WALL+INTERIOR - /ws ,fR/ W4 .�' w9 - _ DAVID SNOWDON- � ( •- Ns ,' STUDS WALL WITH CLOSED CELL SPRAY FOAM INSULATION. '` Q JONES K 3 i I i` i , f �I 4"POURED BASEMENT SLAB WITH WE LD IRE t REINFORCEMENT EMENTS TROWEL FINISH. __- 212 518 1818 a' —_ I t_._. .f. r----r--t`t I....7...........L......7............ ._....._L..........L._...__L.._.......L... . .......i. ......i._ I. 1 : i............L...........L...._Z.. ....L.......i:- J .......L........ I_..,...[. L..... ,... _..., 1I s eSection (E)dsj@snowdon.us Ir r 1_ _l_ _1.__1._ ..[_ _ _1_ri_-_I_ - —L-__ t._ h_I_. 1_—__1__ �.- __L,-- - I 1_ T i 1_ I I_A_ I I -- --1 1_ _L �T --s _ .. .. S 1 I i +�a I �'w 1 [ I 1 1 1 [ ., 1..T. .. ..L ._.L__...._..._.....,.....!...7 I i (....._.:._..._._.I: ..._.!........I . ...I - ..1. . .;" L..... 1 /4 In = 1 tE ' I v - Nlck Mazzaferro 2x TREATED MUDSILL „ - SILL AL CAST-IN-PLACE PO Box 57, Greenport, NY 11944 I BOLT SQUARE WASHER R B B ® 2x TOP PLATE 2x WALL STUDS (T) 516 457 5596 SPRAY FOAM INSULATION MIN R 28 "-��? ' ! VAPOR BARRIER DRYWALL i (E) nickmazzaferro@verizon.net 2x61 WALL STUDS FINISH SIDING 3/4"IFINISH FLOOR r Section 1 3/4":SUBFLOOR HYDROGAP DRAINABLE I \ HOUSEWRAP KAMACK INSULATION+ / S 1 - ---- -- RIGID BOARD PROTECTION R 3/16 in 1 ft 3/4"SHEATHING I _ � AND/OR WATERPROOFING PARALLAM CONCRETE FOUNDATION WALL 2x TREATED BOTTOM PLATE TJI FLOOR\' SYSTEM 2x10 1•l9 9 1/2"X 5 1/2" REINFORCING STEEL CONCRETE FOOTING AS REQUIREDCONCRETE SLAB REINFORCING STEEL AS REQUIRED — I Proposed VAPOR BARRIER 7 EL BASE Water Table I ' ' 17wo2 X8 Plate t . Strapping :j i, 8 Foundation . r. i . III _IIL. , Basement Foundation - _ - (print at 1"=1') �.w... . ...- Address W37 w40 1 i [ u � L°..v�.. i a € STEIN RESIDENCE t . .�� ':�a•..w � f' !, •• .e^�:-Fuca ;. •°"'°-.« .. �. _ Peter & Allison , f � IE I.II �t\ 63417 County Rd, Green ort NY - : 11944 € - D29 () D23 ®11 E'I D35 �' D34 .i D28' E D27®' , E I. # € << I a Description -_ -- .._-.,..,.. ><.,,s..,as<..., � .. :rs •.�''eur, ._,I.bz,f< ,; �•' .,K�'.r;a": a - :y," � .<.; ;-_...,.,.._..._. •_-_ .,.,_.. - HOIwoE REMODELm_ , h L �' I I I [ i I 6 j E I ' i ! I - III{{ I f t — I 1, wY� A ` DATE: 3/21/2025 PROJECT NO: ° DRAWING BY:VA 8 k .. A q # SS CHECKED BY: DSJ xg a SCALE: AS NOTED Section 2 �^ t K S2 \^ S �z s .. :r. 3 ,. .,. •,;^ �� . eve. � ,.. a' �� ",�" ., .. ��,. � \� : 3/ 16 In 1 ft Jr_ I PAGE: I V€ A-1 .25 W Proposed Section Views R Scale 3/16 TO" DOB APPROVAL STAMP ISSUED: 3/21/2025 Building Department NoD Version 4 E r . r; - U' -- - - - - - ......I I _ � W26 .', SW23 W231:I fW19 W19 "" W24z--1 - e 4mo.,wM. / �; ___ I '/W38 i I i 3 .T......-1.�' _!... ...i. I �€ -- f J. 1 s _ 1 3 �j ConsultingArch itect/Desi ner SINOWDOIN 11 LTD , _ E z�-� _�. W30 i :i i .............. i 85 Willow treet j t a _ I;I.] IrI. 'W9 A 1 L yJg i rL W,4 /W,3 Orient,, NY 11957 tz , s DAV SN W -.- D O DON I I JON ES c mzrma• i gg .nzaro ,na,. �� ...a ! I� �.. •—" -'��i�•- a 9E is t 1'° - _ 1 i IN (T) 212 18 1 8 ' 'Mill __..._ — L i L r... ir >___1 (E)dsj@snowdon.us��__ EwGINEER Nick Mazzaferro P. E. i - PO Box 57, Greenport, NY 11944 (T) 516 457 5596 (E) nickmazzaferro@verizon.net Section 3 S3 - , 3/16 In = 1 ft \ �'# f W37':t, :N' W40 q W37 V I I v a ii........m.dx .�.,..., .Cd. ...»... 0 Ln \ �_._ _. ...._.�_ ..-. .....� � Address O \. __. _ STEIN RESIDENCE . E ME r Peter & Allison , {, --- -- -- R 63417 County , Gree po , NY t d n rt < N'i : . 11944 W28 j I E s D40 u-- .. _ ... ; IE � mot, i t j w S W27 � ^" t Z D37 D21 W18 '"�" Q.. : Description HOME REMODEL r..... ............................................................._..........._....._..........................................-..............._................... . I ....,,.. F.._._.m k D12 D11 D10 ! i j i - D�9 + D9 y D8 D8 O , ; t , . j I ! I_ DATE: 3/21/2025 i PROJECT NO: D53 € D51 ( `E D52 i D49 DRAWING BY:VA CHECKED BY: DSJ SCALE: AS NOTED PAGE: Section 4 S4 A-1 .26 Proposed Section Views 1 /4 in = 1 ft O Scale 3/16n _ ,1 n DOB APPROVAL: STAMP 0