Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7573
tia JK)0' � 3 T3 d d f? sate. al s� 40 iA&CS, 61 J.,f a V4 0 ouA Pi - AW Of 69.1 °1® a; Owner: North Fork Project LLC File #: 7573 Address: 5775 Mill Rd Code: 17NP Agent Info Martin D. Finnegan 33 W. Second St. P O Box 9398 Riverhead , NY 11901 Phone: Fax: 631-574-1258 Email: mfinnegan@suffolklaw.com C.V 1 A-G BOARD MEMBERS ��OF S0!/ryo Southold Town Hall Leslie Kanes Weisman, Chairperson ti0 1p 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) Nicholas Planamento yIrou Southold,NY 11971 RECEIVED, a•wt• http://southoldtownny.gov � I t• 0 ZONING BOARD OF APPEALS MAR 1 2 2024 TOWN OF SOUTHOLD Tel. (631) 765-1809 )&L� ✓ . FINDINGS, DELIBERATIONS AND DETERMINATIONuth01d Town Clerk MEETING OF DECEMBER 16,2021 ZBA FILE: 7573 AMENDED JANUARY 4,2024 AND AMENDED MARCH 7,2024 NAME OF APPLICANT: North Fork Project,LLC/Old Mill Inn PROPERTY LOCATION: 5775 Mill Road(Adj. to Mattituck Creek), Mattituck,NY 11952 SCTM: 1000-106-6-3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited.the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 25, 2021 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 November 18,2021. 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 CONSISTENT with LWRP Policy 2: Preserve historic resources of the Town of Southold and therefore is CONSISTENT with the LWRP. The recommendation is based upon the fact that the building was constructed pre-zoning and is a cultural asset to the community. TOWN OF SOUTHOLD PLANNING BOARD: The Southold Town Planning Board upon request reviewed the application and replied to the ZBA on October 21, 2021 and offered support of the variance request for this application. "This historic building is a community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact;the Planning Board recognizes that in order to `renovate and retain' these historic, non-conforming, pre-existing structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concerns: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. Page 2,December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway." PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 4,829 square feet, .11, irregular-shaped waterfront parcel located in the M-II zoning district measures 15.81 feet and 98.35 feet along Mill Road, then runs east 53 feet along Town of Southold lands known as "Easement No. 1" over a concrete retaining wall at the apparent high-water mark and into the Mattituck Creek,then the lot line follows the structure and runs over Mattituck Creek 32 feet north (the structure is cantilevered over the water), 15.01 feet and continues north 80 feet connecting the building to exterior decking over water and then returns 46.58 over decking, the creek and wooden bulk-heading to an upland earthen area at Mill Road. The subject parcel is developed with a historic one and one-half story wood-frame building(formerly an 18'h Century tidal mill),wooden bulkhead,wood deck with railing and a floating wood dock as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and last updated for lot coverage on June 2, 2021. The subject property also controls two easement areas (Easement No. 1 and Easement No. 2) owned by the Town of Southold and a separate lot where the waste-water sanitary system is located. Easement No. 1 is an irregular shape and measures 53 feet along the southern lot line of the subject property to and over the Mattituck Creek, then runs 26.96 feet along the creek and over rocks at the apparent high-water mark, then 9.5 feet and 23.75 feet over rocks at the Mattituck Inlet, then continues 6.85 feet and 21.43 feet at Mill Road and returns along a radius 17 feet and 28.32 feet, along Mill Road. This area is used by the applicant for storage, access to the existing structure and also contains a propane tank used by the applicant. Easement No. 2 is located on the opposite side of Mill Road,facing Easement No. 1 and is also irregular-shaped and measures 4.69 feet and 24.2 feet along Mill Road,then runs southwest 26.4 feet along a separate lot owned by the applicant,then continues 26.66 feet along a commercially developed lot to the south and continues 17.57 feet along the same lot and returns 20.32 feet back to Mill Road. This area is used for storage by the applicant. The separate lot owned by the applicant,across the street from the subject parcel, is known as SCTM: 1000-106-6-4.1 (this parcel is where the sanitary system servicing the subject property is located). It measures 162.15 feet, then continues 134.32 feet along Mill Road, then crosses the terminus of Mill Road and runs east 53.97 feet to the Mattituck Creek and follows a wood bulk-head 35.26 feet along the creek,then runs 68.27 feet along a commercially developed lot and continues 295.99 feet back to Mill Road. The parcel contains the Easement No. 2 area, a frame garage and a one and two story wood-frame building and the waste-water treatment facility for the subject property. Easement area No. 1 and No. 2, along with the separate lot, owned by the applicant, known as SCTM: 1000- 106-6-4.1 are all integrally intertwined and developed and used as a single parcel developed prior to zoning and as part of a mill complex and later access point to a no longer existent bridge. BASIS OF APPLICATION: Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-3. RELIEF REQUESTED: The applicant requests several variances to alter,renovate and restore a non-compliant, pre-existing restaurant building in the MII Zone, and make it FEMA compliant, requiring a front yard setback of 35 feet, where the applicant proposes 10 inches; a required rear yard setback of 25 feet, where the applicant proposes 8 inches; a required minimum side yard setback of 25 feet, where the applicant proposes 0 feet; and maximum lot coverage of 30%, where the applicant proposes 69.1%. As part of the application, the applicant Page 3,December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No.,1000-106-6-3 proposes to reduce structural lot coverage by 2.7% and restore and renovate the restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking. ADDITIONAL INFORMATION: The subject parcel was developed in the early 19th Century by the Cox family as a tidal, grist mill and was converted to a restaurant/inn in the early 20th Century, popularized during Prohibition and known for its `trap door' from the structure cantilevered over the Mattituck Creek allowing access for deliveries by boat,rumored to have been used by `rum-runners'. The existing Old Mill structure lies on a non-conforming 4,829 square feet parcel which is partially underwater land with a large portion of the structure cantilevered over the creek. A small area of existing improvements lies within the adjacent 1,365 square feet easement area (No. 1). In order to preserve the deteriorating structure, the applicant proposes to elevate the existing two-story restaurant structure 4.5 feet (to achieve FEMA compliance) and replace and reinforce the existing steel and timber substructure. 388 square feet of the existing one-story structure (main dining hall of the restaurant) will be removed and replaced with a one-story open-air porch along with the removal of the remainder of the one-story structure, which will be replaced with open air decking. Exterior upgrades including siding, windows, doors and roof will be completed as part of the scope of work. Overall, the applicant proposes to maintain existing conditions while reducing lot coverage from 73.7%to 69.1%. The subject property is not listed on the Society for the Preservation of Long Island Antiquities nor is it listed on the Town of Southold Historic Preservation Commission. Mill Road, at an earlier time, crossed the Mattituck Creek at the subject parcel via a swing-bridge that was removed after storm damage in the late 1950's. Easement area No. 1 is formerly the bridge landing for the westside access point. Currently, Mill Road termites in front of the subject parcel and allows access to two property owners south of the site. Additionally,Mill Road has served as a parking area for the subject property. The applicant provided copy of the deed to the property and Easement Agreement between the Town of Southold and the applicant,which states:"Whereas,Grantor has determined that the Easement Area is no longer used or maintained by the Town of Southold or its residents and serves no public need or benefit...". Multiple images of the structure were supplied illustrating the building's evolution, over 120 years,from a grist mill to a popular,waterside restaurant. Many letters of support were received prior to the public hearing for this application. A farmer and area neighbor spoke about the importance of maintaining this structure for the community's benefit;they also shared personal testimony about their ancestors who worked on the building and maintenance of the structure during the 19th Century. The subject parcel is the recipient of ZBA decision #959 issued October 6, 1966 allowing placement of directional signage (now non-existent)at various points leading to the restaurant. During the public hearing the applicant stated that they are currently seeking approval for an upgraded Innovative/Alternative sanitary system with an application pending with Suffolk County Board of Health. The proposed upgraded system will be located across the street from the subject parcel, located on lands owned by the applicant and known as SCTM: 1000-106-6-4.1. This lot is developed with the current sanitary system serving the existing restaurant and it is also improved with a one and two story wood frame `tower' structure, previously used for storage. As part of the public hearing the applicant stated that they are reducing interior restaurant occupancy from an existing 150+ seats to an overall, interior, occupancy of 50, including the bar area. The applicant proposes an Page 4, December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 additional 35 exterior seats contained on the porch and decking and will retain a portable`port-a-potty' bathroom for deck patrons to reduce the need for on-site wastewater management. No kitchen cooking facilities are proposed for the restaurant and the exhaust system(currently visible from the water) is proposed to be removed as part of the application,along with the removal of the stone fireplace in the bar area. A modest size,all electric kitchen was discussed to fulfill food preparation needs for restaurant patrons, although this was not included in the plans provided. The applicant indicates they would like to maintain employee housing on the second floor of the structure or use this space as personal housing or storage. No plans were included in the application to illustrate residential use on either the subject site or the `tower' property across Mill Road, also owned.by the applicant, where the proposed I/A sanitary system servicing the restaurant is to be located. JANUARY 4,2024: In a letter dated December 19,2023,the applicant's representative requested an amendment to the decision to allow the installation of infrared heaters in the ceiling of an open- air porch, and reasoned that the use of the subject infrared heaters does not convert the open-air porch to heated conditioned space. All is depicted on Architectural Plans prepared by John Lee Mahler,Architect, last revised June 26,2023. Based upon this information, at the January 4,2024 Regular Meeting, the Board members voted unanimously to amend Condition#4. MARCH 7,2024: The applicant's representative requested an amendment to the decision solely to accept the Architectural Plans submitted to this Board on March 6,2024. The plans depict revisions of the second floor to include three bedrooms, one full bath, three half baths and a recreation room, all prepared by John Lee Mahler, R.A. dated March 6,2024. The applicant requests that the amended plans be accepted and stamped for the record, and further indicates that the subject plans are entirely consistent with the relief granted in this Board's Determination. Based upon this information, at the March 7,2024 regular meeting, the Board members voted unanimously to accept the plans. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2, 2021at 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 V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the south. The Old Mill is in fact an integral part of the character of the surrounding community that is beloved by the residents of Mattituck and the entire town. The relief sought is essential to allow this structure to continue to strengthen the character of the neighbor for decades to come. All of the proposed improvements will replace or restore existing structures that are similarly non-conforming. Numerous letters in support from neighboring landowners on both sides of the Mattituck Creek and other members of the community confirm that the proposed renovation will be an enhancement to the nearby properties. 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 benefit sought by the applicant cannot be achieved by any feasible method other than variance relief. This parcel is perhaps the most constrained parcel in the Town of Southold. The benefits sought are not personal to the applicant;they are shared by the community Page 5,December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 by way of the preservation and restoration of a beloved, historic structure and restaurant. Due to the extent of the pre-existing non-conformities, there is clearly no conceivable way to restore the Old Mill Inn without the request relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 71.5% relief from the code relative to reduced minimum front yard setback, 68% relief from the code relative to reduced minimum rear yard setback, 100% relief from the code relative to reduced minimum side yard setback,and 39.1%increase over maximum lot coverage of 30%as allowed in the MII zone per code. However, while the setback relief may be mathematically substantial, it is not practically substantial since it will only allow what has been on the site for 200 years to remain. Absent relief,the structure will continue to deteriorate and will eventually and inevitably be lost. As for excessive lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7%lot coverage to 69.1%. Moreover, if the square footage of the easement area(s) and the owner's additional lot where the subject parcel's sanitary system is located are considered,the net lot coverage would be substantially less. 4. \Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an IA sanitary system is proposed to further protect water quality. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a FEMA compliant, restored and renovated historic tidal mill previously converted to a restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on Site Plan and Ar-ehiteeWral Plans pfepared by Mery4 > and last revised ittly 30, 2021. Amended Plans prepared by john Lee Mahler, "rehiteet!RSt,.,,-,;sea Tune 26,20 3.Amended Architectural Plans (17 Sheets)prepared by John Lee Mahler,Architect, dated March 6, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to apply for and receive New York State Department of Environmental Conservation (NYSDEC) approval for the proposed alterations prior to commencing work. Evidence of this approval is to be provided to the Zoning Board of Approval to their satisfaction prior to the issuance of a building permit. 2. The applicant shall receive Suffolk County Department of Health Services approval for the installation of a waste-water treatment system suitable for the proposed restaurant use and use of the second floor bedrooms and recreation area. Page 6,December 16,2021,Amended January 4,2024,Amended March 7,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 3. The applicant shall receive Town of Southold Trustees approval for the proposed alterations. The ex4er-ier-per-eh is to remain epen and unheate&uneenditiened spaee without the benefi - . ig, windows or an enelesure of any kind other-than the proposed roof-. 4. The exterior porch must remain open to the air on three sides and enclosed only with the porch roof, shall be used seasonally, as weather permits,may only be heated and cooled with infrared heating elements and fans installed in the porch roof, and may not be enclosed with walls of any kind, either fixed or temporary, including but not limited to plastic or mesh "roll-up curtains" or panels that provide protection from wind, rain, and/or insects. 5. All decking shall remain open to the sky. 6. No exterior amplified music of any kind is permitted. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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. Vote of the Board: Ayes: Members Weisman(Chairperson),Dantes, Planamento,Acampora,and Lehnert. (5-0) Aeshees Weisma , Chairperson Approved for filing 0/ � /2024 AMENDED JANUARY 4,2024,AMENDED MARCH 7,2024 FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW By Electronic Mail and Hand Delivery _ 73 RECEM March 6, 2024 Ms. Leslie Kanes Weisman, Chairperson +MAR 0 6 2024 Zoning Board of Appeals ftNING BOARD OFAPPEALS Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: North Fork Project, LLC/Old Mill Inn - ZBA File 7573 Premises: 5775 Mill Road, Mattituck, NY SCTM # 1000-106.00-06.00-003.000 Dear Chairperson Weisman and Members of the Board: I am writing on behalf of the Applicant, North Fork Project, LLC, to request a deminimus amendment to the ZBA's December 16, 2021 Determination which granted the requested setback relief to allow the Applicant to renovate and restore the Old Mill Inn's restaurant and second story living quarters and elevate the structure to achieve the FEMA compliance. As the Board is aware, a prior request was made in July, 2023 for a deminimus change to the approved plans after JM2 Architecture assumed the handling of this matter for the Applicant. The ZBA stamped plans dated 8/ 1/2023 erroneously referred to office space on the second floor of the Old Mill. That use is clearly inconsistent with the historic use of the Old Mill Inn which had living quarters on the second-floor consisting of five bedrooms. Upon further review with the building department, the second-floor plans were revised to include the originally proposed bedroom space, however the bedroom count has been reduced from the original five to three bedrooms. There are no changes to the exterior plans of the structure and construction is substantially completed. The Applicant respectfully requests that the attached plans be accepted and stamped for the record of this proceeding. The revised plans are entirely Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Page 2 consistent with the relief granted in the ZBA's Determination to permit the restoration of this venerable institution in our Town. Kindly advise if you require any further documentation to process this request. Thank you for your consideration. Ve�yru�3zy s, Martin D. innegan MDF/as Encl. cc: Paul DeChance, Town Attorney Julie McGivney, Assistant Town Attorney EG RE55 CALC U LAT I 0 N 5 PROJECT DATA Architect of Record: AS PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE,OCCUPANCY LOADS ARE AS FOLLOWS: ADDRESS: 5775 W MILL RD,MATTITUCK,NY 1 1952 SECTION BLOCK LOT: 1000-1 OG.00-06.00-003.000 w - ZONING: TOWN OF SOUTHOLD MARINE it(MII) M2 FIRST FLOOR OT�L� USE: FIRST FLOOR RESTAURANT/BAR,SECOND FLOOR LIVING QUARTERS ASSEMBLY(TABLES/CHAIRS) 800 SF/ 15 SF/OCC = 53.3 OCCUPANTS1 COMMERCIAL KITCHEN 300 SF/200 SF/OCC = _ 1.50 OCCUPANTS �p OCCUPANCY CLA55: A-2 t R-2(I HOUR FIRE SEPARATION REQUIRED) R�✓ I T E C T U R E P C TOTAL= 54.8(55)OCCUPANTS ` 6�q� CONSTRUCTION CLASS: 4(HEAVY TIMBER)$55(UNPROTECTED WOOD FRAME) `cF 51TE AREA: 0.124 ACRE(5401.44 SF) SECOND THIRD FLOORS `%s PROPOSED SOFT: 3,050 JM2 ARCHITECTURE,PC LIVING QUARTERS 1,482 SF/200 SF/OCC= 7.41 OCCUPANTS ` SCOPE OF WORK: I)BUILDING LIFT GUT RENOVATION 2410 NORTH OCEAN AVENUE to ACCESSORY STORAGE 685 5F/300 SF/OCC - _ 2.28 OCCUPANTS SUITE 300 RECREATION ROOMc^; >-. .. `Accersste ` .>' ° FARMINGVILLE, NY, 11735 TOTAL= 9.69(10)OCCUPANTS '�` , ~.�{ = x , --% e 8a is :. .;°": ..' `.' T 631.320.3305 F� 631,320.3307 IN ACCORDANCE W/SECTION 1005.3.2 OF THE NYSBC, MINIMUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: ` �, r FIRST FLOOR= 55 OCCUPANTS x 0.15 = 8.25", 3'-0""MIN.WIDTH,(2)EXITS PROVIDED SECOND#THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5", 3'0""MIN.WIDTH,(I)EXIT PROVIDED I Anthony J . Applicant: TRAVEL DISTANCES w �aie%mot ' b at t{u k Fi ri„4,a{ Martignetti 8 East 92nd St,Apt 3 '" - �, New York,NY 10125 A-250 FT SPRINKLERED IN ACCORDANCE W/SECTION 1006.2.I OF THE NYSBC: I 3G"x 50" }t t s - ` - (9I 7)535 3777 0 Ciim ercx �Coe� R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE= 125' ' mattock lnlptTRaira h'F t� Architect of Record: ro Aff "s77s ar�All k d; JM2 �.. Conperelavl�ttituct�v;7a4x7.' Fcaruz?i:nArchitecture,PC BATHROOM � e ' �e 2410 North Ocean Ave.Suite 300 El HALL strIcngs Yap rt center °' 4" Farmmgville,NY 11738 f ..: (631)320-3305 ® r: LAUNDRY/STORAGE ;..::. ;, ,: SUBJECT' 4 UP £ PROPER 9 eer Structural En In PROPERTY, E2 Engmeers Coopet.Pasm = ?' no] O 91 455 Montauk Ave . London,CT OG320 New (8GO)437-3259 ROOFED OVER MEP Engineer: PATIO BELOW BEDROOM I BATHROOM A ,.; O wn Emtec Consulting Engmeers DPC CL. 3555 Veterans Memorial Hwy,Suite M g ttnar!Preserve CL. Ronkonkoma,NY 11779 � SHELVES (631)35G-2I7G NSA KEY MAP N N .T.5. Surveyor: 2®�1, „ I Nathan Taft Corwin III 30 x 80 30 x 80 158G Main Road, `_`i� �' �L w Jamesport,NY 11947 75'TRAVEL DISTANCE< 125' GENERAL BUILDING NOTES (631)727-2090 lu ai o I BEDROOM 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Project Name BEDROOM 2.ALL SUB-CONTRACTORS SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. �]7 O 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.S.T.M. 5775/ 5 W Mill Rd FINAL MAP SPECIFICATIONS. 0 REVIEWED '/Bt�Y Z BA 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. N# 1 ✓� 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Protect Address DECISIO f HEALTH OF RESIDENTS. 5 7 / 5 W Mill R�DATED: Qle�� 7 ��� G. ELECTRICAL RECEPTACLES,LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 7,TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. Second Floor- E re55 3 _ 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING. Mattltuck, NY 11952 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 6ii = 1 �_oi� T- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. Project Type 10.ALL C$D MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVE-,NYSDEC FACILITY, LOAD/TRANSFER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. GENERAL NOTES Lift � Renovation COUNTER WIUrJDERCOUNTER FRIDGE _ I. TOWN OF SOUTHOLD DATUM NA'JD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN.G"DIA. PVC 5DR 35 PIPE. Design Development 03-14-2022 r 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK.WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04 1 I-2022 CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." Revised per Owner 04 21 2022 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. I 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING,OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner OG-16-2022 OPEN ) APPROVED SITE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION, Updated w/5eating Layout 07-20-2022 KITCHEN G. ALL EXISTING OR PROPOSED SUBSURFACE ELECTRIC,TELEPHONE OF,CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN Revised Seating Layout 08-1 1-2022 PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH. 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per SCDHS Food Control 09 12 2022 CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NYSDEC Plans RevSed per Owner 09-28-2022 REGISTERED OR PERMITTED CONSTRUCTION AND DEMOLITION(CAD)DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCRR PART 3G0, Lighting Plans Revised per Owner 10-14-2022 "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10 21 2022 8. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN v I APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 1 1-02-2022 z BATH I I 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 10.THIS 51TE PLAN IS BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Revew 3-15-2023 In � DW Reused and Resubmitted to Town 5-17-2023 ' • I DRAWING LIST Reused and Reissued G-26-2023 ° Reused and Reissued to Food Control 9-15-2023 C) I T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES Reused and Reissued 9-26-2023 b Q j = A-I EXISTING FIRST FLOOR PLAN 5002 STRUCTURAL NOTES Resubmitted to Town 10-26-2023 A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN Food Control Approved 1120 2023 ENTRY x A-2 PROPOSED FIRST FLOOR PLAN 5101 FIRST FLOOR FRAMING PLAN � I BATH BATH HALL I Reused and Reissued I I-2 I-2023 A-2.1 PROP05ED SECOND FLOOR PLAN 5102 SECOND*THIRD FLOOR FRAMING PLANS promo A 3 REFLECTED CEILING PLANS 5200 STRUCTURAL SECTIONS Reused and Reissued 12 6 2023 DINING I A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS Reused and Reissued I-29 2024 DOCK A-4.1 ELEVATIONS 5300 STRUCTURAL DETAILS fi IAR 0 Gr 20 A-5 SECTION 5301 STRUCTURAL DETAILS, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY o� 97'TRAVEL D15TANCE< 250' A-7 AIR SEAL DETAILS$BATHROOM PLANS f i�I�I�BOARD OFAPA ,LS UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. �o I UP A-9 ADA, INSPECTIONS,WINDOW SCHEDULE STATE EDUCATION LAW. FOYER A-10 WINDOW+f:DOOR DETAILS I A-10.1 WINDOW t DOOR DETAILS D-1 FIRST FLOOR DEMOLITION PLAN WOOD DECK ROOFED OVER PATIO I I D-2 SECOND FLOOR DEMOLITION PLAN Drawing Title I F X o I BAR m NOTES PER 2020 ECC NY5 Title, Pa�P, / E�1`655 Plan I I I - e SECTION 403.1 NOT LE55 THAN ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM R403.3.3 DUCT TESTING(MANDATORY) SCTM# 1000-10G.00-06.00-003.000 BUILDING No: i 'DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: SCDHS No.: C 2I 0373 I ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE SYSTEM, INCLUDING THE JM2 No: 2022-OG42 MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 7573 DN I POSTCONSTRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G.(25 PA)ACROSS THE ENTIRE SYSTEM, ZBA No: DATE: 3l612024 JLOENTRY " � � w - � o INCLUDING THE MANUFACTURERS AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. R403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL t SIGNATURE: DESIGNED BY: TF HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403,5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM SHALL BE READILY ACCESSIBLE. �ED C R403.6 MECHANICAL VENTILATION(MANDATOR)) `g �� q tij� SCALE: As indicated RAM, RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DN DN ► SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. 2� �� F� �� DWG No: Vill OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. DN R404.I LIGHTING EQUIPMENT(MANDATORY) * d NOT LESS THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. FIr5t Floor- Eqress 2 � R403.3.2 SEALING(MANDATORY) �). DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE ��� 3g45 �' 3/ 16�i = 11-oi� �- 1 OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. F Nth Architect of Record: JM2 4RC { ITECT U R E P c JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti _____ _____ 8East92nd5t,Apt 3 �— -- _ _—_____—__--__—_ ------- — New York,NY10128 (917)535-3777 I Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingwlle,NY 11738 I (631)320-3305 Structural Engineer: E2 Engineers ® DEMOLISH ENTIRE EAST I 488 Montauk Ave t WING OF BUILDING I New London,CT 06320 I I (860)437-3259 O 6��T�` I MEP Engineer: �pR Emtec Consulting Engmeers DPC 3555 Veterans Memorial Hwy,Suite M Z®N"'txGv IRonkonkoma,NY 11779 I `\ // I (63 I)356-2176� � �� EXISTING WALL II / II TO BE REMOVED Surveyor: m Nathan Taft Corwin III 71 / II I 155G Main Road, Jamesport,NY 11947 --7 r------- ------- - - - - - --L—— -- -- (631)727 2090 L J I ( L J Project Name I II `\ II I � I it I IIIII -� EXISTING I ' 5775 W Mill Rd BATHROOMS FIXTURES E BE I' I ( Project Address // --- - ------ -,� I ( REMOVED I I I ( J 5775 WMill Rd, I I ____J L �I \� EXISTING MECHANICAL ❑� �� FY15TING WALL Li � —————— I � ( ROOMS TO BE REMOVED Mattituck NY 11952 TO BE REMOVED I Project Type Lift Renovation �I I� NOTE: DEMOLITION WORK TO BE I ( \ U DONE IN CL05E COORDINATION �—— Revisions REFER TO WITH BUILDING LIFT Design Development 03-14-2022 COMPLETELY DEMOLISHED+f:LAWFULLY I I NORTH WING OF BUILDING TO BE - STRUCTURAL PLANS ———� Rewsed per Owner 04-I I-2022 DISPOSED OF Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 I \ I I Updated w/5eating Layout 07-20-2022 rl Revised Seating layout 08-1 1-2022 I Revised per 5CDH5 Food Control 09-12-2022 J FNA MAP Plans Revised per Owner 09-28-2022 J I I REVIEWED Lighting Plans Revised per Owner 10-14-2022 __ D BY Z BA Lighting Plans Revised per Owner 10-21-2022 J I DECISION# 7 J 73 Construction Documents 1 1-02-2022 � I r I I DATED: �3 Rewsed and Resubmitted to Town 2-15-2023 ❑3 H I I Issued to Owner for Rewew 3-15-2023 L I I Rewsed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 / I EXISTING FOYER EXISTING FIREPLACE CHIMNEY I ICI Rewsed and Reissued to Food Control 9-15-2023 / II TO BE REMOVED TO BE REMOVED Rewsed and Reissued 9 26 2023 / II Resubmitted to Town 10-26-2023 Z———— Food Control Approved 1 1-20-2023 Rewsed and Reissued 1 1-21-2023 Rewsed and Reissued 12-6-2023 2 I I I I \ I r —J Rewsed and Reissued 1-29-2024 A-2.0 J L — — _ _ _ _ _ J L__ — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY II UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A \ II \ II VIOLATION OF SECTION 7209 5UD-DIV15ION 2 OF THE N.Y. II II STATE EDUCATION LAW. Drawing Title Demolition- f ir5t F loor First Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 1411 — 1 1-011 D I 5CDh5 No.: C-21-0373 JM2 No: 2022-OG42 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 3/G/2024 SEAL t SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUT5 AND �(��� G, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �c� L� q h'j� SCALE: 114"= 1'-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREM15E5 IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF '► DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING. ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR (P 3945 Q� NEW FLOOR FINISHES. �� = 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. D1 10. ALL EXISTING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR 5PECIFICATION5. Architect of Record: Jm' 2�� RIC ITECTUREpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T 1631.320.3305 IF 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 _______ ___ _ _ ___ ___ _ _ _ ___ New York,NY10125 �r— ------I r---- _ �--- --� _ ----,� (917)535 3777 I I Architect of Record: I I JM2 Architecture,PC I I 2410 North Ocean Ave.Suite 300 I I II II I Farmingvdle,NY 11735 1 DEMOLISH EVTIRE EAST I I I ( (631)320-3305 4 1 1 WING OF BUILDING I I Structural Engineer: I ' A-8 I I ( I I E2 Engineers j uu 455 Montauk Ave I I I I� I I I I f h1 New London,CT 06320 III III \ I I I I I III (860)437-3259 MEP Engineer: — �JJ rr EmtecConsultorg En meer g sDPc r , I III I11 I 7 \ I 3555 Veterans Memorial Hwy,Suite M 6 i I I ___ Ronkonkoma,NY 11779 I I L — — �/ (631)35G-2176 y�' i Surveyor:Nathan Taft �� L— I I 1586 Man Road Corwin III Ifi r—�1 � I T Jamesport,NY 11947 — — — — — — I— (63 I)727 2090 ———r F-1 I— Fr r I14- \\ � I 11 REMOVE I I I ° l) I Project Name it CASEWORK REMOVE EXISTING L L L L KITCHENETTE I I I I 11 BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE I (I l JI TO BE REMOVED 1 I I —I— J L\\ Project Address \ 5775 W Mill Rd, \� 1 --------- ' Mattituck NY 11952 952 ---------- ----- ---------------� IIII ProJect Type III n III 1 1 I I Lift Renovation II ReVlslons Design Development 03-14-2022 / I Rewsed per Owner 04 I 1-2022 Rewsed per Owner 04-21-2022 1 Ill / Kitchen rwsed per Owner 06-16-2022 —J I�� _ Updated w/5eatng Layout 07-20-2022 Revised 5eatng Layout 08-1 1-2022 III Revised per 5CDH5 Food Control 09-12-2022 III ALL EXISTING WINDOWS TO 1 1 Plans Rewsed per Owner 09-28-2022 BE REMOVED FOR REPLACEMENT Lighting Plans Rewsed per Owner 10-14-2022 EJLighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Rewew 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 I� EXISTING FIREPLACE t III Rewsed and Reissued 6-26-2023 CHIMNEY TO BE REMOVED FINAL MAP i REVIEWED BY Z BA Rewsed and Reissued to Food Control 9-15-2023 DECISION# 73 Rewsed and Reissued 9-26-2023 / I L Resubmitted to Town I 0-26-2023 DATED: L2hC c3 7 a Food Control Approved 1 1-20-2023 — — I — Rewsed and Reissued 1 1-21-2023 ��—— — — Rewsed and Reissued 12-6-2023 _JJ Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- Second Floor Second Floor - Demo I 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /�II _ I I—OII D-2 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION NOTE 5 ZBA No: 7573 DATE: 3/6/2024 SEAL SIGNATURE: DESIGNED BY: TF I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUT5 ��RED AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �cj L� �j� SCALE: 114"= I'0" 4. CONTRACTOR SHALL REMOVE ALL EX15TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF -a DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. * I G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. w 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR 394'5 NEW FLOOR FINISHES. of J�1E��©� 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10. ALL EXISTING DOOR KNOBS AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: 4RC Jm' 2��ITECTU REpc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FI G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd St,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11735 (G31)320-3305 Structural Engineer: KITCHEN E2 Engineers � � 488 Montauk Ave �_s New London,CT OG320 Qc (8GO)437-3259 t MEP Engineer: , Emtec Consulting Engineers DPC �' 3555 Veterans Memorial Hwy,Suite M �� Ronkonkoma,NY 11779 (G31)35G-217G Surveyor: Nathan Taft Corwin III 158G Main Road, Jamesport,NY 11947 0 0 (G31)727-2090 UP Project Name Li BATH BATH 5775 W Mill Rd MECH. Project Address 5775 W Mill Rd, P Mattituck, NY 11952 Project Type MECH. Lift Renovation RCV151on5 Design Development 03-14-2022 DINING AREA BAR Revised per Owner 04-1 1-2022 ❑ Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w5eating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 Revised per SCDHS Food Control 09-12-2022 Plans Rewsed per Owner 09-28-2022 Lighting Plans Rewsed per Owner 10-14-2022 Lighting Plans Rewsed per Owner I 0-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 Rewsed and Reissued G-2G-2023 Rewsed and Reissued to Food Control 9-15-2023 _= Rewsed and Reissued 9-2G-2023 r Resubmitted to Town 10-2G-2023 r R E l A 1 E D !'�Y Z B/� Food Control Approved 1 1-20-2023 V L..r� G� I /'1 CL. FOYER Rewsed and Reissued 1 1-21-2023 C I I O N# Rewsed and Reissued 12-G-2023 DATE,D« P.aim) c o< Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln First Floor Plan SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 first floor - Exlstlng I ZBA No: 7573 DATE: 31612024 I /4ii —oii A- I .o SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM SCALE: I/4"= I'ON DWG No: (p�9��, 3945 A= 1 F NEB 10 Architect of Record: Jm' 2�� RC ITEGTUREPc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 PARMINGVILLE, NY, 1 1738 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM Parmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave ot New London,CT 06320 V0, (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M � Ronkonkoma,NY 11770 CL. CL. (63 I)356-2176 CL. 5 u rveyor: Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11047 (631)727-2050 n DN Project Name HALL BATH i 5775 WMill Rd Project Address 5775 W Mill Rd, UP Mattituck, NY 11952 Project Type Lift Renovation Revisions CL. Design Development 03-14-2022 Revised per Owner 04-1 1-2022 ReVlsed per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/Seating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 BEDROOM BEDROOM Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rev15ed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 CL. NAL MAP Revised and Reissued 9-26-2023 "" '?B A Resubmitted to Town I 0-26-2023 RENIE W. - D�—r BY L A food Control Approved 1 1-20-2023 D E C I S I O N T57"3 Revised and Reissued 1 1-21-2023 DATED.- 3 L I a Revised and Reissued 12-6-2023 Rewsed and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln Second Floor Second Floor - Existln I Plan 114 = I i_oii A— I I SCTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 3/6/2024 SEAL it SIGNATURE: DESIGNED BY: TP CHECKED BY: JM SCALE: 114"= I'-0" DWG No: 394'6 F NEB ■ 26'-7 I/2" 12'-2 I/4" 3 I'-10 1/2" Architect of Record: 6'-6" 9'-9" .0 9'-1 112" G'-G" LED STR P LIGHT JM2 AAX4040-2 AAX4040-2 AAX4040-2 97"x 48" COUNTER, 9 "x 45" 97"x 45" RC ITECTUREPic i WALL MOUNTED SCONCE LIGHTING 42.75"HEIGHT i ----- AS SELECTED BY OWNER,72"HEIG T JM2 ARCHITECTURE,PC (TYP.ALL FIRST FLOOR) OPEN i i 2410 NORTH OCEAN AVENUE KITCHEN i SUITE 300 (SEE A-6) 4 � i FARMINGVILLE, NY, 11738 T 631.320.3305 Fl 631.320.3307 x i A-8 i N ; Applicant: z m Anthony Martignetti PICTURE LIGHTS 8 East 92nd St,Apt 3 _ — - — — - - New York,NY 10125 - z ----- (917)535-3777 KITCHEN �G� p ZD x 103 Architect of Record: MASTER LIGHTING I m I MOP SINK t MOP JM2 Architecture,PC MAR CONTROLS HOOK W/SIDE 2410 North Ocean Ave.Suite 300 F Rp4 BATH I-4 3/4 10'-3 1/4 Rp Q 105 o 10 F SPLASH GUARD Farmingville,NY 11738 ZONI���OP (63 I)320 3305 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL t o / AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER m, SERVICE STATION, Structural Engineer: PICTURE LIGHT I O I STORAGE BELOW BOAT BOAT BOAT a E2 Montauk CHARGER CHARGER CHARGER _ 488 Montauk Ave n, o _ _ New London,CT 06320 WALL MOUNT BRACKETS ' 3 _ i (860)437 3259 A7 0 FOR CONDENSER UNITS , , MEP Engineer: BATH O I Emtec Consultmg Engmeers DPC (2)2 GANG WEATHERPROOF � ° 3555 Veterans Memorial H Suite M ELECTRICAL BOX o DINING I 1 IOC _ I "�' rT o t N Ronkonkoma,NY 11775 5, o _ I O I r 3/4" 7 " (631)356-217G g10 7 9 11211 9 I 0 4 3/4 3 7 6 (3)2 GANG WEATHERPROOF AFD0506I0 0 �, t Surveyor: �}�Z PICTURE LIGH I � o I SODA SYSTEM i N Nathan Taft Corwin III 1 ELECTRICAL BOX °' " t °' 1586 Main Road, DOCK �o Zv m "� _ A-5 N t n, t Jamesport,NY 11947 - — - — - — `r - - - - - - MAST LIGHTING t (631)727-2090 — ER L G ING t CONTROLS SERVER t ST IR PICTURE LIGHT ROPE —►I ST o LED STRIP Project Name � LIGHTING I 7 v ROOFED OVER PATIO � 5775 W Mill Rd WOOD DECK 30"x 50" TOP OF DECK AFD050G 10 3 O" AFD02GG 10 15/5"TYPE X 5HEETRCK BOTH ELEVATION +7.5' 1 A 8 3 /��' SID S(UOL 30 ) Project Address � 2 N / LED STRIP LIGHTING o 5 775 W Mill Rd, _-BENEATH BAR o x m Mattituck, NY 1 1952 i i X o O I // r---- r— � N Q m o TABLE SEATINGEl t m CO (22 SEATS) i BAR(16 SEATS) o �, (5EE A 5)�` t t Project Type `9 FIRST FLOOR N �. i t AFD050G I 0 ELEVATION +10.0' t Lift Renovation n � O DN °LA RCV15ion5 cn — (2)2 GANG WEATHERPROOF Design Development 03-14-2022 ELECTRICAL BOX LED STRIP LIGH ING Revised per Owner 04-1 1-2022 0 BENEATH BAR DN ENTRY � o (BOTH SIDES) Revised per Owner 04-21-2022 BAR Kitchen revised per Owner 06-16-2022 I O2 Updated w/5eatmg Layout 07-20-2022 o rh AFD050G I O H05T o"' WOOD BURNING Revised Seating Layout 08-1 1-2022 FIREPLACE 30"x 54" 30"x 54" ~ "' ReVlsed per 5CDH5 Food Control 09-12-2022 30"x 54" Plans Revised per Owner 09-28-2022 Lightmg Plans Revised per Owner 10-14-2022 CLDH2646 CLDH2646 TCLDH2646 INTEGRATED LIGHTING G'-0 1/2" 8'-0 1/2" 8'-0 1/2" 0-4 1/2" L NEW CABLE RAILINGS W/WOOD Lightmg Plans Revised per Owner 10-21-2022 AT RAILING CORNER 2 DN TOP RAIL t INTEGRATED LIGHTING Construction Documents 1 1-02-2022 A-2.0 AS SELECTED BY OWNER Revised and Resubmitted to Town 2-15-2023 O DN RAMP SLOPE I:12 UP Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 5'-8 I/4° 29'0° 6'0" NEW CABLE RAILINGS W/WOOD TOP RAIL t Revised and Reissued 6-26-2023 INTEGRATED LIGHTING AS SELECTED BY OWNER. RAMP CONCRETE PAD Revised and Reissued to Food Control 9-15-2023 first Floor I PROVIDE LIGHTING BENEATH STAIR N051NG Revised and Reissued 9-26-2023 r � u _ I- n -2�.OIlk 38'9 3/4° � MAP Resubmitted to Town 10-26-2023 I /q — I O28-6 Food Control Approved 1 1-20 2023 y ZBA �q,� �t�t Revised and Reissued I I-2 I-2023 Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. NEW CABLE RAILINGS W/WOOD TOP RAIL� STATE EDUCATION LAW. INTEGRATED LIGHTING AS SELECTED BY OWNER -- - Drawmg Title -, Pro 05e ir5t Floor OFirstOFloor1 - 11 122migmal MIN — PARTITION SCHEDULE Plan ' SYMBOL MARK DESCRIPTION' SCTM# 1000-106.00-06.00-003.000 BUILDING No: SEE STRUCTURAL PLANS 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 FOR DECK A55EMDLY PT 2x 10 BOARDS FASTENED TO 6"6 PT WOOD POSTS =T;,-T;_=^- EXISTING TO BE REMOVED T.O. Open Deck — — -2� C° — — — — — — PT 2x 10 FRAMING — — — — — - - R No: W/DECKING BOARDS ON TOP— 7573 DATE: 3/612024 a• � - ZBA APPROXIMATE GRAD INTERIOR- EXISTING TO REMAIN c r (- - EXTERIOR- EXISTING PARTITION, 2"x 4" @ SEAL t SIGNATURE I ( I III ( ( (—�--) I ICI I I I III—III III I I ( III I I I I I III—III I I DESIGNED BY: TF 16"O,C.,SISTER AS NECESSARY TO Gx6 PT WOOD POSTS ON 12"DIA.x 3'DEEP POURED CONCRETE— I I I I_I ( ) I I 12'DIA.x 3G"DEEP POURED;) — REPAIR ROTTED STUDS. NEW -12" I I I I I III i III I 1 I ( ( ( III III III 111 I I(—)I _ I I---I ( I—BOARD SHALL BE BOLTED TO 2 THICK CONCRETE-I I III- 3 / R 5 CHECKED BY: JM --50NOTUBE FOOTINGS,TYPICAL FOR ALL COLUMNS-- SIMPSON COLUMN BASE MODEL#CB66 FOR' _CONCRETE 50NOTUD FOOTING= PAD W/ I/2"THREADED ROD @ 12"O.0 IF INSUL(R-15)* I"EPS �Ep III III III I I I I —EVERY POST AND FOOTING( � �I I I III Ili III III III III III—�I I h-. I I III III III III III III I I , " , . . , . " , . I III III III III III III III III i �� indicated I III III III—III I I M I 1=1 I 1=1 I I I I I III i —III I I 1=1 I 1=1 I M I 1=1 I 1=1 1M 1=1 11I = MCONTINUOUS INSULATION (R-3.85) �,5 � ,,,. SCALE: As nd�ated III I I I II III III III III—III III III III III III III III IIIII III III III III- PROPOSED PARTITION, 2"x 4" I G" o� �� III III 1 I I 1 I 1=1 I I 1 I I I I I I I I I II 1 I I 1 I I i I I I I I I I I 1 I I 1 I I 1 I I 1 I I 1 I I I I I 1 I I 1 I I 1 I I 1 I I 1 I1=1I1=1O DWG No: _— _ _ II I I 1 I I II IIIII IlIII III III I O.C., SISTER AS NECESSARY TO REPAIR M I I_=I I1=1 II—II1=1 11 III 111 111 III Il1=1 l M I M IM II II1=1 I1=1 II III III III III III I l fi fi l III III 11 1=1 I 1=1 II III—III III III III I III III I ROTTED STUDS. # 1 ff ff tt ff !! ff `` !! !! II II III III III III III III III- ( � � EXTERIOR-3-1/2"R.15FIBERGLIN5UL RAMP SECTION 2 (R-15)$ I"EPS CONTINUOUS �',s D 3945 INSULATION (R-3.85) F II — II— li BATHROOM5- WATER F NE�� _ • II2 GYPSUM BOARD SONDPROOF W/SAFB CONSTRUCTION NOTE5 SECTION R501 EX15TING BUILDINGS Architect of Record: A.GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS,METHODS,SEQUENCES,OR PROCEDURES,OR FOR R501,1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF THI5 CHAPTER SHALL CONTROL THE ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. JM2 AGAINST DAMAGE,BREAKAGE,DISTORTION,COLLAPSE OR MISALIGNMENT. //14 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NYS BUILDING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R50I.I.I ADDITIONS,ALTERATIONS,OR REPAIRS:GENERALI T E C T U R E .P 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY DISCREPANCIES TO THE ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION R502, R503 OR R504. UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R50 I.2 EXISTING BUILDINGS JM2 ARCHITECTURE,PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN THI5 CHAPTER,THI5 CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G, THE ELECTRICAL CONTRACTOR SHALL LOCATE AND D15CONNECT AT THE SERVCE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION. AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF THI5 CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 11738 R501.3 MAINTENANCE T 1631.320.3305 IF 631.320.3307 B. 5TRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p51 Fb. SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES.THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BA5I5 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS,RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS. CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES. Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x G"WOOD STUDS @ 16"o.c.UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 INYI K501.4 COMPLIANCE New York,NY 10125 BUILDING COMPONENT SPECIFICATION L15T ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF,EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (517)535-3777 ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN THI5 CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE, BUILDING ROOF ASSEMBLY CODE OF NEW YORK STATE,EXISTING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE, FUEL GAS CODE OF NEW YORK STATE,MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE,BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE,PLUMBING CODE OF NEW YORK STATE,PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmingville,NY 11738 ASPHALT ROOF SHINGLE: AS PER THE 2020 NY5 BUILDING CODE,ASPHALT 5HINGLE5 SHALL HAVE 5ELF-5EAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT 5HINGLE5 EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (631)320-3305 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NABS,MINIMUM 12 GA.SHANK WITH A MIN.3/5"DIA. HEAD.ASPHALT SHINGLES SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE, CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF 51MILAR OCCUPANCY, PURPOSE AND LOCATION. 5tructura I Engineer: ' E2 Engineers 6 UNDERLAYMENT:AS PER THE 2020 NY5 BUILDNIG CODE,UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION,PARALLEL TO SECTION R503 ALTERATIONS 458 Montauk Ave pFA� STARTINGAND New LodoT MOD FIED B1TUMENN SHEET IN L EUNO 30#FELT AND TEXTENND FROM THE LLOWE T EDGES OF ALL ROOF SUR ACEBSETO A POINT ATOLEASTR224 INCHES N51DE TH1E EXTEERIOREWALL LINE. ALTERATIONS TOL LANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)4n37n,32 O9 320 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE IS NOT LE55 CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engineers DPC �. VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THI5 CODE A5 THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THI5 CODE. ALTERATIONS SHALL NOT Ronkonkoma,NY 11779 CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION.ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST,FLOOR R503.I.I THROUGH R503.2. Surveyor: JOISTS,BRACING AND PLYWOOD SUB-FLOORING, Nathan Taft Corwin III (NY R503.1.1 BUILDING ENVELOPE 1586 Main Road, 3 I' I 0 I l2° BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR R402.1.4,SECTIONS R402.2.1 THROUGH R402.2,13, Jamesport,NY 11947 614" 9'-9" 1 1/2" 6'-6" R402.3.1,R402.3.2, R402.4.3 AND R402.4.5. (63 0 727-2090 30'-1 1" EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: Project Name 30"x 54" 30"x 54" 30"x 54" EXISTING EILIN ,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5775 W Mill I 7\� TCLDH2646 TCLDH2646 TCLDH2646 SECTION R504 REPAIRS R504.1 GENERAL BUILDINGS,5TRUCTURE5 AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION R501.3 AND THI5 SECTION.WORK ON NONDAMAGED COMPONENTS Project Address NECE55ARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 5775 W Mill Rd' FOR ALTERATIONS IN THIS CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN THIS SECTION. RECREATION ROOM , Mattltuck, NY 11952 N �`r—, Project Type N O O Lift Renovation r KITCHENETTE O 19 .L 505CHE 5HEM63W55N 24" a 30"ELECTRIC RANGE Revisions Des1gn Development 03-14-2022 W DISHWASHER Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 WATERPROOF ENTIRE FLOOR I' REF DW J Kitchen revised per Owner 06-16-2022 UP WALLS W/BONDTAC 1500 PR03650G ® TCLDH264 6 Updated wlSeating Layout 07-20-2022 Revised Seating Layout 08-1 1-2022 WATERPROOF ENTIRE FLOOR 36"x 80" 30"x 54° Revised per 5CDH5 Food Control 09-12-2022 t SHOWER FULL HEIGHT Wl BONDTAC 1500 4'-0" 3'0' S'" DN 17 RISERS a, Flans Rewsed per Owner 09-28-2022 STAIR m 5/8 TYPE X 5HEETROCK 0 PROPOSED BTH-300 CYCLONE LIQUID Lighting Plans Revised per Owner 10 14 2022 BOTH SIDES(UL 305) Lighting Plans Revised per Owner 10-21-2022 FIXTURES FINISHES A5 v PROPANE HOT WATER HEATER BY AO SELECTED BY OWNER BATHROOM o HALL SMITH,FOR RESTAURANT,SECOND FLOOR Construction Documents 1 1-02-2022 QD HALF BATH o OFFICES,AND EMPLOYEE KITCHENETTE _ 36"x 50" (2)STACKED WASHER/ Revised and Resubmitted to Town 2-15-2023 x DRYER COMBO o o m d Issued to Owner for Review 3-15-2023 1 m 1 HWH REVlsed and Resubmitted to Town 5-17-2023 o LAUNDRY/STORAGE _ A-5 m UP CO A 5 Re�nsed and Reissued 6-26-2023 rJOP X Revised and Reissued to Food Control 9-15-2023 30"x 80 NK WATERPROOF ENTIRE Revised and Reissued 9-26-2023 = FLOOR I'UP WALLS WI ATTIC Resubmitted to Town I 0 26 2023 BONDTAC 1500 -—�-�M �w, m I � A L MAP Food Control Approved 1120 2023 X o ® LU z S z B T Z Bf'1 Revised and Re sued 112 12023 ROOFED OVER BEDROOM 0 o = o W Revsed and Reissued 12-6-2023 m v FIXTURES FINISHES A5 Revsed and Re sued 129 2024 PATIO BELOW o WALL SCONCES SELECTED BY OWNER o D E C rI�y� O N _7 5 w 5 3.0 = BATHROOM O DA t x ti AAX2426 ° r � � � THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS STORAGE SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 28"x 30" VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 24"x 80' SHELVES WATERPROOF ENTIRE DN STATE EDUCATION LAW. N o FLOOR t SHOWER FULL - HEIGHT W1 BONDTAG I OPEN ATTIC. REMOVE ALL g 30"x 80" 30"x 80° � EXISTING NON-LOAD BEARING Drawin Title x C PrOP05l0d- Second Floor O cv "o o PARTITION WALLS BEDROOM BEDROOM N P l an o in = m o SCTM# 1000 106.00 06.00 003.000 BUILDING No: �o N `X o 5ATHR00 SCDHS No.: C 21 0373 JM2 No: 2022-0642 0 O N_ x O � ZBA No: 7573 DATE: 316I2024 5'-5" I 1'-9" '— SEAL t SIGNATURE: DESIGNED BY: TF 30"x 80" TCLDH2646 TCLDH264 TCLDH2646 30"x54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" z p C TCLDH2646 1.E Ay� SCALE: 114"= I'-0" 8'-2 1/4" 8' 2" 6'-3" Q .1 DWG No: Second floor 1 Attic 2 (P�-�,, a 394� Q� fi 11411 = 11-011 A-2. I 11411 = 11—Oil A-2. I F NEB LEGEND CEILING N0TE5 ELECTRICAL NOTES Architect of Record: Q PENDANT LIGHT AS SELECTED BY OWNER REFER TO MEP PLANS FOR EGRESS LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: e 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM t FOOD PZEP AREAS TO BE WATERPROOF.GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. G 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK IS NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION. ® RECESSED DOWNLIGHT EXTERIOR GRADE 1.r REFER TO MEP PLANS FOR EGRESS LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINATICN DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND R I T E C T lJ R E P c G. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 7.CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES AS MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. 0 8" 15 WATT LED DIMMABLE ROUND RECE55E5 DTIA OR HT MODEL EQUAL 15L 40k [] REFER TO MEP PLANS FOR EXHAUST FANS STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT,EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN W/TRIM S DU(T N PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 8. EXISTING CEILING SYSTEMS TO BE REMOVED AND DISCARDED. LIMITED LENGTHS FOR CONNECTION EXPOSED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION. JM2 ARCHITECTURE, PC 9.ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT SYSTEMS SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. 2410 NORTH OCEAN AVENUE R REFER TO MEP PLANS FOR SUPPLY DIFFUSERS SUITE 300 O5 NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER ® 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED FARMINGVILLE, NY, 11738 NYS 2018 UNIFORM CODE SUPPLEMENT,SECTION 507.2.1.3 THROUGHOUT THE SYSTEM U51NG BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES,AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T 1631.320.3305 FI 631.320.3307 L� REFER TO MEP PLANS FOR RETURN DIFFUSERS 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I.CABLE, CO NEW CO DETECTOR BY MIRCOM,MODEL#C0I 224TR/M501 M. 9.PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND 51ZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED OTHERWISE. 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,51ZED AS PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS. BOXES AND TROUGH SHALL BE Anthony Martignetti SHEET STEEL,EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 8 East 92nd 5t,Apt 3 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXPANSION JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10125 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS,SUPPORTS,PLASTER FRAMES,ETC., NECESSARY FOR AN INSTALLATION IN OR ON THE (917)535-3777 MATERIAL FINISHES PROVIDED. PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLASTS WITH HIGH POWER FACTOR. Architect of Record: 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION.ALL DISCONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION.SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. UNIT RT-I SHALL SHUT DOWN UPON Farmingville,NY 11738 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (631)320-3305 42 Structural Engineer: e, E2 Engmeers 485 Montauk Ave New London,CT 06320 sO (860)437-3259 �d�P MEP Engineer: 1,o0 Eni Consultmg Engmeers DFC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 (631)356-2176 Surveyor: COUNTER BELOW Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 (631)727-2090 i 0 i Project Name 5775 W Mill Rd (2)LAYERS TYPE X 5HEETR0CK i Q (UL RC 2601) Project Address G 5775 W Mill Rd, ° Mattituck7 NY 11952 L_—J Project Type o 0 Lift Renovation 0 ReVl51ons Design Development 03-14-2022 Revised per Owner 04-1 1-2022 LJ Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT RECESSED vtchen revised per Owner 06 16 2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT (2) Updated w/Seatmg Layout 07-20-2022 LIGHTING AT BATHROOMS O CO Revised Seating Layout 08-1 1-2022 Revised per SCDHS Food Control 09 12 2022 Plans ReVlsed per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 LIGHTING 00 �— LINE OF HEAVY TIMBER CONSTRUCTION Lighting Plans Revised per Owner 10 2 12022 Construction Documents 1 1-02-2022 Issued to Owner for Review 3-15-2023 13 El ❑ Revised and Resubmitted to Town 2-15-2023 Revised and Resubmitted to Town 5-17-2023 48"INFRARED HEATERS 7' I I"CEILING HEIGHT MOUNTED TO UNDERSIDE T-3"CEILING HEIGHT AT EXISTING BEAMS O Revised and Reissued 6 26 2023 OF CANOPY(TYP.x4) —'— Rewsed and Reissued to Food Control 9-15-2023 �— Rewsed and Reissued 9-26-2023 Resubmitted to Town 10-26-2023 Food Control Approved 1 1-20-2023 CO Rewsed and Reissued 1 1-21-2023 0O EVI �� BY Z A (3)FANS Wl LIGHTING AT Rewsed and Reissued 12 6 2023 i i Revised and Reissued 1-29-2024 UNDERSIDE OF CANOPY(TYP.) IDEC NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL _ FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING I DATED a _ — _ S ARE AN INSTRUMENT OF SERVICE,AND AS — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C. ANY i SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN ""'"`' UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A DRYWALL. VIOLATION OF SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETROCK w \\ i EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS ® (UL RC-2601) \ i Drawing Title OEl 5 0 EXISTING TIMBER BEAMS ARE \\� MINIMUM 6"x10"AND MAINTAIN ��,\`__— BAR BELOW � � Reflected Cedln� �'IanSMINIMUM I HOURFIRE RATING _ _____ SCTM# 1000-106.00-06.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 BA N o: 757 3 DATE: 3/612024 Z SEAL t SIGNATURE: DESIGNED BY: TF CHECKED BY: JM SCALE: As indicated Flrst Floor- RCP 1 Second Floor- RCPA DWG No: 11411 = 11-011 A-3.0 1 /411 = 11-01139 F NEB 29' - 5° - - - - - --------- -- ---- - ------- - --- - - - - - - - --- - - - - -- -- ---- - - - Architect of Record: Jm' 2�� 4RC ITECTU R EP� ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE,PC RR(SEE STRUCTURAL PLANS) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11735 Attic _ I"XPS CONTINUOUS INSULATION(R-5) T 1631.320.3305 F1 631.320.3307 1/2°GYP.BD - - - Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd 5t,Apt 3 V-RUSTIC 51DING BY TRUEXTERIOR New York,NY 10125 - —"--" TYVEK (917)535-3777 PROP05ED CANOPY 15/32"CDX PLYWD OR 05D Architect of Record: EPDM FINISH WALL STUDS(SEE STRUCTURAL PLANS) 15/32"CDX PLYWD OR 05B 3-1/2'R 15 FIBERGL INSUL(R-15) JM2 Architecture,PC RR(PER STRUCTURAL PLANS) I"EPS CONTINUOUS INSULATION(R-3.85) 2410 North Ocean Ave.Suite 300 Second Floor STAINED BEADBOARD 1/2"GYP BD armor(R-.45) 9 vdle,NY 11738 — — — — — — — — — — — — — — — — — — — — — — — — — — (63 I)320-3305 5tructural Engineer: E2 Engmeers 455 Montauk Ave r New London,CT 06320 WOOD W SOLUM�MARINE VARN SH STRUCTURAL (860)437-3259 p 6 OF spy", / Eli MEP Engineer: Pao CONDENSER UNITS ON WALL MOUNT BRACKETS Emtec Consulting Engineers DPC71 �aG�� 0 3555 Veterans Memorial Hwy,Suite NEW CABLE RAILINGS W/WOOD Ronkonkoma,NY 11779 Y First Floor TOP RAIL t INTEGRATED LIGHTING - - (631)356-2176 AS SELECTED BY OWNER -- O' - ou -- -- --- - —- -- Surveyor: Nathan Taft Corwin III 1586 Mam Road, T.1 - 011 O. PIIeS - - - - - Jamesport,NY 11947 (631)727-2090 T.O. Open Deck -2' - Gil Project Name NEW PILES PER STRUCTURAL PLAINS5775 W Mill Rd Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation 2 1 /4ii = 1 i_oii A-4'0 Project Type 1 . Lift � Renovation A-5 Roo _ _ _ _ _ _ Revisions 25' - 5" Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/Seating Layout 07-20-2022 \ ROOF CONSTRUCTION: Revised Seating Layout 08-1 1-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Revised per SCDHS Food Control 09-12-2022 3/4"SHEATHING RR(SEE STRUCTURAL PLANS) - Plans Rewsed per Owner 09-28-2022 HURRICANE CLIPS @ EA. RR Lightmg Plans Rewsed per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lightmg Plans Rewsed per Owner 10-21-2022 2 F I"XP5 CONTINUOUS INSULATION(R-5) Construction Documents 1 1-02-2022 1/2"GYP. BD Rewsed and Resubmitted to Town 2-15-2023 Attic Issued to Owner for Review 3-15-2023 18' - 3" Revised and Resubmitted to Town 5-17-2023 Rewsed and Reissued 6-26-2023 EXTERIOR WALL CONSTRUCTION: Rewsed and RCMUed to Food Control 9-15-2023 V-RUSTIC 51DING BYTRUEXTERIOR ------ Rewsed and Reissued 9-26-2023 TYVEK - - '" 15/32"CDX PLYWD OR 055 ^1: - MAP Resubmitted to Town 10-26-2023 WALL STUDS(SEE STRUCTURAL PLANS) By 7.BA Food Control Approved 1120 2023 3 I/2"R15 FIBERGL INSUL(R-15) VI r`7573 Rew Reissued sed and 1121 2023 r I"EPS CONTINUOUS INSULATION(R-3.85) Revised and Reissued 12-6-2023 1/2"GYP BD(R-.45) + Rewsed and RelssUed 1-29-2024 Second Floor THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS g __ g° ----- - - - "- CONCEALED FLASHING - - - - SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A PROPOSED CANOPY EPDM FINISH VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. -- ----- — -- — - 15/32"CDX PLYWD OR OSB STATE EDUCATION LAW. 2 RR(PER STRUCTURAL PLANS) a STAINED BEADBOARD A-2.0 WOOD COLUMNS PER STRUCTURAL PLAN Drawing Title W/STAIN�MARINE VARNISH 0 0 ; NEW CABLE RAILINGS W/WOOD TOP RAIL t First Floor -- INTEGRATED LIGHTING AS SELECTED BY OWNER Eievation5 �' - �" FLOOR CONSTRUCTION: T.O. Piles_ _ _ m F „w R FJ(SEE STRUCTURAL PLANS) SCTM# 1000-106.00-06.00-003.000 BUILDING No: - - 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5)-- - CONT.ASPHALT COATED COPPER TERMITE SHIELD SCDHS No.: C-21-0373 JM2 No: 2022-0642 T.O. Open Dec ZBA No: 7573 DATE: 3/6/2024 -2' - Gil SEAL t SIGNATURE: DESIGNED BY: TF CHECKED BY: JM NEW PILES PER STRUCTURAL PLANS �'� SD C 114" �L q h+j� SCALE: = I'-0" �1P �..�1 DWG No: North Elevation I 11411 _ 1 i_oii A-4.0 ��q�F 0 3945 yb��- =41 Architect of Record: 4RC � ITECTUREpc R of o 51 TONrR STRUCTURE BEYOND JM2 ARCHITECTURE,PC - - EXISTING ROOF STRICTURE 4 PITCH TO REMAIN 2410 NORTH OCEAN AVENUE MR SUITE 300 1001, FARMINGVILLE, NY, 11738 110, T 1631.320.3305 IF 631.320.3307 30")40 SKYLIGHT(VELUX-M06) Applicant: Anthony Martignetti _ 8 East 92nd St,Apt 3 Attic _ _- --_ — _ _ _ New York,NY 10125 CONCEALED FLASHING (917)535 3777 I Architect of Record: EXTERIOR WALL CONSTRUCTION: R=CONSTRUCTION: JM2 Architecture,PC V-RUSTIC 51DING BY TRUEXTERIOR PROPOSED ASPHALT SHINGLE W/CONT. RIDGE VENT 2410 North Ocean Ave.Suite 300 09 TYVEK 3/4"SHEATHING Farmmgwlle,NY 11738 T' 15/32"CDX PLYWD OR 055 RR(SEE STRUCTURAL PLANS) (631)320-3305 RR Co WALL STUDS(SEE STRUCTURAL PLANS) HURRICANE CLIPS @ EA. O p��' 3 I/2"R15 FIBERGL INSUL(R-15) G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Structural Engineer: �P� oFPQ I"EFS CONTINUOUS INSULATION(R-3.85) _____._______ 112"FSYPOBDTINUOUS INSULATION(R 5) E2 Engineers �1301 PROPOSED CANOPY N� I/2"GYP BD(R-.45) N88 ew London,kCT 06320 Second FIOOr — _ _ _ — — _ — _EPDM FINISH — _ _ — — — 9' _ 8 15/32"CDX PLYWD OR OSB (860)437-3259 n RR(PER STRUCTURAL PLANS) / I STAINED BEADBOARD MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 (63 I)356-2176 WOOD COLUMNS PER STRUCTURAL PLAN W/STAIN t MARINE VARNISH Surveyor: Ll I I Nathan Taft Corwin III -- ------ ----- — - NEW CABLE RAILINGS W/WOOD 1586 Main Road, FIrSt FIDOr OF RAIL t INTEGRATED LIGHTING Jamesport,NY 11947 AS SELECTED BY OWNER (631)727-2090 O' - OII an Project Name T.O. Plies 5775 W Mill Rd T.O. Open Deck. MMM -2' - Gil Project Addressj NEW PILES PER Pro STRUCTURAL PLANS 5775 W Mill Rd, I L Mattituck, NY 11952 East Elevation I Project Type 11411 = 1 1 011 A15 Lift Renovation RBV15 on5 Roof Design Development 03-14-2022 29' - 511 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 ROOF CONSTRUCTION: Kitchen revised per Owner 06-16-2022 EXI5TING ASPHALT SHINGLE W/CONT. RIDGE VENT Updated w/Seating Layout 07-20-2022 3/4"SHEATHING Revised Seating Layout 08-1 1-2022 RR(SEE STRUCTURAL PLAN5) Revised per 5CDH5 Food Control 09-12-2022 / HURRICANE CLIP5 @ EA. RR Plans Reused per Owner 09-28-2022 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) I"XPS CONTINUOUS INSULATION(R-5) Lighting Plans Revised per Owner 10-14-2022 1/2"GYP.BD Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Rewew 3-15-2023 Attic Revised and Resubmitted to Town 5-17-2023 — — — — — — — — — — — — — — — — — — — — — — — Rev15ed and Reissued 6-26-2023 18' 3' 17'-0" Revised and RC155Ued to Food Control 9-15-2023 Revised and Reissued 9-26-2023 EXTERIOR WALL CONSTRUCTION: Resubmitted to Town I 0 26 2023 V-RUSTIC SIDING BY TRUEXTERIOR Food Control Approved 1 1-20-2023 di fflTYVEK k.��'� � ��P Reused and Reissued I I- I-2023 ttll 15/32"CDX PLYWD OR 05B ` MED TZBA Revised and Reissued 12-6-2023 WALL STUDS(SEE STRUCTURAL PLANS) 5 � Revised and Reissued 1-29-2024 1- 3-I/2"R15FIBERGLIN5UL(R-15) C IS� ,.�..��3F 1" CONTINUOUS INSULATION(R 3.85) _ - THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 I/2"GYP BD(R.45)Second Floor SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY — _ — — — — _ _ — _ — — __ _ — — — — UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. 2 Drawing Title CONDENSER UNITS ON PROPOSED ENTRY STAIR WALL MOUNT BPACK95 E16Vatl0n5 Flr5t Floor --- 0' - O" FLOOR CONSTRUCTION: 5CTM# 1000 106.00 06.00 003.000 BUILDING No: — —3/4:PLYWD 5U5FLOOR — — — T.O. PIIe5 _ — _ _ _ _ — — — — — _FJ(SEE STRUCTURAL PLANS) _ 5CDH5 No,: C-21-0373 JM2 No: 2022-0642 p - 0 4.5"CL05ED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD ZBA No: 7573 DATE: 3/612024 T.O. Open Deck -2' - 6" NEW PILE5 PER SEAL SIGNATURE: DESIGNED BY: TF STRUCTURAL PLANS CHECKED BY: JM SCALE: 114"= I'-0" DWG No: * i South Elevation 945 .o� 1141� = 1 I_0 Architect of Record: iJM2 i RC ' ITECTUREPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I G31.320.3305 FJ G31.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (017)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave,Suite 300 Farmingville,NY 11735 LV (G3 0 320-3305 , Structural Engineer: 485 Montauk AveNew MPR O Q QF PPp��� London,CT(860)437 32 0�320 oN1�Ge'OPFi MEP Engineer: Roof Emtec Consulting Engneers DPC 2°J� 5 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11770 (G31)35G-217G ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Surveyor: Nathan Taft Corwin III 3/4"SHEATHING 155G Main Road, RK(SEE STRUCTURAL PLANS) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RK - �' G"CLOSED CELL SPRAY FOAM INSULATION(R-42) -_ (63 I)727-2090 EXISTING ROOF FRAMING, 'DECKING AND ATTIC I"XPS CONTINUOUS INSULATION(R-5) ,-" � FRAMING TO REMAIN 1/2"GYP.BD Project Name ATTIC CONTINUOUS LEDGER FASTENED TO STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd — Attic fi. 8 - 311 Project Ad , dress NEW ROOF FRAMING PER 5775 W Mill Rd PROPOSED CANOPY 4 STRUCTURAL PLAN EPDM FINISH (MATCH EXISTING PITCH) 15/32"CDX PLYWD OR 05B E EXTERIOR WALL CONSTRUCTION: M a tt i t U c k, NY 11952 , RR(PER STRUCTURAL PLANS) V-RUSTIC SIDING BY TRUEXTERIOR �o STAINED BEADBOARD BATHROOM HALL LAUNDRY/STORAGE TYVEK Project Type 15/32"CDX PLYWD OR 05D NEW CANOPY FRAMING STAIR WALL STUDS(SEE STRUCTURAL PLANS) PER STRUCTURAL PLAN O O 3q 1/2"K 15 FIBERGL INSUL(R-15) Lift Renovation I EPS CONTINUOUS INSULATION(R-3.85)ILI Second Floor 1/2"GYP BD(R-.45) — — — 7 Revisions Design Development 03-14-2022 NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER TOP RAIL*INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04-1 1-2022 AS SELECTED BY OWNER a BATH NEW WOOD FRAMED ReVlsed per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURAL `vt INTERIOR STAIRCASE Kitchen revised per Owner OG-I G-2022 PLAN W/STAIN MARINE VARNISH o Updated wlSeat Layout 07 20 2022 — o N = NEW WOOD FRAMED P 9 Y NEW PORCH DECKING t FRAMING NEW PORCH DECKING+k FRAMING PER ~ o °O INTERIOR STAIRCASE Revised Seating Layout 08-1 1-2022 PER STRUCTURAL PLAN STRUCTURAL PLAN ~ Revised per SCDHS Food Control 09 12 2022 DINING KITCHEN NEW FLOOR FRAMING PER Plans Revsed per Owner 09-28-2022 STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 s First Floor Lighting Plans Revised per Owner 10-21-2022 Y+ - "'._ _, '' °" - _ onstruction Documents I I-02-2022 N Revised and Resubmitted to Town 2-15-2023 T.O. Piles - 011 Issued to Owner for Review 3 15 2023 U"--\ Revised and Resubmitted to Town 5-17-2023 FLOOR CONSTRUCTION: T•0. 0 en Deck Revised and Reissued G-2G-2023 3/4: PLYWD SUBFLOOK -2' - 6 Revised and Reissued to Food Control 9 15 2023 FJ(SEE STRUCTURAL PLANS) Revised and Reissued 9-2G-2023 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD Resubmitted to Town 10-2G-2023 FINAL NI A P Food Control Approved 1 1-20-2023 NEW PILES PER REVIEWED EWU E D �Y ��A Revised and Reissued I I-21-2023 STRUCTURAL PLAN Revised and Reissued 12-G-2023 D E C r CJ I O N# / Revised and Reissued 1-29-2024 DATED: THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS Section I SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A �j VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 114 = I I—o�i A STATE EDUCATION LAW. Drawing Title 56ction 5CTM# 1000-1 OG.00-OG.00-003.000 BUILDING No: SCDHS No,: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: 3/G/2024 SEAL 4 SIGNATURE: DESIGNED BY: TF CHECKED BY: JM ---D� �'j SCALE: I/4"= I'0" [� �� � �..�► DWG No: * I ��9�F 3945 yd�� Amb F NEB Architect of Record: VARNISHED MAHOGANY BAR TOP SPILL GUARD BULL NOSE JM2 24"COUNTER AND - RC ' I T E C T U R E P SHELVING,42.75"HEIGHT 12)27"UNDERCOUNTER TOP OF GUARD REFRIGERATOR +66.75"A.F.F. SNEEZE GUARD F � ____ _ ___ JM2 ARCHITECTURE,PC 6)RADIANCE 36"W GAS RANGE MODEL TAR-6 2410 NORTH OCEAN AVENUE i 13)48"COLD FOOD WELL UNIT 0 o WITH OVEN BELOW AND RADIANCE INFRA-RED SUITE 300 i i GLA55 SNEEZE GAURD I I)67"SANDWICH/SALAD 2 FARMINGVILLE, NY, 11738 a i i SALAMANDER BROILER MODEL TA5M-36 ABOVE BAR TOP DETAIL J T 1631.320.3305 F� 631.320.3307 a, o i o � i PREPARATION REFRIGERATOR � i 3)30W GAS FLAT TOP 2' 10 A Applicant: 14) 16 ICE CHEST I Antony Martignetti GRIDDLE,MODEL TATG 36 N r ------- 8 East 92nd St,Apt 3 COLD FOOD WELL 1) 16"GAS FLOOR NOTE: FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 io TOP OF PREP SURFACE MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (917)535 3777 +42.75 A.F.F. 10) 14"HAND SINK W/ `„ N FRYER,MODEL SG 14 R UNIT i 1 51DE SPLASH GUARDS 0" i 2'-9" Architect of Record: VARNISHED MAHOGANY SANDWICH/SALAD PREPARATION ADA NOTE: i 1 JM2 Architecture,PC 9)24"CLEAN DISH TRAY 2)44"UNDERCOUNTER COUNTER TOP REFRIGERATOR AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DE51GN 206.2.8(EMPLOYEE WOK 2410 North Ocean Ave.Suite 300 REFRIGERATOR UNDER OPEN AREAS): Farmingville,NY 11735 v COUNTER WORKTOP 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT C _ L__________ (631)320-3305 ............. ARE LE55 THAN 5QUARf FEET AND DEFINED BY PERMANENTLY8)30"DISHWASHER N - 4B)30"PEARL ICE-O-MATIC ICE MACHINE PARTITIONS,COUNNT0ERS,,CASEWORK,OR FURNISHINGS B GS SHALL NO IE REQUIRED TO Structural Engineer: 3'-8" 1. COMPLY WITH ACCE551BILITY SECTION 402. E2 En ineers CIDGEMO 650 WITH BIN B40 9 .. OYSTER BAR COUNTER DETAIL 2 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 458 Montauk Ave 10 d ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT 06320 6 �Q`�.� 7)72"THREE COMP SINK WI SIDE � II I II TO COMPLY WITH ACCE551BILITY SECTION 402. (860)437 3259 R AM V� SPLASH GUARDS. -O A YP n�.`'b DIRTY DRAIN BOARD BELOW. d o MEP Engineer: �p OVERHEAD DRYING RACK ABOVE i o MOP SINK t MOP HOOK Emtec Consulting Engineers DPC m W/51DE SPLASH GUARD BRUSH SYSTEM FOR WASHING GLASSWARE IS REQUIRED AT THE THREE Z�p1'�`G 3555 Veterans Memorial Hwy,Suite M i I ( COMPARTMENT SINK OR GLASSES MUST BE WASHED IN THE DISHWASHER Ronkonkoma,NY 11779 -� SERVICE STATION, 4 (63 I)356-2176 l 4A)44"H05HIZAKI ICE MACHINE STORAGE BELOW A-6 IM-5005AD WI INTEGRATED BIN ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BY TEKNION OR Surveyor: 5AB cn APPROVED EQUAL. ALL COUNTER TOPS TO BE WIL50NART SOLID SURFACE OR Nathan Taft Corwin III 15)COFFEE STATION APPROVED EQUAL.COLORS TO BE CHOSEN BY OWNER. 1586 Main Road, — — - - - - - - - - - - - - - - - - - - - - - - - � Jamesport,NYll947 r` (631)727-MO 2'7" 4'-2" L2'-I" , NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED 3 8 FOOD Project Name CONTROL PLUMBING NOTES 30 W GAS RANGE WITH OVEN 5775 W Mill Rd i BELOW AND G SERIES INFRA-RED 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. SNEEZE GUARD i o SALAMANDER BROILER ABOVE 2. ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE t WATER Q o I SUPPLY LINES IN ACCORDANCE WITH AN51 A 1 17.1 STANDARDS,SEE TABLE 403.2.10. Project Address �o 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM 15 NOT IN OPERATION DASHED LINE REPRESENTS 5775 W Mill Rd i 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX.LEAD CONTENT , FI r5t Floor - Food Control - Ca I lout I I i 8'-0"WIDE TYPE I HOOD I G. PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS, ROOF DRAINS,HOT t COLD WATER LINES$SANITARY SYSTEMS. 1 1411 1 1-011 A-6 I i 1 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE t OUTLET OR PIPE TO DISCHARGE SO AS NOT TO CREATE A HAZARD OR DAMAGE. M attl tU CIC NY 11952 i 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. 'O 9. ALL PLUMBING WOK SHALL COMPLY WITH NY5 ENERGY CONSERVATION CODE. NY5 BUILDING CODE AND FIRE CODES,5.C.D.H.5. ALL OTHER CODES OF Lcom—, AUTHORITIES HAVING JURISDICTION. Project Type 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. ZD 5'0" 11. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER. ADA BATH 8)DISHWASHER I 12. ALL WORK UNDER THIS APPLICATION SHALL CONSIST OF FURNISHING ALL LABOR,MATERIALS,EQUIPMENT t FIXTURES NECESSARY OR REQUIRED TO Lift Renovation PERFORM*COMPLETE ALL WORK. 7)THREE COMP SINK W/SIDE SPLASH GUARDS. 1 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 1/2"TO LAVORATORIES, KITCHEN SINKS,AND 3/4"TO WATER CLOSETS. DIRTY DRAIN BOARDS BELOW. 14, CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL,ELECTRICAL$MECHANICAL PLANS AS REQUIRED. Revisions 1 OVERHEAD DRYING RACK ABOVE. I 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. e 1 } Design Development 03-14-2022 0 a EQUIPMENT 5 C H E D U LE Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 a MOP SINK t MOP HOOK I NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER IGtchen revised per Owner 06 16 2022 1 O W/51DE SPLASH GUARD 1 Updated w/Seating Layout 07 20 2022 i B► MODULAR BAR DIE SYSTEM KMB a Revised Seating Layout 08-1 1-2022 - B2 UNDERBAR GLASS ROCK KR24 GSB3 PE P ADA BATH SERVICE STATION, I Revised er SCDHS Food Control 09 12 2022 Plans Revised per Owner 09-28-2022 STORAGE BELOW I 53 UNDERBAR FILLERS*DRAINBOARD5 ROYAL FILLER Lighting Plans Revised per Owner 10-14-2022 $ o I I B5 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 Lighting Plans Revised per Owner 10-21-2022 U 15)COFFEE STATION Construction Documents 1102 2022 Ly m w I B6 UNDERBAR FILLERS DRAINBOARD5 ROYAL FILLER Revised and Resubmitted to Town 2 15 2023 IVI B I)MODULAR BAR I I I 57 BACK BAR COOLER DISPENSER,BEER B53GL Issued to Owner for Review 3-15-2023 DIE SYSTEM ROPE I 58 UNDERBAR FILLERS b DRAINBOARD5 ROYAL FILLER. yr . Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6 26 2023 TABLE SEATING 52)UNDERBAR B9 UNDERBAR DRY STORAGE KR24-S 12-P _ 4 7 Revised and Reissued to Food Control 9-15-2023 (22SEATS) G`\ROCK — - - - - — — - - - - - - - - e;.�1" -- - -- 53)UNDER5AR FILLERS BI 0 CRAFT COCKTAIL MULTI-STATION KR24-M526L-7 _ — Revised and Reissued 9 26 2023 t DRAIN50ARD Resubmitted to Town 10-26-2023 3'0° SHELVES B I I UNDERBAR PILLER5*DRAIN50ARD5 ROYAL FILLER Food Control Approved 1 1-20-2023 35)CRAFT COCKTAIL Revised and Reissued 1 1-21-2023 MULTI-STATION LOCATION OF EXTERIOR B 12 UNDERBAR HAND51NK W/SOAP AND TOWEL KR24-125T`V PROPOSED 8'x I O'WALK-IN Revised and Reissued 12 6 2023 B6)UNDERBAR FILLERS BAZ FREEZER Q5 SERIES BY MASTER- B 14 BACK BAR COOLER TRUE MANUFACTURING MODEL TWT-67D-2-HC Revised and Reissued 1-29-2024 t DRAINBOARD5 _ BILT REFRIGERATION SOLUTIONS (I 0 SEATS) NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 157)DISPENSER, SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY BEER PREP i I GAS FLOOR FRYER PITCO 16"GAS FLOOR FRYER, MODEL 5G 14-K UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A W)UNDERBAR FILLERS AREA i 2 44"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-44-HC VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. �DRAINBOARDS i B 14)67 BACK BAR COOLER STATE EDUCATION LAW. - 1 IIII 3 GRIDDLE,GAS RADIANCE 36 W GAS FLAT TOP GRIDDLE,MODEL TATG-36 B9)UNDERBAR DRY STORAGE p OPEN SPACE BELOW BAR COUNTER 4A ICE MACHINE H05HIZAKI 44"ICE MACHINE IM-5005AB W/INTEGRATED BIN Drawing Title B 10)CRAFT COCKTAIL C 1 MULTI-STATION B 12)UNDERBAR HAND51NKWI SIDE SPLASH GUARDS 45 PEARL ICE MACHINE ICE-O-MATIC GEMOG50A WITH BIN KDB400 B 1 I)UNDERBAR 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 Food C o n t ro( Flan FILLERS# 6 GAS RANGE W/OVEN RADIANCE 30 W GAS RANGE MODEL TAR-6 WITH OVEN BELOW DRAINBOARD5 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M51416-3. (14"x 16"COMPARTMENTS) 5CTM# 1000-106,00-06.00-003.000 BUILDING No: 7.1 PRE-RINSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL SCDHS No.: C-2 I-0373 JM2 No: 2022-0642 5 DISHWASHER,DOOR TYPE CMA DI5HMACHINE5 MODEL 180-VL-FL 30"WIDE 25A No: 7573 DATE: 3/6I2024 Sig 9 24"CLEAN DISH TABLE SAPPHIRE-MODEL 5MCDT-24K 10 HAND SINK SAPPHIRE SMHS-114" SEAL$SIGNATURE: DESIGNED BY: TF 2 10.1 WALL/SPLASH MOUNT FAUCET CHECKED BY: JM A-2.0 KROWNE MODEL 14-808L OJ11 �RSD � DN I I 67"SANDWICH I SALAD PREPARATION REFRIGERATOR TRUE MANUFACTURING MODELTWt-67D-2-HC ����� q �'j� SCALE: As indicated F 12 27"UNDERCOUNTER REFRIGERATOR TRUE MANUFACTURING MODELTWT-27D-2-HC tt � {� L) DWG No: 13 COLD FOOD WELL UNIT, DROP-IN, ICE-COOLED ATLAS METAL MODEL WICDL-2 * 1 FI rst Floor - Food Control I 14 ICE CHEST 5APPHIRE-MODEL#5MI55-1812. (15"D x 12"W) 39415 11411 _ I I-011 A_6 15 COFFEE STATION BUNN CWTF 15-AP5 W/FUNNEL,*GRINDER MODEL 20550.0001 r� F NEB�© NOTE:WALK-IN REFRIGERATION TO BE LOCATED EXTERIOR LE55 THAN 50'WALK FROM KITCHEN IN MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 CONTINUOUS BEAD OF SEALANT 4R , ( � � � � � � � P CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 T I G31.320.3305 FI G31.320.3307 WINDOW UNIT AS AIR BARRIER Applicant:Anthony Martignetti CONTINUOUS MINIMAL EXPANDING FOAM AT 8 East 92nd 5t,Apt 3New York,NY 10128 WINDOW PERIMETER (917)535-3777 Architect of Record: WALL SCONCES CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC North Ocean Ave.Suite 300 410 CONTINUOUS BEAD OF ADHESIVE Farmingville,NY 11738 (G31)320-3305 36 x 80 SC — PROVIDE RIGID INSULATION 5En me tural Engineer: pti� BAFFLE AROUND VENTILATION g'L i CHUTE-FOAM SEAL PERIMETER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION o tau Ave /�� WINDOW UNIT AS AIR BARRIER New London,CT OG320 CONTINUOUS MINIMAL EXPANDING FOAM AT CONTINUOUS (8GO)437-3259 < — — — WINDOW PERIMETER OUS BEAD OF SEALANT i � � - MEP Engineer: I - PROVIDE STUD CAVITY CLOSURE ON THE Emtec Consulting Engineers DPC CONTINUOUS BEAD OF SEALANT BACK SIDE CF EACH STUD CAVITY 3555 Hwy, RonkonkomaraNYM 1779I H Suite M CONTINUOUS BEAD OF SEALANT CONTINUOUS SILL SEALER-FULL (G31)35G 2176 �p WIDTH OF MUD5ILL CONTINUOUS BEAD OF ADHESIVE ( Surveyor: CONTINUOUS BEAD OF SEALANT °.< — FOUNDATION WALL AS AIR BARRIER Nathan Taft Corwin III III . 155G Main Road, James ort,NY 1 1947 '— CONCRETE SLAB AS AIR BARRIER + ` CONTINUOUS BEAD OF SEALANT p ® I I B I—III + + (G31)727-2090 s III III . e • - 000 ° PROVIDE 50 I L D BLOCKING BENEATH KNEE WALL Project Name m II _ _ J Ln m III •-a �a III III hI h - I I III III o00 5775 W Mill Rd 7777777, r — — — — — — — — CONTINUOUS BEAD OF SEALANT CAVITY INSULATION WALL I F II O 5CONCE5 I I I Project Address ,I — — — _ ,\\\ ) CONCEPTUAL AIR SEALING STRATEGY ll UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY//LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF//CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd II :. o Air Seal Details 2 2 Mattituck, NY 11952 3/4II _ I I—oil A-7 Project Type � II L 4— MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation R ton L / ATTIC INSULATION i i \ � ATTIC TRUSS Revisions Design Development 03-14-2022 Revised per Owner 04-1 1-2022 E FLOOR ASSEMBLY Revised per Owner 04 2 12022 Kitchen revised per Owner OG-I G-2022 7-9 112" Updated w/Seating Layout 07-20-2022 INSET BAND J015T CAVITY INSULATION Revised Seating Layout 08-1 1-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 MUDSILL Lighting Plans Revised per Owner 10-14-2022 SILL SEALER Lighting Plans Revised per Owner 10-21-2022 3 a 6 EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 1 1-02-2022 Flrst Floor - Bathrooms e• a CONTINUOUS BEAD OF SEALANT - f CONTINUOUS BEAD OF SEALANT Revised and Resubmitted to Town 2-15-2023 /�11 = I 1-011 AJ ::�` FOUNDATION WALL DRYWALL CEILING Issued to Owner for Review 3-15-2023 RECESSED LIGHTING FIXTURE Revised and Resubmitted to Town 5-17-2023 ReVlsed and Reissued G-2G-2023 INSET BAND JOIST AT MUD5ILL// I I/2"RIGID IP Revised and Reissued to Food Control 9-15-2023 ISUL. AIR SEALING AT RECESSED LIGHTING IN ATTIC FINAL R,� n n Revised and Reissued 9-26-2023 REVIEWED MAP BY Z BA Resubmitted to Town 10-2G-2023 Food Control Approved 1 1-20-2023 PLUMB 1 N G 5 C H E D U L E FIXTURE U N I T5 DECISION* Revised and Reissued 1 1-21-2023 QTY DATED: Revised and Reissued 12-G-2023 RCVISed and Reissued 1-29-2024 OWATER CLOSET SHALL BE:AMERICAN STANDARD RAPIDWAY I/G GPF/G.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS 1 ELONGATED SOLID PLASTIC SEAT AND SLOAN#G2 511 1 EXPOSED SENSOR TYPE, BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE.ADA RIM HEIGHT 17-1/5". INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION CF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. 2 LAVATORY SHALL BE: W5 BATH COLLECTIONS SIMPLE GO.50A ADA WALL MOUNTED/VESSEL BATHROOM SINK IN CERAMIC 23.0 X 19.7" 2 CONTINUOUS BEAD OF SEALANT EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW. Z�lINSULATION VENTED AIRSPACE AC C E55O RY 5 C H E D U LE ATTIC INSULATION Drawing Title O . Air �GRAB BAR TO BE 42 GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#5580G.99 BY BOBRICK,OR APPROVED EQUAL •- FLOOR ASSEMBLY INSTALL I"RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO Bathroom PlanSli O GRAB BAR TO BE 3G"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#B580G.99 BY BCBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE, FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS 5CTM# 1000-IOG.00-OG.00-003.000 BUILDING No: O GRAB BAR TO BE 24"VEKICAL GRAB BAE,WITH PEENED GRIP AND POLISHED ENDS MODEL#5580G.99 BY BOBRICK,OR APPROVED EQUAL SCDHS No.: C 21 0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER DISPENSER TO BE:BCBRICK SINGLE ROLL MODEL#B2730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 31GI2024 OELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-SBV)HAND DRYER,STAINLESS, 208-277V INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 30 HIGH B-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL EXTERIOR INSULATED WALL SCALE: As indicated CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND J015T I"EXT. INSUL.SHEATHING A5 ATTIC EAVE BAFFLE AND VENT DWG No: OSURFACE MOUNTED WASTE RECEPTICAL TO BE 5-35G39 TRIMLINE SERIES W1 DISPOSAL DOOR AS MANUF. BY BCBRICK OR APPROVED EQUAL 4 NOTES: Air Seal Details a ALL TOILET ACCESSORIES SHALL DE MANUFACTURED BY"BCBRICK",OR APPROVED EQUAL �� p 394a Q� _ COPPER AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC I I /�II = I 1-011 A 7 �F F NE`4 ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5'-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: JM2�� a a a a a a a a RCS ITECTUREPc JM2 ARCHITECTURE,PC 2410 NORTH OCEAN AVENUE SUITE 300 000, FARMINGVILLE, NY, 11735 1:111 , First Floor T 1631.320.3305 Fl 63I.320.3307 — — 0 0 Applicant: Anthony Marbgnetti 8 East 92nd St,Apt 3 F North all- Bar Room East Wall- Bar Room New York,NY 10128 A_8 (917)535 3777 Architect of Record: JM2 Architecture,PC 6 RO 2410 North Ocean Ave,Suite 300 MPR e Farmingville,NY 11735 ��Q� (631)320-3305 ."N%�g��®/I�7 Structural Engineer: 1 FE:11a a E2 Engineers 111-H485 Montauk Ave New London,CT 06320 (860)437-3259 LLLJ1 ILE] 11T11 LLLU MEP Eng►neer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11775 First Floor FIrSt Floor (631)356-2176 , Surveyor: Nathan Taft Corwin III 1586 Main Road, South Wall- Bar Room West Wall- Bar Room 2 Jamesport,NY I I W 114 1 1_O1, A_g 1 /4 if _ 1 1_011 A_g (631)727-2090 Project Name 5775 W MIII Rd FI R5T F LOOR INTERIOR ELEVATI 0N5 Project Address 5775 W MIII Rd, Mattituck, NY 11952 Project Type Lift � Renovation RCV151ons Design Development 03-14-2022 Revised per Owner 04-1 1-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/5eatmg Layout 07-20-2022 Revised Seating Layout 05-1 1-2022 Revised per SCDHS Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 1 1-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 F N AL MAC' Revised and Reissued 9-26-2023 VIEWED BY Z BA Resubmitted to Town 10-26-2023 — Food Control Approved 1 1-20-2023 —7 DECISION# �, ? Revised and Reissued 1 1-21-2023 D A`�E D;�_ 3 ���, Revised and Reissued 12-6-2023 Revised and Reissued 1-29-2024 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A VIOLATION OF SECTION 7205 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Interior Elevations SCTM# 1000-106.00-06.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 3/6/2024 SEAL SIGNATURE: DESIGNED BY: TF CHECKED BY: JM ,'k SCALE: 1/4"= I'0° � F DWG No: * ► it 0 3945 ()QA= 8 F N � Architect of Record: ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC A] 17.1 -2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES t PROTRUDING OBJECTS 30 CID 30 MIN, 30 MIN. ° I 0 00� j 0 24" 12"MIN. PROTRUDING OBJECTS 1811 8" 18" 18" MIN. 12"MAX.—, 42"MIN. Jm' 2 o RESTROOM MEN WOMEN 14 ANY AMOUNT LAV. `� = MAX. Lobby-7 3G 12 MAX. Q LAV, FINISH FLOOR m m m `� 4"MAX. CLEAR — '\ HT E T U E P a T.P. co m z CLEAR CLEAR CLEAR 7C m m m ♦ L 3G" z 2410 NORTH OCEANAVENUE PC FLOOR � FLOOR 'n FLOOR `r' NOTES: SPACE SPACE =► SPACE 1. ADJ TO LATCH 51DE OF DOOR . SUITE 300 MAX. a� 2. G"PICTOGRAM WITH VERBAL DESCRIPTION — o FARMINGVILLE,NY, 11738 3, CENTER GO"FROM FLOOR (A)BACK WALL (5)51DEWALL (C)ELONGATED WALL- I - I _ I T I G31.320.3305 F G31.320.3307 45"MIN. 45"MIN. GO"MIN. 4. LETTERS AND NUMERALS ARE RAISED 1/32"SANS-SERIF UPPERCASE CHARACTERS HUNG(URINAL) w N w N 5. BLACK COPY ON A BRUSHED ALUM. BACKGROUND T__ N Applicant: CLEARANCES AT WATER CLOSETS 51GNAGE IN PUBLIC AREAS \ CLEARANCES AT WATER CLOSETS t URINALS�1 -00 Anthony Martignetti 2 �3 \ (A)WALKING PARALLEL TO A WALL (B)W New York,NY ALKING PERPENDICULAR TO 92 51t0Apt 3 A WALL 161 (917)535-3777 STORAGE SHELVES AND CLOSETS �Architect of Recor : MPS d 1011 k JM2 Architecture,PC •I •I 30" 24" 2410 North Ocean Ave.Suite 300 17"- 1911 17"- 19" 11 Farmmgville,NY 11735 12"MIN. 12"MIN. 12"MAX. 42"MIN. V I (G31)320-3305 17"MIN. EQUIPMENT CLEAR I � Structural Engineer: PERMITTED IN z z v E2 Engineers Z CLEAR z o FLOOR / I o 455 Montauk Ave FLOOR SHADED D SPACE � 0 II �* a, oL � New London,CT OG320 N m SPACE b AREA m m T.P, m m c� '� cm 30" (8GO)437-3259 D6"MAX. 9"MAX. v 48"MIN. z �, 3G MAX. MEP Engineer: 8"MAX 5, (A)CLEAR FLOOR SPACE (5)HIGH AND LOW SIDE (C)MAX.SIDE REACH OVER Emtec Consulting Engineers DPC (PARALLEL APPROACH) REACH LIMITS OBSTRUCTION 3555 Veterans Memorial Hwy,Suite M D17" 48"MIN. 24,,MAX NDTE: DASHED AREAS ARE REINFORCED TO RECEIVE GRAB BARS Ronkonkoma,NY 11779 MIN. °' �J, (631)35G-217G 4 LAVATORY CLEARANCES AND MOUNTING HEIGHTS 5 DRINKING FOUNTAIN CLEARANCES REINFORCED AREAS GRAB BARS AT WC Surveyor: Nathan Taft Corwin III 158G Main Road, & .r� Jamesport,NY 11947 (G31)727-2090 NOTE: WATER CLOSETS: m - PORTION OF COUNTERTOP TO BE DROPPED TO 2'-10"AND - CLEAR FLOOR SPACE AT THE WATER CLOSET SHALL BE AS \ b w CABINETS REMOVED AS PER LL55/57 REQUIREMENTS. SHOWN. METAL STUDS @ 12"O.C. �� o z L Project Name - ALL OVERHEAD KITCHEN CABINETS AND CABINETS TOPS(INCL. - THE HEIGHT OF THE WATER CLOSET SHALL BE AT LEAST o Q I o SINK,BUT EXCL.STOVES,COOKTOPS AND OVER PA55THROUGH 15"$NO MORE THAN 19",MEASURED TO THE TOP OF THE 20 GA.STEEL 5775 W Mill Rd OPENINGS)MUST BE INSTALLED 50 THAT THEY CAN BE LOWERED, TOILET SEAT. 2 I1 01 2 l SUCH THAT THE TOP OF THE LOWEST SHELF 15 NO HIGHER THAT - GRAB BARS SHALL BE INSTALED AS SHOWN, ANCHOR PLATE. PAN HEAD SCREW 48"ABOVE FIN. FL. FOR HANDICAP ADAPTABILITY. AND SHALL COMPLY WITH SECTION 4.24(ANSI),OR (A)SHELVES (B)CLOSETS (C)FORWARD REACH LIMIT STRUCTURAL REINFORCEMENT OR OTHER PROVISIONS SHALL BE MADE THAT WILL ALLOW INSTALLATION OF GRAB Project Address BARS IN THE LOCATION SHOWN. 5775 W Mill Rd THE TOILET PAPER DISPENSER SHALL BE INSTALLED WITHIN t 5 REACH A5 SHOWN. cv I' GYPSUM WALLBOARD C) - cn GRAB BAR TO BE INSTALLED WHEREattituc , NY 11952 INDICATED ON PLANS. Project Type A: BEFORE REMOVAL OF CABINETS AND BASE 7-9"MIN. (SEE PLANS) n TYP. KITCHEN SINK COUNTER HANDICAP ADAPTABLE Lift �enOVatIOl1 7 i Revisions HANDICAPPED ACCESS NOTES: Design Development 03-14-2022 1. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED 50 THAT CLEAR WIDTH OF DOORWAY IS AT LEAST 32 INCHES. Revised per Owner 04-1 1-2022 i 41"o 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL WINDOW NOTES:WINDOWS AND DOORS SHALL BE PURCHASED DIRECTLY FROM ANDERSEN BY OWNER Revised per Owner 04-21-2022 SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE. Kitchen revised per Owner OG-I G-2022 25"SINK 3. MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 15 LBS.AT OTHER INTERIOR DOORS S C h E D U LE 0 F SPECIAL I N 5 P E CT I 0 N 5 Updated w/Seatm Layout 07-20-2022 MAXIMUM EFFORT TO OPERATE SHALL BE 5 LBS. Window Schedule g Revised Seating layout OS 112022 4. FLOOR, RAMP,AND TREAD SURFACES SHALL BE SLIP RESISTANT. Width Type Sill Height Height Comments Keynote PURSUANT TO CHAPTER 17 OF THE 2020 NYS BUILDING CODE,SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED AND APPROVED Revised per SCDHS Food Control 09-12-2022 L K_ 5. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING FOR THE HEARING IMPAIRED. BIDFLASHING V15UAL WARNING SHALL HAVE AFREQUENCY OF NOT MORE THAN GO FLASHES PER MINUTE. SPECIAL INSPECTION AGENCY.THE FOLLOWING SPECIAL INSPECTIONS SHALL BE PERFORMED PER TABLE 1705.2.3, 1705.3, 1705.G,AND Plans Revised per Owner 09 28 2022 `r G. THRESHOLDS SHALL NOT BE MORE THAN 112"HIGHER THAN ADJACENT FLOOR OR LANDING.LEVEL 10'-8" 128"x 48" 1'-8" 4'-0" FIXED (3)CAUX 3' 1705.7. 0 6 X4 Lighting Plans Revised per Owner 10-14-2022 N CHANGE BETWEEN 1/4"AND 1/2"SHALL BE BEVELED WITH SLOPE NO GREATER THAN 1:2. Li htin Plans Revised per Owner I 0 2 12022 V01V Q 2'-4" 28"x 28" 4'-4" 2'-6" VENT AAX2426 SPECIAL INSPECTIONS AND TESTS,STATEMENTS,AND SPCIAL INSPECTIONS, RESPONSIBILITIES OF CONTRACTORS,SUBMITTALS TO THE g 9 f 7. CENTER OF ALARM PULL BOXES SHALL BE 4-0 A.F.F. 8'- 1" 97"x 48" 2'-7" 4'-0" AAX4040-2 BUILDING OFFICIAL AND STRUCTURAL OBSERVATIONS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 1704 OF THE 2020 NYSBC. Construction Documents 1 1-02-2022 Z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EMPLOY: Revised and Resubmitted to Town 2-15-2023 2' -6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 27"0 GO"DIAMETER 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 5O1L MECHANICS DRILLING CORPORATION Issued to Owner for Review 3 15 2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 3770 MERRICK ROAD,SEAFORD, NY 117453 Revised and Resubmitted to Town 5-17-2023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Reissued G-2G-2023OR APPROVED AGENCY TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION. REFERENCE STANDARD AND NY55C REFERENCE 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 Revised and Reissued to Food Control 9-15-2023 NOTE: 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 FROM THE CORRESPONDING TABLES: 1704.5-REQUIRED CERTIFICATES OF COMPLIANCE � Revised and Reissued 9-2G-2023 X=3G"MINIMUM IF Y=GO"• 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 r 1705.1-1705.10-REQUIRED SPECIAL INSPECTIONS AND TESTS r Resubmitted to Town 1 O-2G-2023 PULL SIDE X=42"MINIMUM IF Y=54". 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.11 -SPECIAL INSPECTIONS FOR WIND RESISTANCE REVIEWED BY ZBA Food Control Approved 1 1-20-2023 2'-6" 30"x 54" 2'-6" 4'-6" 1 ACTIVE/ACTIVE I TCLDH2646 1705.12-SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE 3 Revised and Reissued 112 12023 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 1705.13-TESTING FOR SEISMIC RESISTANCE. �.��= ��.���NOTE: Revised and Reissued 12-G-2023 PULL SIDE Y=54"MINIMUM IF 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 II 4 rn ,r7pe i 3 �� z 2'-6" 30"x 54" 2'-6" 4'-6" ACTIVE/ACTIVE TCLDH2646 ALL INSPECTIONS,TEST AND VERIFICATION SHALL BE IN ACCORDANCE WITH THE FOLD( Revised and Reissued 1-29-2024 � moo DOOR HAS A z -- CLOSER. PULL 51DE 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 18"MIN X CO 24"MIN. 2'-6" 30"x 54" 2'-8" 4'-6" ACTIVE/ACTIVE TCLDH2646 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS (24"PREFERRED) X 2'-8" 32"x 20" 5'-1 3/4" 1'-8" FIXED CAUX SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A 8' -1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 TYPE CONT. PERIODIC VIOLATION Of SECTION 7209 5U5-DIVI5ION 2 OF THE N.Y. 8' -1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 X NOTE: NOTE: SOILS STATE EDUCATION LAW. z z Y=48"MINIMUM IF z 24"MIN. X=48"MINIMUM IF DOOR 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 PUSH SIDE > NOTE: > X PUSH SIDE 8'- 1" 97"x 48" 2'-7" 4'-0" VENTNENT AAX4040-2 DOOR HAS A _ HAS BOTH LATCH AND A NOTE: � Y=48"MINIMUM IF DOOR HAS A CLOSER. � CLOSER. 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X X=12"IF DOOR LATCH#CLOSER ACHIEVE THE DESIGN BEARING CAPACITY Drawing Title 2'-6" 30"x 54" Ili- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 HAS BOTH CLOSER 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X ADA, InSipeCtW5, PUSH SIDE LATCH 54"MIN. 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 PROPER MATERIAL I/ 2'-6" 30"x 54" 1' -10" 4'-6" ACTIVE/ACTIVE TCLDH2646 (A)FRONT APPROACHES-SWINGING DOORS (B)HINGE-SIDE APPROACHES-SWINGING DOORS (C)LATCH-51DE APPROACHES-SWINGING DOORS 2'-6" 30"x 54" 1'- 10" 4'-6" ACTIVE/ACTIVE TCLDH2646 DRIVEN DEEP FOUNDATION ELEMENTS Window 5chedule. 2'-6" 30"x 54" 1'-_1 0" 4'-6" ACTIVE/ACTIVE TCLDH2646 VERIFY ELEMENT MATERIALS,SIZES,AND LENGTHS COMPLY WITH THE X 3'-0" 36"x48" T-0" 4'-0" REQUIREMENTS 3' -0" 36"x 48" T-0" 4'-0" SCTM# 1000-1 OG.00-OG.00-003.000 BUILDING No: 48" 48" 32"MIN. 3'-0" 36"x 18" 5'-6" 1'-6" DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL X 3'-0" 36"x 18" 5'-6" Ili-6" LOAD TESTS AS REQUIRED SCDHS No.: C-21-0373 JM2 No: 2022-OG42 3'-0" 36"x 48" T-0 1/2" 4'-0" 3'-0" 36"x 48" T-0 1/2" 4'-0" INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND X ZBA No: 7573 DATE: 3/G12024 ALL SECTIONS REFERENCED REFER TO 3'-0" 36"x 48" 2'-6" 4'-0" ACCURATE RECORDS FOR EACH ELEMENT INTERNATIONAL CODE COUNCIL A-1 17.1- 2009,AS REQUIRED PER THE 2020 IBC. SEAL� 3'-0" 36"x 48" 2'-6" 4'-0" VERIFY PLACEMENT LOCATIONS AND PLUMBNE55,CONFIRM TYPE AND SIGNATURE: DESIGNED BY: TF 3' -0" 36"x 48" 2' -0" 4'-0" 51ZE OF HAMMER,RECORD NUMBER OF BLOWS PER FOOT OR CHECKED BY: JM 3' -0" 36"x 48" 2' -0" 4'-0" PENETRATION, DETERMINE REQURIED PENETRATIONS TO ACHIEVE X D 2' -4" 28"x 18" 4'-0" 1'-6" DESIGN CAPACITY,RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT St�aE Cy SCALE: 114"= P-O" 3' -0" 36"x 36" 3'-3" T-0" ANY DAMAGE TO FOUNDATION ELEMENT. 3' -0" 36"x 48" 2'-9" 4'-0" 2 9 DWG No: (D)TWO HINGED DOORS IN SERIES (E)HINGED DOOR 3' -0" 36"x 36" 2' -6" 3'-0" STRUCTURAL ELEMENTS 3' -0" 36"x 36" 2'-6" T-0" PILE FOUNDATIONS X ` ADA Details I STRUCTURAL STABILITY X 39 4� = A-9 • FOR SPECIALTY ELEMENTS,PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE F NEB A9 CHARGE. 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR Architect of Record: 3'-0 31e% MIN MO a-7 Ile TRiM S-2 31e MIN MO GENERAL NOTES 3'-0 1/4" TRIM � 8'-1 1/2" MIN RD3`-� 1/4' TRIM USE OF DRAWINGS w These drawings are provided as a service by Andersen-Windows,Inc.for the benefit of its customers.Information in these drawings may 2'-6 1/2" MIN RO $-1 OA UD 2-8 1/2w MiN RO only be used in conjunction with'the project identified on the drawings and when made part of the dealer or distributor submittal. JM2 2'-6" `UD 4'-0" UD 4'-0" 1.JD 2-'-'8" UD Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information provided to Andersen in order to prepare the drawings,or(b)to perform any on site inspection,during or after the construction.Anyone R I T E T U R E P c A E 1 J using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for.injury,damage or 00 2 2 i 2 J loss(a)arising from any actual or alleged Insufficiency or Incorrectness of information provided to Andersen regarding the construct or(b) alleged to have been caused or contributed to as a result of a failure to perform an on-site Inspection of the construction by Andersen.in the event'Andersen incurs expenses,including reasonable attomey's fees,to enforce this indemnity,such expenses shall be paid by JM2 ARCHITECTURE,PC - •-•••••-••• •••-••-•• — anyone using this drawing. 2410 NORTH OCEAN AVENUE F " K SUITE 300 lo 2 •ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE,NY, 11738 _IL � 2 H `7 These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional � 1 notes,specifications and other important information. G31.320.3307 ce T G31.320.3305 F �' 2 MODIFICATIONS cv AM Andersen its not responsible forsubsequent additions,modifications or alterations made by others to the drawings or to the work `- described in the drawings. Applicant CODE COMPLIANCEE7U Anthony Martignetb Compliance with all applicable taws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of the units within the project is the responsibility of others. 8 East 92nd 5t,Apt 3 PROTECTION OF UNITS New York,NY 10125 Store units and accessories off ground,under cover;protected from'weather and construction activities.Protect uncartoned,setup (917)535-3777 multiple units.Continue protection of units from construction activities afterinstallation. • PRODUCTPERFQRMANCE Architect of Record: G AWN AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when installed in JM2 Architecture,PC accordance with recommended Instructions and these drawings. For additional performance data and other important general notes, Installation and safe Information,review current publications of"Andersen®Product Guide for Professionals",or online at 2410 North Ocean Ave,Suite 300 � G ANDERSEN 1"` X 3 1�/`2" ri 2 . ILVL REINFORCED JOINING Andersemwindows,com Farmmgvdle,NY 11738 FIELD TESTING (G31)320-3305 ` Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newly"Installed Fenestration Products'.The water penetration resistance shall be to ASTM El105"Standard Method for Field Determination of Water Structural Engineer' Penetration of Installed Windows,Skylights,.Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure procedure B. For E2 Engineers L additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwindows,com O 1Q�. INSTALLATION AND FINISHING INSTRUCTIONS 455 Montauk Ave Except as noted on these drawings,follow recommended Installation Instructions provided with the units which are an integral part of New London,CT OG320 �\p " **ADDiEiOEXAMPLE ELEVATION NAL INSTALLA11ON 4NUIPAGENI� * these drawings. type Of glass, (8GO)437-3259 Windows installed on a floor system'require consideration of impacts includingbut not limited,to water management, installation integration,anchoring methods and/or interference with other building components. CONSTRUCTIONBY,OTHERS MEP Engineer: Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Emtec Consultmg Engineers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in our current installation guides is the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (G31)35G-217G WINDOW TYPE �>A�t WINDOW TYPE '�D" WINDOW TYPE t'E rf 'Unit dimensions shown are to litre.exterior face of the window or door frame cladding material unless otherwise noted.Field verification of rough opening dimensions Is the responsibility of.others.Rough and masonry opening dimensions shown may need to be increased to Surveyor: allowfor mulled unit tolerances. ;SCALE; 1/2" � 1'-0" QUANTITY. 4 SCALE: 1/2" = 1'-O" QUANTITY: 5 SCALE: 1/2" = 1'-0' QUANTITY; 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation..These dimensions may need to be 155G Main Road, increased to allow for use of building wraps,flashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport,NY 11947 100 Series window combinations require 3/e shim space each side for rough opening sizing.Larger rough openings need to be (G31)727-2090 5'-6 7/8" MIN M0 3'-7 114" MIN MO 3'-0 3/4" MIN M0 coordinated with architect and/or general contractor to make sure window combinations are positioned for proper installation. SPECIAL NOTES 5/16" TRIM 3'-6 3/4" TRIM 3'-0 1/4" TRIM Notes on the drawings marked with the Andersen logo( )describe recommendations that may differ from the project construction Protect Name documents. 5`-0 5/8" MIN RD 3'"1" MIN RO 2'-6 1/2" MIN RO - ;-D 1/16" UD 3-d 1/2" UD UD GENERAL PRODUCT NOTES: 5775 W Mill Rd N N A 1. ALL UNITS TO HAVE .2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O, 2 2 Q2 2. ALL UNITS TO HAVE LOW-E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED, 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PER Protect Address :ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT U.N.O. P P 4. ALL DOUBLE-HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, TRUSCENE, INSECT SCREEN FRAMES 2 2 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. C) 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. M a tt i t u c k� NY 11952 � � z 7. .ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. r, `•= 9. ALL E-SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Protect Type '� RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD br cox� �, d 2 INSTALLATION FLANGE. �I SPECIAL NOTES' 1'-3 1/2" 4A MIN RD Lift Renovation O S ' �' 7'-�3" OA UD �` t +� r T TEMPERED GLASS 3-7 UD 3F �-7' UD � � Revisions C DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 2 • • ■ ■ Revised per Owner 04-1 1-2022 TT T _ = ��---=-- =--==•-=-� "-=- . �. Revised per Owner 04-21-2022 ■■ e Kitchen revised per Owner OG-I G-2022 !! cn Updated w/Seating Layout 07-20-2022 E-SERIES REINFORCED i JOININSP WHERE ED o Revised per 5CDH5 Food Control 09-12-2022 ( PO R HPO -� Revised Seating Layout 08 I I-2022 2 LPT 2 LPT � i Plans Revised per Owner 09-28-2022 C) 1e■si ■■ Lighting Plans Revised per Owner 10-14-2022 z � Lighting Plans Revised per Owner 10-21-2022 MAHOGANY WiTH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR ' MAXIMUM DESIGN PRESSURE 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 30 PSF C) c> _- .0 _ 4; Q Construction Documents 11-02-2022 a -� KCVlsed and Resubmitted to Town 2-15-2023 rr _ r DOOR TYPE "H" DOOR TYPE f'U fir WINDOW TYPE '>A„ o ` N Issued to Owner for Review 3-15-2023 i ■ r•i Revised and Resubmitted to Town 5-17-2023 SCALE.- 1 2" = 1'�-0� QUANTITY, 4 SCALE: 1 2" _ V-O" QUANTITY 1 SCALE: 1 2" = 1'-O" QUANTITY: 12 / / K Revised and REISSUed G-2G-2023 r e to Revised and Reissued to Food Control 9-15-2023 5-7 3/4 MiN MO 11 -2 3/4 MIN M0 C' Revised and Reissued 9-2G-2023 2'-10, 3/4" MIN MO 5=71/4" TRiM' 1:1'-.2 1/4" TRIM "' Resubmitted to Town 10-2G-2023 2'-10 1/4" TRIM 5'-1 1/2" MIN R0 10'-8 1/2" MIN RO ■ j x-_.�— � ( � Food Control Approved I I-20-2023 V--1" OA UO 10'—B" CIA UD _. �,r__V_ �____:� ��4 1/2" MIN RD � � � � Revised and Reissued I I-2 I-2023 • • • ■ Revised and Reissued 12-G-2023 2'-4" UD '-ti" LID2'-6" LID3'--6" UD 3'-6" UD 3'-f' UD 6" 24" OR LESS 24' OR LESS 24" OR LESS 24" OR LESS 6" Rewsed and Reissued 1-29-2024 2 2 2 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A K ■■n JAMB CLIP/SCREW THROUGH JAMB - FIELD APPLIED BY OTHERS VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. 2 2 JOINING ANCHOR PLATE STATE EDUCATION LAW. _ M C, z c, 2 m p **EXAMPLE ELEVATION ONLY** DrawmgTtle Z k .,, __ I�TIL N�Ar �, o �` '� SCALE 1/2" = 1'--0' _ ITEWED BY ZBA AWN �' 8. 2 �: 2 b r 2 ; FC .SNa Window Door Detalb !] ,TE D ; ffi 0 ,�3 L AUX AUX AUX C DHG DHG 2 a " SCTM# 1000-IOG.00-OG.00-003.000 BUILDING No: 2 ANDERSEN 1 X 3 1/2 AIVOERSEIV 1" )t 6 3/1 6" LVL REINFORCED JOINING 5CDHS No.: C-21-0373 JM2 No: 2022-OG42 LVL REINFORCED JOINING ZBA No: 7573 DATE: 3I612024 SEAL SIGNATURE: DESIGNED DY: TF CHECKED BY: Checker **ADDITIONAL INSTALLATION REQUIREMENTS'* ��S��R�D Ay,�, SCALE: 1/2'= P-Op WHITE COLOR TRUSCENE INSECT SCREEN FRAME SEE EXAMPLE ELEVATION ON PAGE 1 , PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR tr ..� DWG No: MAXIMUM DESIGN PRESSURE = 30 -PSF MAXIMUM DESIGN PRESSURE = .30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF WINDOW TYPE "B" WINDOW 'TYPE ''O WINDOW TYPE "F" 'k 394� yOQ � SCALE: 1/2' - 1'-O" QUANTITY; 1 SCALE: 1/2' -= 1'-0' QUANTITY: 1 SCALE: 1/2" = 1'-0" QUANTITY: 1 Architect of Record: Jm' 2 ........... 5 5 +qR ITECTUREpc 3 3 3 7 7 7 19 7 19 6 JM2 ARCHITECTURE,PC 6 9 6 6 0 2410 NORTH OCEAN AVENUE SUITE 300 0 FARMINGVILLE, NY, 11735 loll T 631.320.3305 F1 631.320.3307 4 9/16" 2 7/8" 2 7/8" 4 9/16" 9 Applicant: DETAIL NOTES �' Anthony Martignetti 1 BUILDING WRAP BY OTHERS o ' ° ' cr= in >'' f Q Q cn � � �z j`' g �ewa York,NYnd SI 0128pt 3 2 PAN FLASHING OR SILL PAN 13Y OTHERS ? o (917)535 3777 FLANGE SET ,IN BED OF SEALANT BY OTHERS Architect of Record: NO ISENLANT BEHIND SILL FLANGE �-� 13 �/ JM2 Architecture,PC avp 2410 North Ocean Ave.Suite 300 FLASHING BY OTHERS Farmmgville,NY 11738 �ntih DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 (63 I)320 3305 BED OF SEALANT, SEE GENERAL NOTES SEALANT BY OTHERS AT FLANGE/FRAME INTERFACE DAM BY OTHERS _ 488 Montauk Ave Structural Engineer: M-'.fir'.._....- v�� BACK New London,CT 06320 INTERIOR AIR SEAL BY OTHERS --SERIES DOUBLE-HUNG HEADKE E�--SERIES AWNING HEADK_T`� E-SERIES AUXILIARY HEAD N E-SFRIES OUTSWING DOOR HEAD (860)437-3259 10 SEALANT WITH FOAM BACKER ROD BY OTHERS SCALE: 3" = 1'-0" SCALE: 3" 1'-0" SCALE; 3" = 1'-0" SCALE: 3" = 1'-0" MEP Engineer: 11 ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED Emtec Consulting Engineers DPC 12 ANDERSEN DRYWALL Ronk RETURN BEAD AS SPECIFIED Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 13 .ANDERSEN INSECT SCREEN AT OPERABLE UNIT, IF SPECIFIED 9 - (63 I)356-2176 14 ANDERSEN HARDWARE AT OPERABLE UNIT, IF SPECIFIED 9 13 9 9 Surveyor: Nathan Taft Corwin III 15 THRESHOLD SET :IN BEAD OF SEALANT BY OTHERS 19 19 1586 Main Road, 16 ANDERSEN SILL SUPPORT, IF SPECIFIED Jamesport,NY 11947 " (631)727-2090 to 17 ANDERSEN SILL., STEP, IF -SPECIFIED 18 ANDERSEN WOOD THRESHOLD, IF SPECIFIED ' Protect Name 19 ANDERSEN JAMB INSTALLATION SCREW, IF SPECIFIED CN f ANDERSEN EXTERIOR TRIM OR SILL NOSING, IF SPECIFIED 11/16 ' 5775 W Mill Rd " 1 21 'ANDERSEN STORMWATCH HARDWARE 5 3 3/8" UNIT DiMENS1O 5 3 3/8" UNIT DIMENSIONS 5 3 3/8" UNIT DIMENSION 3 3/$ UNIT DIMENSION _ 3 1 "TT MIN. R.O. 3 40 T 4"TT MIN. R.O. 3 1 4" MIN. R.O. 3 171/4" MIN. R.O. Project Address JOINING .NOTES 7 7 7 10 5775 W Mill Rd, ANDERSEN VINYL TRIM STRIP 10 1 �4 'Q Mattituck, NY 11952 ANDERSEN ALUMINUM `'TRIM STRIP 20 ANDERSEN NON—REINFORCED JOINING Project Type ANDERSEN ALUMINUM REINFORCED JOINING �BE-SERIES DOUBLE--HUNG JAMB F E-SERIES AWNING JAMB K E-SERIES AUXILIARY JAMB K P E~-SERIES OUTSWING DOOR JAMB 0 ANDERSEN STEEL REINFORCED JOINING SCALE: 3" = 1'-0" SCALE: 3" = 1'-D" SCALE; 3" _ 1'-0" SCALE: 3" = 1'-O" Lift Re n ova t I o n ANDERSEN STEEL CLIP JOINING ANDERSEN L.VL REINFORCED JOINING H Revisions ANDERSEN FIBERGLASS REINFORCED JOINING 13 Design Development 03-14-2022 ANDERSEN INTERIOR TRIM FIELD APPUED BY OTHERS T3 Revised per Owner 04-I I-2022 'K INTERIOR TRIM SUPPLIED BY AND FIELD APPLIED BY f' 14 - F;r Revised per Owner 04 21-2022 OTHERS ; C5 6 a ' Kitchen revised per Owner 06-16-2022 � � M W_ a STRUCTURE SUPPLIED AND FIELD APPLIED BY OTHERS �" z ; z :� Updated w/Seating Layout 07 20 2022 l'�.�+ M ANDERSEN VINYL. INTERIOR COVER FIELD APPLIED BY Revised Seating Layout 08 112022 OTHERS ►— .� .� �a 00 Revised per SCDHS Food Control 09-12-2022 -. �r 4"J ANDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED r( Plans Revsed per Owner 09-28-2022 BY OTHERS Lighting Plans Revsed per Owner I0 14 2022 4"P ANDERSEN 3 3 FIBREX TRIM COVER FIELD APPLIED +� " " o Lighting Plans Revised per Owner 10-21-2022 4 g/16 2 �/ 2 7/ x 13Y OTHERS 0 0 0 r Construction Documents 1 1-02-2022 BLOCKING SUPPLIED AND FIELD APPLIED BY OTHERS 10 10 10 ir_ 40 Revised and Resubmitted to Town 2-15-2023 ANDERSEN ADJUSTABLE MULL COVER 7 8 7 8 7 8 — � Issued to Owner for Review 3-15-2023 4 2 4 2 4 2 6 1/4" Revised and Resubmitted to Town 5-17-2023 1 1 19 1 19 15 Revised and Reissued 6-26-2023 Revised and Reissued to Food Control 9-15-2023 C E--SERIES DOUBLE-HUNG SILL E--SERIES AWNING SILLrL E-SERIES AUXILIARY SILL E-SERIES OUTSWING DOOR THRESHOLD �visedandRessued 9262023 Resubmitted to Town 10-26-2023 2 SCALE: 3" = 1'-0" 2 SCALE; 3" 1'-0" *?� SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'—D" LOW PROFILE THRESHOLD Food Control Approved 1 1-20-2023 Revised and Reissued 1 1-21-2023 Revsed and Reissued 12-6-2023 --- Revised and Reissued 1-29-2024 J J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY /+� UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A 7 / r N AL M ty� VIOLATION OF SECTION 1209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. ; aEVIEWED BY ZBA 7 I ;� r EDECISION# 3 � _ � I,i� oo I DATED' �__=-- _� 7-D� - I Drawing Title z o Window Door Detalb �5 G G G ►- �°: g B B cv SCTM# 1000-106.00-06.00-003,000 BUILDING No: 15 5 5/8" 8 SCDHS No.: C-21-0373 JM2 No: 2022-0642 1 2 ZBA No: 7573 DATE: 3/6/2024 5 A" FDL GRILL VERTICAL 1 y' X 5 3 16" LVL. JOIN �HVERTICAL 1 " X 3 1 /2 11 LVL JOIN M VERTICAL 1 " X 3 1 2" LVL JOIN R E-SERIES OUTSWING DOOR THRESHOLD SEAL t SIGNATURE: DESIGNED BY: TF NOT TO SCALE SCALE; 3" = 1'-0" DOUBLE—HUNG / DOUBLE-HUNG , SCALE: 3" 1'-0" AWNING / AWNING 2 SCALE: 3" = 1'-0" AUXILIARY / AUXIUARY SCALE: 3" = 1'—O" STANDARD THRESHOLD CHECKED BY: Checker �•� �LEE /!q�/,�� SCALE: 3"= I'-011 DWG No: 3945 ypQ� Aml F NEB Oml OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �� S�UrjyO P.O.Box 1179 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 • COQ http://southoldtownny.gov �1��4UNT`I,� RECEIVED ZONING BOARD OF APPEALS C3 3.1-°I T►M Town of Southold JAN - 9 2024 outhold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 16, 2021 ZBA FILE: 7573 AMENDED JANUARY 4, 2024 NAME OF APPLICANT: North Fork Project, LLC/Old Mill Inn PROPERTY LOCATION: 5775 Mill Road(Adj. to Mattituck Creek), Mattituck,NY 11952 SCTM: 1000-106-6-3 S_EQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 25, 2021 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 November 18,2021. 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 CONSISTENT with LWRP Policy 2: Preserve historic resources of the Town of Southold and therefore is CONSISTENT with the LWRP. The recommendation is based upon the fact that the building was constructed pre-zoning and is a cultural asset to the community. TOWN OF SOUTHOLD PLANNING BOARD: The Southold Town Planning Board upon request reviewed the application and replied to the ZBA on October 21, 2021 and offered support of the variance request for this application. "This historic building is a community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact; the Planning Board recognizes that in order to `renovate and retain' these historic, non-conforming, pre-existing structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concerns: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. Page 2,December 16,2021,Amended January 4,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway." PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 4,829 square feet, .11, irregular-shaped waterfront parcel located in the M-II zoning district measures 15.81 feet and 98.35 feet along Mill Road, then runs east 53 feet along Town of Southold lands known as "Easement No. 1" over a concrete retaining wall at the apparent high-water mark and into the Mattituck Creek,then the lot line follows the structure and runs over Mattituck Creek 32 feet north (the structure is cantilevered over the water), 15.01 feet and continues north 80 feet connecting the building to exterior decking over water and then returns 46.58 over decking, the creek and wooden bulk-heading to an upland earthen area at Mill Road. The subject parcel is developed with a historic one and one-half story wood-frame building(formerly an 181h Century tidal mill),wooden bulkhead,wood deck with railing and a floating wood dock as shown on the survey prepared by Nathan Taft Corwin III, Land Surveyor and last updated for lot coverage on June 2,2021. The subject property also controls two easement areas (Easement No. 1 and Easement No. 2) owned by the Town of Southold and a separate lot where the waste-water sanitary system is located. Easement No. 1 is an irregular shape and measures 53 feet along the southern lot line of the subject property to and over the Mattituck Creek, then runs 26.96 feet along the creek and over rocks at the apparent high-water mark, then 9.5 feet and 23.75 feet over rocks at the Mattituck Inlet, then continues 6.85 feet and 21.43 feet at Mill Road and returns along a radius-17 feet and 28.32 feet, along Mill Road. This area is used by the applicant for storage, access to the existing structure and also contains a propane tank used by the applicant. Easement No. 2 is located on the opposite side of Mill Road,facing Easement No. 1 and is also irregular-shaped and measures 4.69 feet and 24.2 feet along Mill Road,then runs southwest 26.4 feet along a separate lot owned by the applicant,then continues 26.66 feet along a commercially developed lot to the south and continues 17.57 feet along the same lot and returns 20.32 feet back to Mill Road. This area is used for storage by the applicant. The separate lot owned by the applicant,across the street from the subject parcel, is known as SCTM: 1000-106-6-4.1 (this parcel is where the sanitary system servicing the subject property is located). It measures 162.15 feet, then continues 134.32 feet along Mill Road, then crosses the terminus of Mill Road and runs east 53.97 feet to the Mattituck Creek and follows a wood bulk-head 35.26 feet along the creek,then runs 68.27 feet along a commercially developed lot and continues 295.99 feet back to Mill Road. The parcel contains the Easement No. 2 area, a frame garage and a one and two story wood-frame building and the waste-water treatment facility for the subject property. Easement area No. 1 and No. 2, along with the separate lot, owned by the applicant, known as SCTM: 1000- 106-6-4.1 are all integrally intertwined and developed and used as a single parcel developed prior to zoning and as part of a mill complex and later access point to a no longer existent bridge. BASIS OF APPLICATION: Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-3. RELIEF REQUESTED: The applicant requests several variances to alter,renovate and restore a non-compliant, pre-existing restaurant building in the MII Zone, and make it FEMA compliant, requiring a front yard setback of 35 feet, where the applicant proposes 10 inches; a required rear yard setback of 25 feet, where the applicant proposes 8 inches; a required minimum side yard setback of 25 feet, where the applicant proposes 0 feet; and maximum lot coverage of 30%, where the applicant proposes 69.1%. As part of the application, the applicant Page 3,December 16,2021,Amended January 4,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 proposes to reduce structural lot coverage by 2.7% and restore and renovate the restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior,open air decking. ADDITIONAL INFORMATION: The subject parcel was developed in the early 19th Century by the Cox family as a tidal, grist mill and was converted to a restaurant/inn in the early 20th Century, popularized during Prohibition and known for its `trap door' from the structure cantilevered over the Mattituck Creek allowing access for deliveries by boat, rumored to have been used by `rum-runners'. The existing Old Mill structure lies on a non-conforming 4,829 square feet parcel which is partially underwater land with a large portion of the structure cantilevered over the creek. A small area of existing improvements lies within the adjacent 1,365 square feet easement area (No. 1). In order to preserve the deteriorating structure, the applicant proposes to elevate the existing two-story restaurant structure 4.5 feet (to achieve FEMA compliance) and replace and reinforce the existing steel and timber substructure. 388 square feet of the existing one-story structure (main dining hall of the restaurant) will be removed and replaced with a one-story open-air porch along with the removal of the remainder of the one-story structure, which will be replaced with open air decking. Exterior upgrades including siding, windows, doors and roof will be completed as part of the scope of work. Overall, the applicant proposes to maintain existing conditions while reducing lot coverage from 73.7%to 69.1%. The subject property is not listed on the Society for the Preservation of Long Island Antiquities nor is it listed on the Town of Southold Historic Preservation Commission. Mill Road, at an earlier time, crossed the Mattituck Creek at the subject parcel via a swing-bridge that was removed after storm damage in the late 1950's. Easement area No. 1 is formerly the bridge landing for the westside access point. Currently, Mill Road termites in front of the subject parcel and allows access to two property owners south of the site. Additionally,Mill Road has served as a parking area for the subject property. The applicant provided copy of the deed to the property and Easement Agreement between the Town of Southold and the applicant,which states:"Whereas,Grantor has determined that the Easement Area is no longer used or maintained by the Town of Southold or its residents and serves no public need or benefit...". Multiple images of the structure were supplied illustrating the building's evolution,over 120 years,from a grist mill to a popular,waterside restaurant. Many letters of support were received prior to the public hearing for this application. A farmer and area neighbor spoke about the importance of maintaining this structure for the community's benefit;they also shared personal testimony about their ancestors who worked on the building and maintenance of the structure during the 19th Century. The subject parcel is the recipient of ZBA decision #959 issued October 6, 1966 allowing placement of directional signage (now non-existent)at various points leading to the restaurant. During the public hearing the applicant stated that they are currently seeking approval for an upgraded Innovative/Alternative sanitary system with an application pending with Suffolk County Board of Health. The proposed upgraded system will be located across the street from the subject parcel, located on lands owned by the applicant and known as SCTM: 1000-106-6-4.1. This lot is developed with the current sanitary system serving the existing restaurant and it is also improved with a one and two story wood frame `tower' structure, previously used for storage. As part of the public hearing the applicant stated that they are reducing interior restaurant occupancy from an existing 150+ seats to an overall, interior, occupancy of 50, including the bar area. The applicant proposes an Page 4,December 16,2021,Amended January 4,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 additional 35 exterior seats contained on the porch and decking and will retain a portable`port-a-potty'bathroom for deck patrons to reduce the need for on-site wastewater management. No kitchen cooking facilities are proposed for the restaurant and the exhaust system(currently visible from the water) is proposed to be removed as part of the application,along with the removal of the stone fireplace in the bar area. A modest size,all electric kitchen was discussed to fulfill food preparation needs for restaurant patrons, although this was not included in the plans provided. The applicant indicates they would like to maintain employee housing on the second floor of the structure or use this space as personal housing or storage. No plans were included in the application to illustrate residential use on either the subject site or the `tower' property across Mill Road, also owned by the applicant, where the proposed I/A sanitary system servicing the restaurant is to be located. In a letter dated December 19,2023,the applicant's representative requested an amendment to the decision to allow the installation of infrared heaters in the ceiling of an open-air porch, and reasoned that the use of the subject infrared heaters does not convert the open air porch to heated conditioned space. All is depicted on Architectural Plans prepared by John Lee Mahler,Architect,last revised June 26,2023. Based upon this information, at the January 4,2024 Regular Meeting, the Board members voted unanimously to amend Condition#4. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2, 2021 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the south. The Old Mill is in fact an integral part of the character of the surrounding community that is beloved by the residents of Mattituck and the entire town. The relief sought is essential to allow this structure to continue to strengthen the character of the neighbor for decades to come. All of the proposed improvements will replace or restore existing structures that are similarly non-conforming. Numerous letters in support from neighboring landowners on both sides of the Mattituck Creek and other members of the community confirm that the proposed renovation will be an enhancement to the nearby properties. 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 benefit sought by the applicant cannot be achieved by any feasible method other than variance relief. This parcel is perhaps the most constrained parcel in the Town of Southold. The benefits sought are not personal to the applicant;they are shared by the community by way of the preservation and restoration of a beloved, historic structure and restaurant. Due to the extent of the pre-existing non-conformities, there is clearly no conceivable way to restore the Old Mill Inn without the request relief. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 71.5%relief from the code relative to reduced minimum front yard setback, 68% relief from the code relative to reduced minimum rear yard setback, 100% relief from the code relative to reduced minimum side yard setback,and 39.1%increase over maximum lot coverage of 30%as allowed in the MII zone per code. However, while the setback relief may be mathematically substantial, it is not practically substantial since it will only Page 5,December 16,2021,Amended January 4,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 allow what has been on the site for 200 years to remain. Absent relief,the structure will continue to deteriorate and will eventually and inevitably be lost. As for excessive lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7%lot coverage to 69.1%. Moreover, if the square footage of the easement area(s) and the owner's additional lot where the subject parcel's sanitary system is located are considered,the net lot coverage would be substantially less. 4. Town Law X267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an IA sanitary system is proposed to further protect water quality. 5. Town Law V67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a FEMA compliant, restored and renovated historic tidal mill previously converted to a restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on �:*w ni^^ and nr^h:+o +..-^' Di^n^ prepared by "ro^.' Kfa �nteet,and last revised Tuly 302021. Amended Plans prepared by John Lee Mahler,Architect last revised June 26,2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to apply for and receive New York State Department of Environmental Conservation (NYSDEC)approval for the proposed alterations prior to commencing work. Evidence of this approval is to be provided to the Zoning Board of Approval to their satisfaction prior to the issuance of a building permit. 2. The applicant shall receive Suffolk County Department of Health Services approval for the installation of a waste-water treatment system suitable for the proposed restaurant use. 3. The applicant shall receive Town of Southold Trustees approval for the proposed alterations. The exterier per-rah is to r-emain open and unheate&uneenditiened spaee without the benefit E) ser-eening,windows A-F An enelesum of afty kind other-than the pFepesed 4. The exterior porch must remain open to the air on three sides at all times and enclosed only with the porch roof, shall be used seasonally, as weather permits, may only be heated and cooled with infrared heating elements and fans installed in the porch roof, and may not be enclosed with walls of any kind, either fixed or temporary. 5. All decking shall remain open to the sky. 6. No exterior amplified music of any kind is permitted. Page 6,December 16,2021,Amended January 4,2024 #7573,North Fork Project,LLC SCTM No. 1000-106-6-3 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) (�;eslie Kanes Weisman, Chairperson Approved for filing // � /2024 AMENDED JANUARY 4,2024 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �QF S0 - 53095 Main Road• P.O. Box 1179 �Dantes �!IO ra Southold,NY 11971-0959 Patricia Office Location: Eric antes Town Annex/First Floor, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Ol,,.coU '� South a1�Yi 1�i�9�1 http://southoldtownny.gov LI5 DEC 2 2�� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD thold�own,Clerk Tel.(631)765-1809 •Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING,OF DECEMBER 16,2021 ZBA FILE: 7573 NAME OF APPLICANT: North Fork Project, LLC /Old Mill Inn PROPERTY LOCATION: 5775 Mill Road(Adj.to Mattituck'Creek),MattituGk,NY 11;952 SCTM:, 10007106-6-3 SEORA DETERMINATION:The Zoning Board of Appeals has visited the property,under consideration in this application and determines that this review falls under the Type.II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning,issued its', reply dated August,25, 2021 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 November 18,2021. 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 CONSISTENT with LWRP Policy 2: Preserve historic resources of the Town of Southold and therefore is CONSISTENT with the LWRP. The recommendation-is based upon the fact that the building was constructed pre-zoning and is a cultural asset to the-community. TOWN OF SOUTHOLD-PLANNINGBOARD: The Southold Town Planning Board upon request reviewed the application and replied to the ZBA on October 21, 2021 and offered support of the variance request for this application. "This historic building is a•community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact;the Planning Board recognizes that in order to `-renovate and retain' these historic, non-conforming, pre-existing structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concerns: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. Page 2, December 16,2021 #7573,North Fork Project, LLC SCTM No. 1,000-106-6-3 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 4,829 square feet, .11, irregular-shaped waterfront parcel located in the M-II zoning district measures 15.81 feet and 98:35 feet along Mill Road, then runs east 53 feet along Town of Southold lands known as "Easement No. 1" over a concrete retaining wall at the apparent high-water mark and into the Mattituck Creek,then the lot line follows the structure and runs over Mattituck Creek 32 feet north (the structure is cantilevered over the water), 15.01 feet and continues north 80 feet connecting the building to exterior decking over water and then returns 46.58 over decking, the creek and wooden bulk-heading to an upland earthen area at Mill Road. The subject parcel is developed with a historic one and one-half story wood-frame building(formerly an 1$th Century tidal mill),wooden bulkhead,wood deck with railing and a floating wood dock as shown on the survey prepared by Nathan Taft Corwin III, Land, Surveyor and last updated for lot coverage on June 2,2021. The subject property also controls two easement areas (Easement No. 1 and Easement No. 2) owned by the Town of Southold and a separate lot where the waste-water sanitary system is located. Easement No. 1 is'an irregular shape and measures 53 feet along the southern lot line of the subject property to and over the Mattituck Creek, then tuns 26.96 feet along the creek and over,rocks at the apparent high-water,}nark, then 9.5 feet and 23.75, feet over rocks at the Mattituck Inlet, then continues 6.85 feet and 21.43 feet at Mill Road and returns along a radius 1-7 feet and 28.32 feet, along Mill Road. This area is used by the applicant for storage,access to the existing structure,and also contains a propane tank used by the applicant. Easement No. 2 is located on the opposite side of Mill-Road,facing Easement No. I and,is also irregular-shaped and measures,4.69 feet an 24.2 feet along Mill Road, then.runs southwest 26.4 feet along a separate lot owned by the applicant,then continues 26.66 feet along a commercially developed lot to_the south and continues 17.57 feet along the same lot and returns 20.32 feet back to Mill Road. This area is used for storage by the applicant. The separate lot owned by the applicant,across the street from the subject parcel,is known as SCTM: 1000-106-6-4.1 (this parcel is where the sanitary system servicing the subject property is located). It measures 162.15 feet, then continues 134.32 feet along Mill Road, then crosses the terminus of Mill Road and runs east 53.97 feet to the Mattituck Creek and follows a wood bulk-head 35.26 feet along the creek,then runs 68.27 feet along a commercially developed lot and continues 295.99 feet back to Mill Road. The parcel contains the Easement No. 2 area, a frame garage and a one and two story wood-frame building and the waste-water treatment facility for the subject property. Easement area No. 1 and No. 2, along with the separate lot, owned by the applicant, known as SCTM: 1000- 166-6-4.1 are all integrally intertwined and developed and used as a single parcel developed prior to zoning and as part of a mill complex and later access point to a no longer existent bridge. BASIS OF APPLICATION: Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30,,2021 Notice of Disapproval based on an application for a permit-to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required'front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-3. RELIEF REQUESTED: The applicant requests several variances to alter,renovate and restore a non-compliant, pre-existing restaurant building in the MII Zone, and make it FEMA compliant, requiring a front yard setback of 35 feet, where the applicant proposes 10 inches; a required rear yard setback of 25 feet, where the applicant proposes 8 inches; a required minimum side yard setback of 25 feet, where the applicant proposes 0 feet; and maximum lot coverage of 30%, where the applicant proposes 69.1%. As part of the application, the applicant Page 3, December 16,2021 #7573,North Fork Project, LLC SCTM No. 1000-106-6-3 proposes to reduce structural lot coverage by 2.7% and restore and renovate the restaurant to include, when complete: 1,455 square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior, open air decking. ADDITIONAL INFORMATION: The subject parcel was developed in the early 19th Century by the Cox family as a tidal, grist mill and was converted to a restaurant/inn in the early 201h Century, popularized during Prohibition and known for its `trap door' from the structure cantilevered over the Mattituck Creek allowing access for deliveries by boat, rumored to have been used by `rum-runners'. The existing Old Mill structure lies on a non-conforming 4,829 square feet parcel which is partially underwater land with a large portion of the structure cantilevered over the creek. A small area of existing improvements lies within the adjacent 1,365 square feet easement area (No. 1). In order to preserve the deteriorating structure, the applicant proposes to„ elevate the existing two-story restaurant structure 4.5 feet (to achieve FEMA'compliance) and replace and reinforce the existing steel and timber substructure. 388 square feet of the existing one-story structure (main dining hall of the restaurant) will be removed and replaced with a one-story open-air porch along with the removal of the remainder of the one-story structure, which will be replaced-with open air decking. Exterior upgrades including,siding, windows, doors and roof will be completed as part of the scope of work. Overall, the applicant proposes to maintain.existing conditions while reducing lot coverage from 73.7%to 69.1%. The subject property is not listed on the Society for the Preservation of Long Island Antiquities nor is it listed w on the Ton of Southold Historic Preservation Commission. Mill Road, at an earlier time,;crossed the_Mattituck Creek,at the subject parcel via a swing-bridge that was . removed after,storm,damage in the late 1950's., Easement-area,No. 1 is`formerly the bridge landing for the westside access point. Currently, Mill Road termites in front of the subject parcel and allows access to two property owners south of the site, Additionally,Mill Road has served as a parking area,for the subject property. The applicant provided copy of the deed to the property and Easement Agreement between the Town of Southold and the applicant,which states:`-`Whereas,Grantor has determined that the Easement Area is no longer used or maintained by the Town of Southold or its residents and serves no public need or benefit,..". Multiple images of the structure were supplied illustrating the building's evolution,over 120 years;from a grist mill to a popular,waterside restaurant. Many letters of support were received prior to the public hearing for this application. A farmer and area neighbor spoke about the importance of maintaining this structure for the community's benefit;they also shared personal testimony about their ancestors who worked on the building and maintenance of the structure during the 19th Century. The subject parcel is the recipient of ZBA decision #959 issued October 6, 1966 allowing placement of directional signage (now non-existent) at various points leading to the restaurant. During the public hearing the applicant stated that they are currently seeking approval for an upgraded Innovative/Alternative sanitary system with an application pending with Suffolk County Board of Health. The proposed upgraded system will be located across the street from the subject parcel,_located on lands owned by the applicant and known as SCTM: 1000-106-6-4.1. This lot is developed with the current sanitary system serving the existing restaurant and it also improved with a one and two story wood frame `tower' structure, previously used for storage. As part of the public hearing the applicant stated that they are reducing interior restaurant occupancy from an existing 150+ seats to an overall, interior, occupancy of 50, including the bar area. The applicant proposes an Page 4, December 16,2021 #7573,North Fork Project, LLC SCTM No. 1000-106-6-3 additional 35 exterior seats contained on the porch and decking and will retain a portable`port-a-potty' bathroom for deck patrons to reduce the need for on-site wastewater management. No kitchen cooking facilities are proposed for the restaurant and the exhaust system (currently visible from the water) is proposed to be removed as part of the application,along with the removal of the stone fireplace in the bar area. A modest size,all electric kitchen was discussed to fulfill food preparation needs for restaurant patrons, although this was not included in the plans provided. The applicant indicates they would like to maintain employee housing on the second floor of the structure or use this space as personal housing or storage. No plans were included in the application to illustrate residential use on either the subject site or the `tower' property across Mill Road, also owned by the applicant, where the proposed I/A sanitary system servicing the restaurant is to be located. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2, 2021at 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 X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the' south. The Old Mill is in fact an integral part of the character of the,surrounding community that is beloved by the residents of Mattituck and the entire town. The rellef sought is essential to,allow this structure to continue to strengthen the character of the neighbor for decades_to,come. All of the proposed itriprovements will replace or restore existing structures that are similarly non-conforming. Numerous letters in support from'neighboring, landowners on both sides of the Mattituck Greek and other members of the community confirm that the proposed renovation will be an enhancement to the nearby properties. 2. Town Law §267-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 benefit sought by the applicant cannot be achieved by any feasible method other than variance relief. This parcel is perhaps the most constrained parcel in the Town of Southold. The benefits sought are not personal to the applicant;they are shared by the community by way of the preservation and restoration of a beloved, historic structure and restaurant. Due to the extent of the pre-existing non-cQnformities, there is clearly no conceivable way to restore the Old Mill Inn without the request relief. 3. Town Law &267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 71.5% relief from the code relative to reduced minimum front yard setback, 68% relief from the code relative to reduced minimum rear yard setback, 100% relief from the code relative to reduced minimum side yard setback,and 39.1%increase over maximum lot coverage of 30%as allowed in the MII zone per code. However, while the setback relief may be mathematically substantial, it is not practically substantial since it will only allow what has been on the site for 200 years to remain. Absent relief,the structure will continue to deteriorate and will eventually and inevitably be lost. As for excessive lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7%lot coverage to 69.1%. Moreover, if the square footage of the easement area(s) and the owner's additional lot where the subject parcel's sanitary system is located are considered, the net lot coverage would be substantially less. 4. Town Law X267-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 Page 5,December 16,2021 #7573,North Fork Project, LLC SCTM No. 1000-106-6-3 applicant must comply with Chapter 236 of the Town's Storm Water Management Code and an IA sanitary system is proposed to further protect water quality. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and-it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a FEMA compliant, restored and renovated historic.tidal mill previously converted to a restaurant to include, when complete: 1,455, square feet of one-floor, interior restaurant space with second floor living/storage; 388 square feet open porch and 922 additional square feet of exterior,open air decking while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on Site Plan,and'Architectural Plans prepared by Meryl Kramer,Architect, and last revised July 30, 2021. SUBJECT TO,T"'HE.FOLLOW.ING CONDITIONS: .1. The applicant:is to,apply for,and,receiv6:New,Ygik State.Pepartment,.of EnvironmentaLConservd6bri. .-(NYSDEC ;approvat'for the proposed,alterations prior to commengnng workk.=Eviddnde.of this app ouaI is to be provided to the Zoning,Board"of Approval to their satisfaction prior to the,issua?ce of a building. permit. 2. The applieant shall receive Suffo"lk County Department of Health Services approvgl--for the installation of a waste-water treatment system suitable,for the proposed restaurant use.. 3. The applicant shall receive Town of Southold Trustees approval for the prbposed,alterations. 4. The exterior porch is to remain open and unheated%unconditioned,space.withoutthe benefit of screening; windows or an enclosure of any kind other than the proposed roof. 5. All decking is to remain open to the sky. 6. No exterior amplified music of any kind is permitted. This approval shall not be deemed effective until the required conditions have been met.At the-discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 6, December 16,2021 #7573,North Fork Project, LLC $CTM No. 1000-106-6-3 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, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the'subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in-this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that theforegoing conditions are,met; and failure-to comply,therewith will render this approval null and void. 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'Oecupancy 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. Vote of-the Board: Ayes: Members Weisman(Chairperson)Dantes, Acampora, Planamento and Lehnert. This Resolution was duly adopted(5-0). c ' Leslie Kanes_Weisrilan;"Cha�tpe-son Approved,for filing /o� /2021. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson tQ� SaU�� 53095 Main Road•P.O. Box 1179 Patricia Acampora ® ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® y� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD August 1, 2023 Tel. (631) 765-1809 Tyler Fox, AIA, R.A. JM2 Architecture, P.C. 2410 North Ocean Avenue, Suite 300 Farmingville,NY 11738 Re: De Minimus Request, File #7573 The Old Mill—North Fork Project 5775 West Mill Road, Mattituck SCTM No. 1000-106-6-3 Dear Mr. Fox; We are in receipt of your correspondence dated July 24, 2023 requesting a de minimus approval related to ZBA determination#7573, dated December 16, 2021, in which area variances were granted permitting additions and alteration of an existing restaurant. In your letter, you explained that since the original submission, there have been some minor modifications to the plan, depicted in copy of the architectural plans which you submitted, last revised June 26, 2023, and as follows: 1. Architect has changed to JM2 Architecture, P.C; 2. First floor bathrooms have been revised, including fixture location and HVAC/exhaust. The ADA compliance remains. You further indicate that nothing on the exterior changed; the footprint, decks, and staircase remain as presented. I have reviewed your request and have determined that the changes as depicted are de minimus in nature. Please contact our office if you have any further questions or concerns. Y,/PW7'U 0/)wor Leslie Kanes Weisman, Chairperson cc: Building Department JM2 RC I T E C T U R EPS 2410 North Ocean Avenue,Suite 300 Farmingville, New York 11738 T. (631) 320-3305 F. (631) 320-3307 July 24, 2023 Town of Southold Zoning Board of Appeals REC,jtIFD Town Hall Annex Building JUL � 1 54375 Route 25 223 P.O. Box 1179 Southold, NY 11971 Zoning Board of Appeals Re: 5775 W Mill Rd, Mattituck, NY 11952 SCTM#1000-106-6-3 ZBA Filed#7573 Dear Zoning Board of Appeals, I hope this letter finds you well.We are writing to respectfully request a DeMinimus update to the current architect's drawings that were submitted for review and consideration by the Zoning Board of Appeals. We understand that the Board has previously reviewed the architectural plans based on stamped drawings by Meryl Kramer,who is no longer the lead Architect of the project, and made a decision based on the information presented at that time.We wish to clarify that our request for a DeMinimus is solely intended to provide the Zoning Board of Appeals with the most up-to-date information regarding the proposed project. Our intention is not to alter or challenge the Board's initial decision in any way and does not require a readmission or hearing. The reason for this request is that since the original submission,there have been some minor modifications to the plans,all of which strictly adhere to the zoning regulations and requirements.These changes include the following: 1. Architect has changed to JM2 Architecture, PC; 2. First floor bathrooms have been revised, including fixture location and HVAC/exhaust.The ADA compliance remains; Nothing on the exterior changed—the footprint, decks and staircase remain as presented.We kindly ask that you consider the updated drawings as part of the record for the project, recognizing that no change in your previous decision is necessary or requested. We appreciate the Zoning Board of Appeals' diligent efforts in reviewing our proposal and thank you for your time and consideration. If you have any questions or require additional information, please feel free to contact my office at(631) 320-3305. Very truly yours, c- ED AROyi ti T9j, 0443BB OQ`� FOF NE�N� Tyler Fox,AIA, R.A. License#044388 JUL 1 2023 Zoning Board of Appeals Fuentes, Kim From: Fuentes, Kim Sent: Thursday,July 20, 2023 9:52 AM To: 'tyler@jm2architecture.com' Cc: Dwyer, Tracey; Sakarellos, Elizabeth;Westermann, Donna Subject: RE: North Fork Project amendment#7573 Attachments: 7573 North Fork Project - Old Mill.pdf Tyler, We received your letter dated July 18 requesting a de minimus change. The subject request is for the restaurant, correct? I've attached the ZBA decision. Please indicate in your letter, the file No., and a complete narrative describing the proposed changes; i.e. "minor modifications to the plans". These changes should also be detailed and reflected in the amended site plan/building plans that you submit to us—both digital and 3 hardcopies. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kimfa southoldtowuny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 From: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Sent:Thursday,July 20, 2023 9:32 AM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us>; Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>; Westermann, Donna<donnaw@town.southold.ny.us> Subject: FW: North Fork Project amendment Please contact Tyler, as to what you need from him. Thank you, Tracey 1 From:Tyler Fox, AIA<tyler@im2architecture.com> Sent:Tuesday,July 18, 2023 3:43 PM To: Dwyer,Tracey<tracey.dwyer town.southold.ny.us> Cc:Anthony Martignetti<martignetti@gmail.com>;James Manicone<james(CD8m2architecture.com> Subject: RE: North Fork Project amendment Tracey— Good afternoon. Please see the attached "DeMinimus" Letter for your use. Let me know if you require anything original copies from me, or any additional information. Thank you, _ Tyler Fox, AIA AR � L ITECTUREpc, JM2 Architecture, P.C. 2410 North Ocean Avenue, Suite 300 Farmingville, NY 11738 T 1 631.320.3305 x308 D 1 631.636.0936 F 1 631.320.3307 JM2Architecture.com This message and any attachments are confidential to the ordinary user of the e-mail address to which it was addressed and may also be privileged. If you are not the intended recipient you are hereby advised that any unauthorized disclosure,copying, distribution or the taking of any action in reliance or)the contents of this message is strictly prohibited. If you have received this e- mail in error, please notify the sender immediately by return e-mail and then destroy this document and any copies in any form immediately.The recipient should check this email and any attachments for the presence of viruses.The sender accepts no liability for any damage caused by any virus transmitted by this email. ® Please consider the environment before printing this email. From:Anthony Martignetti<martienetti@gmail.com> Sent: Monday,July 17, 2023 10:03 AM To:James Manicone dames@Im2architecture.com>;Tyler Fox,AIA<tyler im2architecture.com> Subject: Fwd: North Fork Project amendment See below ---------- Forwarded message--------- From: Dwyer,Tracey<tracey.dwyer town.southold.ny.us> Date: Mon,Jul 17, 2023 at 9:08 AM Subject: RE: North Fork Project amendment To:Anthony Martignetti<martignetti@email.com> 2 EGRE55 CALCULATIONS PROJECT DATA Architect of Record: A5 PER TABLE 1004.5 OF THE 2020 NEW YORK STATE BUILDING CODE, OCCUPANCY LOADS ARE A5 FOLLOWS: ® - -� ADDRE55: 5775 W MILL RD, MATTITUCK, NY 1 1952 SECTION BLOCK LOT: 1000-106.00-06.00-003.000 ® � ZONING: TOWN OF SOUTHOLD MARINE II (MII) JM2 FIRST FLOOR 5% A55EMDLY(TABLES/CHAIRS) 800 5F/ 15 SF/OCC = 53.3 OCCUPANTS `TPgG 0 8 USE: FIR5T FLOOR BAR,SECOND FLOOR APARTMENT 1 [� COMMERCIAL KITCHEN 300`iF/200 5F/OCC= _ 1.50 OCCUPANTS ®�l�s © OCCUPANCY CLASS: A 2 R 2(I HOUR FIRE SEPARATION REQUIRED) R C I T E C T U R E p C I!`ETOTAL= 54.8(55)OCCUPANTS �q CONSTRUCTION CLA55: 4(HEAVY TIMBER)4 5B(UNPROTECTED WOOD FRAME) 51TE AREA: 0.124 ACRE(5401.44 5F) SECOND t THIRD FLOORSe %,s PROP05ED SOFT: 3,080 RESIDENTIAL 1,482 5F/200 5F/OCC= 7.41 OCCUPANTS SCOPE OF WORK: 1)BUILDING LIFT t GUT RENOVATION JM2 ARCHITECTURE,PC ACCE550RY STORAGE 685 5F/300 5F/OCC = 2.28 OCCUPANTS ` 11 2410 NORTH OCEAN AVENUE RECREATION ROOM ® V..sttituc k.Creek £ SUITE 300 TOTAL= 9,69(10)OCCUPANTS ® 11--! 'y;raccesssate FARMINGVILLE NY, 11738 F„9?titu�k IN ACCORDANCE W/SECTION 1005.3.2 OF THE NY513C, MINIMUM EGRESS WIDTH REQUIRED SHALL BE AS FOLLOWS: % Park.District T 631.320.3305 F 631.320.3307 Ox y Vel r FIRST FLOOR= 55 OCCUPANTS x 0.15 = 8.25', 3'-0""MIN.WIDTH,(2)EXITS PROVIDED ru tt t sruree°'You SECOND�THIRD FLOORS 10 OCCUPANTS x 0.15 = 1.5", 3'-0""MIN.WIDTH,(1)EXIT PROVIDED �l ¢ Applicant: Jm atu_I.F"1'w4.?_+..: ,1 Anthony Martignetti TRAVEL D15TANCES E�nta Art 3 Nau�ies°r r 'fi _P 8 East 92nd 5t, A-250 FT 5PRINKLERED O � °� p New York,NY 10128 ® con,^'.etli�l Cioc? �aaa (917)535 3777 IN ACCORDANCE W/SECTION 1006.2.I OF THE NY5BC: 36;11 R-2 WITH ONE EXIT-MAXIMUM COMMON PATH OF EGRE55 TRAVEL DISTANCE= 125' O ® ® ® _ s.1attiti+ck Inlet Marina ® r tan�`craftGa+den Architect of Record: e0 pers�� �v+ 15'tt �`�k,,N po` Foundation JM2 Architecture,PC ead dc r nlattrt�ck,NY 3 iQvz EMPLOYEE BATHROOM ® ` r4ick2�ur-e a ,o¢b 2410 North Ocean Ave.Suite 300 HALL ctrrn 's Y3:h1 Centp• _. m 0 ° Farm;ngville,NY 11735 (631)320-3305 RECEIVED UP ECHANICALfor SUBJECT c b PROPERTY "`� Structural Engine r: jUL 2023 E2 Engineers,F osis o 488 Montauk Ave Zoning Board o: SPP 'a New London,CT 06320 e S (860)437-3259 ROOFED OVER ti �d8 MEP En sneer: PATIO BELOW EMPLOYEE OFFICE NGR BATH ROO a g Emtec Consulting Engineers DPC ��o�x,lo°'� da 3555 Veterans Memorial Hwy,Suite M CL. Mill�`ad F' se"' Ronkonkoma,NY 11779 CL. r (G3 1)356-2176 SHELVES ' KEY MAP N N .T,5 . 5urve or: e Nathan Taft Corwin III 30"x 80" 30"x 80" 1586 Main Road, N� s � w ® w ® ®� ® - � ® ® Jamesport,NY11947 V i 75'TRAVEL DISTANCE< 125' GENERAL BUILDING NOTES (G31)727 2090 Q MPLOYEE CHANGING ROOM ® 1.ALL WORK SHALL COMPLY WITH THE"2020 NEW YORK STATE CODE"AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. Protect Name J' MANAGER OFFICE 2.ALL 5UB-CONTRACTOR5 SHALL CHECK,VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND REPORT ANY OO 0 DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. `0 SPECIFICATIONS.3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF A.5.T.M. 5775 W Mill Rd 4.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND DETAIL DRAWINGS OVER SMALL SCALE DRAWINGS. 5.THERE SHALL BE NO PROCESSES TO BE CONDUCTED IN THE BUILDING THAT WILL PRODUCE AIR CONTAMINATES WHICH MAY BE INJURIOUS TO THE Protect Address HEALTH RI RESIDENTS. 5775 V 1I Mill Rd, G. ELECTRICAL RECEPTACLES, LIGHTS AND OTHER EQUIPMENT SHALL CONFORM TO CODES HAVING JURISDICTION. 7.TENANTS AND OWNERS SHALL BE FULLY AWARE OF AND CONFORM TO ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH 2 ADMINISTRATION, Mattltuck, NY 11952 Second Floor- E re55 3 � 8. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE OF ANY BUILDING. 9. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY 3/ 1 G 1 i-O�i �- I WRITTEN APPROVAL OF TOWN BUILDING DEPARTMENT. Protect Type 10.ALL CtD MATERIALS EXPORTED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NYSDEC FACILITY, LOAD/TRANSFER TICKETS TO BE RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD IF REQUIRED FOR THE RECORD. Lift Renovation COUNTER GENERAL NOTE5 W/UNDERCOUNTER FRIDGE I. TOWN OF SOUTHOLD DATUM NAVD 88 Revisions 2. ALL ROOF DRAINS SHALL BE PIPED TO DRAINAGE SYSTEM WITH MIN, 6"DIA. PVC 5DR 35 PIPE, Design Development 03-14-2022 PON 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE Revised per Owner 04-11-2022 %,) CERTIFIED TO THE TOWN ENGINEER'S 5AT15FACTION AT APPLICAN75 EXPENSE." 4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS.ALL UTILITIES SHALL BE INSTALLED BELOW GRADE. Revised per Owner 04-21-2022 DINING 5. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL,EXCAVATION,MINING,OR SIMILAR DISTURBANCE OF LAND REQUIRES AN Kitchen revised per Owner 06-16-2022 OPEN APPROVED 51TE PLAN.COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL 15 PROHIBITED AND SUBJECT TO LEGAL ACTION. Updated w/Seating Layout 07-20-2022 KITCHEN G. ALL EXISTING OR PROP05ED SUBSURFACE ELECTRIC,TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN Revised Seating Layout 08-11-2022 PERMANENT, IMPROVED SURFACES ARE PROP05ED OVER THE ROUTING PATH. Pi. ' 7. ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND Revised per 5CD115 Food Control 09-12-2022 CEMENT CONCRETE AGGREGATE 15 TO BE CERTIFIED. DOCUMENTATION 15 TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED 15 FROM A NYSDEC Plans Revised per Owner 09-28-2022 REG15TERED OR PERMITTED CONSTRUCTION AND DEMOLITION(C$D)DEBRIS PROCEEDING FACILITY AS SPECIFIED IN SECTION 360-16.I OF 6NYCRR PART 360, Lighting Plans Revised per Owner 10-14-2022 ' o ' "SOLID WASTE MANAGEMENT FACILITIES"." Lighting Plans Revised per Owner 10-21-2022 N 8, CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN V f APPROVAL OF TOWN BUILDING DEPARTMENT. Construction Documents 11-02-2022 U BATH ' 9.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS SHALL BE FOLLOWED. Revised and Resubmitted to Town 2-15-2023 10.THI5 SITE PLAN 15 BASED ON A SURVEY PREPARED BY NATHAN TAFT CORWIN III LAND SURVEYOR DATED JUNE 2, 2021. Issued to Owner for Review 3-15-2023 ' DW Revised and Resubmitted to Town 5-17-2023 DRAWINGLIST Revised and Reissued 6-26-2023 O 1 ° Revised and Reissued 7-28-2023 e �`o,, °i I ° t T-I TITLE PAGE/EGRESS PLAN 5001 STRUCTURAL NOTES 'NAI AF=9 F=9P A-I EXISTING FIR5T FLOOR PLAN 5002 STRUCTURAL NOTES , A-1.1 EXISTING SECOND FLOOR PLAN 5100 PILE LAYOUT PLAN --�i�W ED-BY��1-t ENTRY X A-2 PROP05ED FIRST FLOOR PLAN 5101 FIR5T FLOOR FRAMING PLAN p ECI S I o BATH BATH HALL O c A-2.1 PROP05ED SECOND FLOOR PLAN 5102 SECOND t THIRD FLOOR FRAMING PLANS - A-3 REFLECTED CEILING PLANS 5200 STRUCTURAL 5ECTION5 DATE D': !� 1 ,0 - ---- -- A-4 ELEVATIONS 5201 STRUCTURAL SECTIONS DOCK ' o A-4.1 ELEVATIONS 5300 STRUCTURAL DETAILS A-5 SECTION 5301 STRUCTURAL DETAILS THESE DRAWING5 ARE AN INSTRUMENT OF SERVICE,AND AS A-6 FOOD CONTROL PLAN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 1 9T TRAVEL DISTANCE < 250' A-7 AIR SEAL DETAILS�BATHROOM PLANS UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A x ,�.---_ A-8 INTERIOR ELEVATIONS VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. ' o ^ Dp A-9 ADA, INSPECTIONS,WINDOW SCHEDULE STATE EDUCATION LAW. A-10 WINDOW�DOOR DETAILS FOYER A-10.1 WINDOW$DOOR DETAILS 6 WOOD DECK ROOFED OVER PATIO D-I FIR5T FLOOR DEMOLITION PLAN o C� D-2 SECOND FLOOR DEMOLITION PLAN Drawing Title o o ° I BAR m NOTE5 PER 2020 ECC NY5 Title Pa e / E re55 Plan DN LIFT SECTION 403.1 NOT LE55 THAN ONE THERM05TAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM o - SCTM# 1000 106.00 06.00 003.000 BUILDING No: 114� R403.3.3 DUCT TESTING(MANDATORY) DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACK055 THE SYSTEM, INCLUDING THE SCDHS No.: C-21-0373 JM2 No: 2022-0642 v l MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF THE f TEST. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. ZBA DATE: 612612023 v 7573 -DN ENTRY c P05TCON5TRUCTION TEST:TOTAL LEAKAGE SHALL BE MEASURED WITH A PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA)ACK055 THE ENTIRE SYSTEM, No: ® ® INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 8403.5.1 HEATED WATER CIRCULATION AND TEMPERATURE MAINTENANCE SYSTEMS(MANDATORY) SEAL SIGNATURE: DESIGNED BY: DA HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 8403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 8403.5.1.2.AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS CHECKED BY: JM SHALL BE READILY ACCESSIBLE. ���Ep C, 8403.6 MECHANICAL VENTILATION(MANDATORY) \g �E tij� SCALE: As indicated ' RAMP RAMP THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT COMPLIES WITH THE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE OR DN DN ► SLOPE 1:12 DN SLOPE 1:12 MECHANICAL CODE OF NEW YORK STATE OR NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. 2�v �� �� �� DWG No: OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CL05E WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. 8404.1 LIGHTING EQUIPMENT(MANDATORY) 22'-6" 5'-0" 17'-6" NOT LE55 THAN 90 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. i FIrSt Floor- Egress DUCTS,8403.3.2 SEALING(MANDATORY) DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED.JOINTS AND SEAMS SHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE "9TH 3945 y0� s 3/ 1 Gil 1 1-011 1 OR RESIDENTIAL CODE OF NEW YORK STATE,OR THE NEW YORK CITY CONSTRUCTION CODE,AS APPLICABLE. F NES Architect of Record: JM2�� RC I T E C T U REPS JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 FI 631.320.3307 Applicant: Anthony Martignetti - - - - - - - - - - - - - - - - - - - _ ___ 8 East 92nd 5t,Apt 3 - - — -- New York, NY 10128 (917)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers DEMOLISH ENTIRE EAST I 488 Montauk Ave WING OF BUILDING New London,CT 06320 (860)437-3259 MEP Engineer: EM'00 Consulting Engineers DPC /III 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 ` (631)356-2176 m ' EXISTING WALLII Surveyor: TO BE REMOVED / Nathan Taft Corwin III II _ I - - �� g= - - -- - - - - - - -- - - - - - - - - -� — = =_ __ _=_______ __ =__ — — 7 I 58G Main Road _ J—L J� --� Jamesport,NY 1 194 r =- - - -F- — f - - - - - - - - - _ ® - - (631)727-2090 77-7 F I I I I I LOJ I I JOJ Project Name \\ � I I I I I I I 1111111 5775 WMiII Rd \ _I U ( I EXISTING I I BATHROOMS - - - - - - - - - - FIXTURE5TOBE - - I I REMOVED ( I I I Project Address 5775 W Mill Rd, I I I J L �_ EXISTING MECHANICAL EXISTING WALL ° U L - --- - - - ROOMS TO BE REMOVED Mattituck NY 11952 � I � --� I A I TO BE REMOVED Project Type L - - - - - - '; Lift Renovation III I I NOTE:DEMOLITION WORK TO BE \ U DONE IN CLOSE COORDINATION — — ` Revisions REFER TO WITH BUILDING LIFT — Desi n Development 03-14-2022 NORTH WING OF BUILDING TO BE STRUCTURAL PLANS — — _ g p COMPLETELY DEMOLISHED It LAWFULLYRevised per Owner 04-11-2022 DISPOSED OF -� Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 \ 111 Updated w/5eatmg Layout 07-20-2022 I! I n \ Revised Seating Layout 08-11-2022 Revised per 5CDH5 Food Control 09-12-2022 — J I Plans ReVlsed per Owner 09-28-2022 Lightmg Plans Revised per Owner 10-14-2022 _ _ --- L ght ng Plans Rev sed per Owner 10-21-2022 J Construction Documents 11-02-2022 and itted 2-15-2023 ssued�o Owner for Review o Town 3-15-2023 Revised and Resubmitted to Town 5-17-2023 EXISTING FOYER EXISTING FIREPLACE CHIMNEY Revised and Reissued 6-26-2023 I IIII�� II TO BE REMOVED TO BE REMOVED III I N --F-D BY RA4 17 E: - - - - - � 2 II I I \ I - - - - - - - - -� \� im-JA A-2.0 L�— — — — —J L — — — — — — — — J L — �— — J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS — - - - - - - - - - - — _�� ��-C�� �� �= - �- - -- - - �- -� - ----'-�-==== ��- --- - - ANY — — — — — SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. II 11 UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A \ \ II VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. \\ 1) \\ II STATE EDUCATION LAW, Drawmg Title Demolition- First floor FIr5t Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 1-011 p- 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION N OT E5 ZBA No: 7573 DATE: 6/26/2023 SEAL t SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTILITIES MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND ��RED G, NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g LE q �'j� SCALE: 1/4"= P-0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEBRIS FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF Q� �� �9 �� DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. * I G. CONTRACTOR SHALL LOCATE,SECURE,AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. , 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECESSARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR S� NEW FLOOR FINISHES. "9TH ��NESy4� 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. D = 1 10, ALL EX15TING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND D15CARDED IN PREPARATION FOR NEW. REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: JM2 RC ` ITECTUREpc JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 631.320.3305 F) 631.320.3307 Applicant: Anthony Mart gnetti 8 East 92nd St,Apt 3 New York,NY 10128 - — — — —— — — — — — — —— — — — — — --FF- - � � - - - - - - -- -- - - - - -- — ® — - - - �� (9 17)535-3777 Architect of Record: I I I JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 II II I I I I I I I I Farmingvdle,NY 11738 DEMOLISH ENTIRE EAST I I (G3 1)320-3305 4 I I WING OF 3UILDING Structural Engineer: E2 Engineers A-8 I I I I I 488 Montauk Ave I I 1A New London,CT 06320 III it I I I I I IIII (860)437-3259 11 TI �rF \ MEP Engineer: _ I — ——� / \ r — — J� �" � Emtec Consulting Engineers DPC 7 II \ I I 3555 Veterans Memorial Hwy,Suite M / III III \ I r / jI II I I Ronkonkoma,NY 11779 (631)356-2176 j / I Surveyor: / I Nathan Taft Corwin III m I I I I I I I L — I I m Jamesportn NY 11947 (631)727-2090 Project Name FrTrr \� 11 REMOVE \ 11 CASEWORK IIII I I REMOVE EXISTING L L L L KITCHENETTE I ( III I BATHROOM FIXTURES 5775 W Mill Rd EXISTING STAIRCASE TO BE REMOVED III C1 —JL --� � I Project Address ° 5775 W MITI Rd, --�- ' Mattltuck, NY 11952 II I Project Type ifRenovation III II „ Lt III II �� � I I —_— _J I / I I I I Revs ons Design Development 03-14-2022 Revised per Owner 04-11-2022 — 1111 Revised per Owner 04-21-2022 Kitchen rev sed per Owner 06-16-2022 It _JIU-._ Updated 05eatmg Layout 07-20-2022 Revised Seating Layout 05-11-2022 Revised per 5CDH5 Food Control 09-12-2022 IIII I I ALL EXISTING WINDOWS TO Plans RCV15ed per Owner 09-28-2022 IIII BE REMOVED FOR Light ng Plans Rewsed per Owner 10-14-2022 REPLACEMENT Lightmg Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 iT Revised and Resubmitted to Town 5-17-2023 III EXISTING FIREPLACE III Revised and Reissued 6-26-2023 III � = CHIMNEY TO BE REMOVED � IIII , r-T I _ -BEV I r, n- 775-73 JJ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title Demolition- Second Floor Second Floor - Demo 1 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 /411 — 1 '-011 �-2 SCDHS No.: C-21-0373 JM2 No: 2022-0642 DEMOLITION N OT E5 ZBA No: 7573 DATE: 6/26/2023 SEAL SIGNATURE: DESIGNED BY: DA I. CONTACTOR SHALL RECEIVE ALL APPLICABLE DISCONNECT LETTERS BEFORE REMOVAL ANY UTILITIES. 2. CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. CHECKED BY: JM 3. CONTRACTOR SHALL COORDINATE TO HAVE ALL BELOW GRADE UTULITIE5 MARKED OUT BEFORE EXCAVATION.CONTRACTOR 15 RESPONSIBLE FOR MARK-OUTS 41RED C AND NOTIFICATIONS TO UTILITY COMPANIES PRIOR TO WORK. �g %-V- q SCALE: 114°='I'0" 4. CONTRACTOR SHALL REMOVE ALL EXI5TNG CONCRETE CURB AND ASPHALT IN ACCORDANCE WITH LOCAL LAWS. y�F 5. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL AND DEDR15 FROM PREMISES IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE STATE OF 9 DWG No: NEW YORK AND THE TOWN OF SOUTHOLD. 6, CONTRACTOR SHALL LOCATE,SECURE, AND DISCONNECT AT SERVICE PANEL,ALL CIRCUITS AFFECTED BY DEMOLITION. 7. CONTRACTOR SHALL BE RE57ON51BLE FOR ALL LABOR,SUPPLIES,AND EQUIPMENT NECE55ARY TO COMPLETE DEMOLITION. 8. CONTRACTOR SHALL REMOVE ALL EXISTING FLOORING.ALL GLUE RESIDUE AND ADHESIVE FROM EXISTING FLOOR SHALL BE GROUND DOWN IN PREPARATION FOR �>.� 3945D NEW FLOOR FINISHES. T� of NES _ 2 9. ANY EXISTING VINYL WALL COVERINGS SHALL BE REMOVED AND ADHESIVE SANDED SMOOTH. 10. ALL EXISTING DOOR KNO55 AND HARDWARE SHALL BE REMOVED AND DISCARDED IN PREPARATION FOR NEW, REFER TO DOOR NOTES FOR SPECIFICATIONS. Architect of Record: JM2 R C IT ECTUREpC JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T I 631.320.3305 1`1 631.320.3307 Applicant: Anthony Marbgnetti 8 East 92nd St,Apt 3 New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmmgvdle,NY 11738 (631)320-3305 Structural Engineer: KITCHEN E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engmeer5 DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (631)356-2176 Surveyor: Nathan Taft Corwin III 1586 Main Road, -- Jame5port,NY 11947 D (63 I)727-2090 0 UP Project Name BATH BATH 5775 W Mill Rd MECH. Project Address 5775 WMiII Rd, Mattituck, NY 11952 Project Type MECH. Lift Renovation R6V15IOn5 Design Development 03-14-2022 Revised per Owner 04-11-2022 DINING AREA BAR a Rev15ed per Owner 04-21-2022 Kitchen rev Sed per Owner 06-16-2022 Updated w5eatwn Layout 07-20-2022 Revised Seat ng Layout 05-11-2022 Revised per 5CDH5 Food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner I 0-21-2022 Construction Documents 1 1-02-2022 �❑ Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 Revised and RE1551)ed 6-26-2023 - REVIEWED BY ZBA--- CL. FOYER -Cl 61� i THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS _-- SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. STATE EDUCATION LAW. Drawing Title EX15tln First floor Plan 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 PIr5t f100r - E15tlnq 1 ZBANo: 7573 DATE: 6/26/2023 1 /411 - 11-01, A- 1 .0 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM �T SCALE: 114"= I'-0" � l � DWG No: 3945 OQ Aml 0 e Architect of Record: i JM2� RC ITECTU R Eic JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 fARMINGVILLE, NY, 1 1738 T I 631.320.3305 f 1631.320.3307 Applicant: Anthony Mart gnetti 8 East 92nd 5t,Apt 3 -- — - New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 BEDROOM BEDROOM BEDROOM farmingvdle,NY 11735 (G31)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT OG320 (8GO)437-3259 MEP Engineer: Emtec Consult ng Engineers DPC CL. 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 (G31)35G-217G CL. CL. Surveyor: CL. Nathan Taft Corwin III 1586 Main Road, Jamesport,NY 11947 (G31)727-2090 0 - DN HALL BATH Project Name 5775 W Mill Rd Project Address 0 5775 W Mill Rd, UP Mattituck, NY 11952 Project Type Lift � Renovation Revisions Des gn Development 03-14-2022 CL Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-I G-2022 Updated w5eatmg Layout 07-20-2022 Revised Seating Layout 08-11-2022 BEDROOM BEDROOM Revised per 5CD115 food Control 09-12-2022 Plans Revised per Owner 09-28-2022 Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 RewSed and Reissued G-2G-2023 CL. I� MAP V 1r V —B CISI DATED THESE DRAWINGS ARE AN INSTRUMENT Of SERVICE,AND AS SUCH ARE THE PROPERTY Of JM2 ARCHITECTURE,P.C. ANY UNAUTHORIZED USE Of THESE DOCUMENTS 15 IN A VIOLATION Of SECTION 7209 5UB-DIVI5ION 2 Of THE N.Y. STATE EDUCATION LAW, Drawing Title EX15tin 5econd Floor 5 _ Planecond Floor Exlstlng 1 114 _ 1 i_oi� A— 1 1 SCTM# 1000-10G.00-0G.00-003.000 BUILDING No: SCDHS No.: C-21-0373 JM2 No: 2022-OG42 ZBA No: 7573 DATE: G/2G/2023 SEAL#SIGNATURE: DESIGNED BY: DA CHECKED BY: JM qy SCALE: 114"= I'-0" DWG No: 0 3945 A= 1 F FN ES Architect of Record: 26'-7 1/2" 12'-2 114" 31'-10 112" 9'-I 112" 6'-6" JM2 LED 5TR P LIGHT AAX4040-2 AAX4040-2 AAX4040-2 RIC ." IT E C T U REP C \- 97"x 48° COUNTER, 9 "x 48" 97 x 48° JM2 ARCHITECTURE, PC WALL MOUNTED SCONCE LIGHTING - 42.75"HEIGHT i 2410 NORTH OCEAN AVENUE A5 SELECTED BY OWNER, 72"HEIG T i SUITE 300 MT. ALL FIRST FLOOR) � FARMINGVILLE, NY, 11738 T 1631.320.3305 IF 631.320.3307 4 m OPEN KITCHEN Applicant: (SEE A-6) A_8 Anthony Martignetti N 8 East 92nd 5t,Apt 3 CD z OYSTER BARTOP IL Im New York,NY 10 128 o - PICTURE LIGHTS ---------- 917 535-3777 — DINING(4 SEATS) o ( ) — o KITCHEN Architect of Record: X MASTER LIGHTING JM2 Architecture,PC CONTROL5 36"x 80" l 03 24 5ELF CLOSING FarmO North OceanAve.Suite 300 1738 MOP SINK MOPIJ 9 BATH - 3/4" 11'-3 114" HOOKW1 51DE H GUARD (631)320 3305 C\J3 105 o Structural Engineer: E2 En meer5 INTEGRATED LIGHTING NEW CABLE RAILINGS W/WOOD TOP RAIL o A-7 I g AT RAILING CORNER INTEGRATED LIGHTING AS SELECTED BY OWNER n, SERVICE STATION, 488 Montauk Ave O I STORAGE BELOW New London,CT 06320 BOAT BOAT BOAT o (860)437-3259 CHARGER CHARGER CHARGER m o u WALL MOUNTBRACKET5 MEP Engineer: all PICTURE LIGHT o FOR CONDEN5ER UNITS Emtec Consulting Engineers DPC 0 3555 Veterans Memorial Hwy,5uite M o I Ronkonkoma,NY 11779 (2) 2 GANG WEATHERPROOF o 0 BATH O (631)356-2176 ELECTRICAL BOX o I I O6 0 ( `" Surveyor: DINING I 71-9 112" �� 4 3/4" 91-10" 4 3/4" 3'-7' 6" Nathan Taft Corwin III AFD050610 101 1586 Main Road, TABLE SEATING (3)2 GANG WEATHERPROOF - I 36"x 80" I SODA SYSTEM15f `�' Jame5port,NY 11947 I (45 5EAT5) ELECTRICAL BOX _ U _ DOCK A_5 � � SELF CLOSING A � � (631)727-2090 MASTER LIGHTINProject Name CONTROLS ROPE —r►IoPICTURE LIGHT LED STRIP 5775 W Mill Rd LIGHTING [ _. � TABLE SEATING (4 15EAT5) AFD0506 10 I A 8 3 31-011 107 S/BEETROCK BOTH Project Address 00 5775 W M�II Rd ROOFED OVER PATIO �o i'� SHELVES W/INTEGRATED ' SIDES(UL 305) 9 2 LED 5TRIP LIGHTING LED 5TRIP LIGHTING o Mattituck, NY 11952 ---BENEATH BAR - o i ,< o r--- - Q X o Project Type BAR(10 5EAT5) i i N Q C:) i (SEE A 5)/, i Lift Renovation FIRST FLOOR DN WOOD DECK LIFT ELEVATION +10.0' `\' \ i// AFD050610 � � L_-- L J o \\ p = �, RBvl51on5 TOP OF DECK - _ � - ELEVATION +7.5' ol Design Development 03-14-2022 (2)2 GANG WEATHERPROOF Revised per Owner 04-11-2022 ELECTRICAL BOX �_ Revised per Owner 04-21-2022 LED STRIP LIGH ING 0 0 -�� Kitchen revised per Owner 06-16-2022 BENEATH BAR DN NTRY10 0 (BOTH 51DE5) Updated w/Seating Layout 07-20-2022 o BAR n Revised Seating Layout 05-11-2022 HOST I O2 o I = Revi5ed per 5CDH5 Food Control 09-12-2022 AFDO506 I GI-O 112" 6-0 112" 6-0 /2" 6'4 I/2" INTEGRATED LIGHTING _ PIan5 Revised per Owner 09-28-2022 AT RAILING CORNER 30"x 54" 30"x 54" 30"x 54" �' N Lightmg PIan5 Revised per Owner 10-14-2022 o Lighting Plans Revised per Owner 10-21-2022 TGLDH2646 TCLDH2646 TCLDH2646 Construction Documents 11-02-2022 DN RAMP RAMP L NEW CABLE RAILINGS W/WOOD Rev15ed and Resubmitted to Town 2-15-2023 DN SLOPE 1:12 - DN SLOPE 1:12 TOP RAIL t INTEGRATED LIGHTING Issued to Owner for Review 3-15-2023 2 AS 5ELECTED BY OWNER A-2.0 Revised and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 IN PROVIDE LIGHTING 22'-G" 5'-0" LANDING 17-G" G'-7" PAD BENEATH STAIR NOSING NEW CABLE RAILINGS W/WOOD TOP RAIL It IVII/Ar INTEGRATED LIGHTING AS SELECTED BY OWNER 5'-4" 5'-0" 171-01 first Floor 1 21'-7 112" 17-2 114" 11 11 27-10" 8 114" 114i� _ 10 A-�-o �Q THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THE5E DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. NEW CABLE RAILINGS W/WOOD TOP RAIL INTEGRATED LIGHTING A5 SELECTED BY OWNER Drawing Tale �-- fro o5ed- First Floor T.O. 0 en_Deck_ _ _ _ _ _ _ _ —PARTITION SCHEDULE Flan SYMBOL MARK DESCRIPTION 5CTM# 1000-106.00-06.00-003.000 BUILDING No: 1 f 5EE5TRUCTURALPLAN5 I _____________ —�� EXISTING TO BE REMOVED 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 FOR DECK ASSEMBLY 6x6 PT WOOD P05T5 ON 12"DIA.x 3'DEEP POURED CONCRETE APPROXIMATE GRADEF. 50NOTUDE FOOTINGS,TYPICAL FOR ALL COLUMNS PT 2x 10 BOARDS FA5TENED TO 6"G PT WOOD P05T5 -r-� INTERIOR EXISTING TO REMAIN -75AA No: 7573 DATE: 6126/2023 y — — — — — — — — — — — - -I I I I a, I I I I i III— i I I I 11, I I I I —III i I I i I i I I i I i i I I 1 i I I III i I I 1 f i I I I III I I I I I I I eF1 I F11 EXTERIOR.- EXISTING PARTITION, 2"x 4" @ SEAL SIGNATURE: DE51GNED BY: DA I G"O.C., SISTER AS NECESSARY TO III—III III III—III III III—III III III III III—IMP50N COLUMN BASE MODEL#CB66 FORT III III— I I I I III III III I I I I III I PT 2,10 FRAMING W/DECKING BOARDS ON TOP I I III—I I — = _EVERY P05T AND FOOTING REPAIR ROTTED STUDS. NEW 3-I/2"R 15 CHECKED BY: JM 1111 III 111 III III I I III—III III III III III— III III—III III III III III III III III III III III III III III I I 1_1 I 1 III III III I I_ I I III III III—III III — — �� �� III III—III III III — FIBERGL INSUL(R-I 5)� I EPS -12 DIA.x 36 DEEP POURED 1 =BOARD SHALL BE BOLTED TO 12"THICK CONCRETE_ (R-3.85) g'�� Chj 5CALE: A5 indicated I I I—III I I I III—III—III III—I I—III 1 I I I I 1 1 I I I I III I I 1 1 I I 1 I III III 111 11 I I III III I I I I I I- 1 1 1 III III—I I I I I I I I I 1-1 11 1 I I CONTINUOUS INSULATION — I II— CONCRETE SONOTUB FOOTING— PAD W 12"THREADED ROD 12" .0 �\ �E I I—III III—III III—III III—III 1 I I I I 1 1 I 1=1 I I-111 111-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I I I I I I I I I 1=1 I 1-1 I I I I I I I I I I I=i 1 I I I I 1=1 I 1 I I— I I I I I ; 111 I I °I i I I I 1 I I I-1 I I—I 11 1 I 1-1 I I PROPOSED PARTITION, 2"x4" @ IG" a� �� � � —_ � � Q DWG III—III III III—III 1 I I I I 1-1 11-1 I 1=1 I I I I I I I I-1 I I I I I-1 11-1 I I—I I I I I I I I I 1 I I I I I 1=1 I 1=1 I 1=1 I I_ I I I I I I I I I I I I 1-1 11-1 I 1=1 I 1=1 I 1=1 I I I I I I I IEEI I 1=1 I 1=1 I 1=1 I I I I 1=1 I 1-1 I I I I 1=1 I I I I 111 I O.C.,SISTER AS NECESSARY TO REPAIR — — _ — _ — ROTTED STUDS. - - 1 11y--1III 1 I I I I I-1 I 1=1 I 1=1 I I I I'F- I NI I I I I I 1_-1 I 1=1 I 1=1 I FE1 I I —I I I I I I I III III III III I III I l i III III III III III III �I � I I III III I I I_I I I III III III-1 I I-1 I I III I I I 1 I I I I I I 1 11 1 1-111-1 I 1-111-111-1 1 1-111-111-11 1 1 1 1—I 11 11-1 1 1-1 1 1-111-11 1-1 1 1-1 1 1 1 1 1 III III III I l i—III III III III III—III—III III III III III—III I l i III III III III III III III III III III EXTERIOR-3-1/2"R 15 FIBERGL INSUL (R-15) $ I°EPS CONTINUOUS �P;qr o 39x,5 0�� A= 21 INSULATION (R-3.85) F F NDATHROOM5-WATER RESISTANT 12ii = I i-OiiA-2'o GYPSUM OARD SOUNDPROOF W/SAFE,RAMP SECT10�1 2 CON5TRUCTION NOTE5 5ECTION 8501 EX15TING BUILDING5 Architect of Record: A. GENERAL SECTION R501 EXISTING BUILDINGS I. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS,SEQUENCES,OR PROCEDURES,OR FOR 8501.1 SCOPE SAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING ELEMENTS DURING CONSTRUCTION THE PROVISIONS OF TH15 CHAPTER SHALL CONTROL THE ALTERATION, REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF EX15TING BUILDING5 AND STRUCTURES. JM2 AGAINST DAMAGE,BREAKAGE, DISTORTION,COLLAPSE OR MISALIGNMENT. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2020 NY5 BUIL)ING CODE AND ALL LOCAL AUTHORITIES HAVING JURISDICTION. R501.1.I ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL R C I T E C T U R E P 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK,AND SHALL REPORT ANY D15CREPANCIE5 TO THE ADDITIONS,ALTERATIONS, OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY WITH SECTION 8502, R503 OR 8504, UNALTERED ARCHITECT IMMEDIATELY. PORTIONS OF THE EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. 4. THE OWNER SHALL BE RESPONSIBLE FOR 5UFERV15ION DURING CON5TRUCTON. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK. R501.2 EXISTING BUILDINGS JM2 ARCHITECTURE, PC 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE 51TE IN ACCORDAVCE WITH THE RULES AND REGULATIONS OF THE TOWN OF BROOKHAVEN. EXCEPT AS SPECIFIED IN THIS CHAPTER,TH15 CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, ALTERATION OR ABANDONMENT OF, NOR PREVENT THE CONTINUED USE 2410 NORTH OCEAN AVENUE G. THE ELECTRICAL CONTRACTOR SHALL LOCATE AND DISCONNECT AT THE 5ERVICE PANEL,ALL CIRCUITS AFFECTED BY CONSTRUCTION, AND MAINTENANCE OF,AN EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF TH15 CODE. SUITE 300 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FARMINGVILLE, NY, 1 1738 8501.3 MAINTENANCE T I 631.320.3305 F1 631.320.3307 B.STRUCTURAL BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS THAT ARE REQUIRED BY TH15 CODE I. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2(UNLESS OTHERWISE NOTED)875p5Fb, SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE 2. WOOD THAT COMES IN CONTACT WITH MASONRY AND CONCRETE SHALL BE'YOLMANIZED/PRE55URE TREATED. MAINTENANCE OF BUILDINGS AND STRUCTURES,THE REQUIREMENTS OF TH15 CHAPTER SHALL NOT PROVIDE THE DA515 FOR REMOVAL OR ABROGATION OF ENERGY Applicant: 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT END5. CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES, Anthony Martignetti 4. EXTERIOR WALLS SHALL BE 2"x G"WOOD 5TUD5 @ 16"o.c. UNLE55 NOTED OTHERW15E ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD. 8 East 92nd St,Apt 3 [NYI 8501.4 COMPLIANCE New York,NY 10128 BUILDING COMPONENT SPECIFICATION L15T ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR (917)535-3777 ALTERATIONS, REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION, RESPECTIVELY, IN TH15 CODE AND THE RESIDENTIAL CODE OF NEW YORK STATE,BUILDING ROOF A55EMBLY CODE OF NEW YORK STATE, EX15TING BUILDING CODE OF NEW YORK STATE, FIRE CODE OF NEW YORK STATE, FUEL GAS CODE OF NEW YORK STATE, MECHANICAL CODE OF NEW Architect of Record: ROOF FLASHING: AS PER SECTION R905.2.8 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, BASE AND CAP FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE YORK STATE, PLUMBING CODE OF NEW YORK STATE, PROPERTY MAINTENANCE CODE OF NEW YORK STATE AND NFPA 70. JM2 Architecture,PC MANUFACTURER'S INSTRUCTIONS,AND SHALL BE CORROSION RESISTANT SHEET METAL OF MINIMUM NOMINAL 0.019 INCH 2410 North Ocean Ave.Suite 300 R501.5 NEW AND REPLACEMENT MATERIALS Farmingville,NY 11738 ASPHALT ROOF SHINGLE: A5 PER THE 2020 NYS BUILDING CODE,ASPHALT SHINGLE5 SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. FASTENERS FOR ASPHALT SHINGLES EXCEPT A5 OTHERWISE REQUIRED OR PERMITTED BYTH15 CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS (G3 1)320-3305 SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.SHANK WITH A MIN. 3/8"DIA. HEAD.ASPHALT 5HINGLE5 SHALL HAVE A SHALL BE PERMITTED FOR REPAIRS, PROVIDED THAT HAZARDS TO LIFE, HEALTH OR PROPERTY ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE MINIMUM OF 51X FASTENERS PER SHINGLE. CODE FOR NEW CONSTRUCTION WOULD NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY, PURP05E AND LOCATION. 5tructural Engineer: E2 Engineers UNDERLAYMENT:AS PER THE 2020 NYS BUILDNIG CODE, UNDERLAYMENT ON ROOF SLOPES 4:12 OR GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION, PARALLEL TO SECTION R503 ALTERATIONS 488 Montauk Ave AND STARTING FROM THE SAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END LAPS SHALL BE OFFSET BY G'-0". , PROVIDE A SELF-ADHERING POLYMER R503.1 GENERAL New London,CT 06320 MODIFIED BITUMEN SHEET IN LIEU OF 30#FELT AND EXPEND FROM THE LOWEST EDGE5 OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES IN51DE THE EXTERIOR WALL LINE. ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION.ALTERATIONS SHALL BE SUCH THAT THE (860)437-3259 ICE BARRIERS SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGE5 24"INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12,AND 36"ALONG THE ROOF SLOPE STARTING EXISTING BUILDING OR STRUCTURE 15 NOT LESS CONFORMING TO THE PROVISIONS OF TH15 CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. ALTERATION. MEP Engineer: Emtec Consulting Engineers DPC VAPOR BARRIER:AS PER THE 2020 NEW YORK STATE BUILDING CODE, ROOF/CEILINGS COMFR151NG ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A VAPOR RETARDER SHALL ALTERATIONS TO AN EX15TING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE FROV1510N5 OF THIS CODE AS THEY RELATE TO NEW 3555 Veterans Memorial Hwy,Suite M BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE INSULATION. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TH15 CODE.ALTERATIONS SHALL NOT Ronkonkoma,NY 11775 CREATE AN UN5AFE OR HAZARDOUS CONDITION OR OVERLOAD EX15TING BUILDING SYSTEMS.ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE DOES (631)356-2176 NOTE: NOT USE MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION,ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTIONS 3 I'-10 I/2" CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, RIM JOIST, FLOOR R503.1.I THROUGH 8503.2. Surveyor: 9'-1 112" 6'-6" JOISTS, BRACING AND PLYWOOD SUB-FLOORING. Nathan Taft Corwin III [NY! R503.1.1 BUILDING ENVELOPE 1586 Main Road, BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.2 OR 8402.1,4,5ECTION5 8402.2.1 THROUGH R402.2.13, Jamesport,NY 11947 R402.3.1, 8402.3.2, R402.4.3 AND R402.4.5. (631)727-2090 30'-1 I" EXTENT OF FLOOR UNDERCOUNTER BEVERAGE EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE WATERPROOFING COOLER DEU2450G BUILDING 15 NOT INCREASED: Protect Name 30"x 54" 30"x 54" 30 x 54 — I EXISTING CEILING,WALL OR FLOOR CAVITIES EXP05ED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 5775 W Mill Rd 71 TCLDH2646 TCLDH2646 TCLDH2646 i L_ i— SECTION 8504 REPAIRS L———J 8504.1 GENERAL HOOD ABOVE BUILDINGS,5TRUCTURE5 AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION 8501,3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS Protect Address NECE55ARY FOR THE REQUIRED REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NOT BE SUBJECT TO THE REQUIREMENTS 08 PW3024 18 FOR ALTERATIONS IN TH15 CHAPTER. ROUTINE MAINTENANCE REQUIRED BY SECTION R501.3, ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR DUE TO a 0 NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS IN TH15 SECTION 30"TRANSITIONAL 5775 W Mill Rd, . 1U 0 --- INDUCTION RANGE IR30450/5/T Mattltuck, NY 11952 L RECREATION ROOM EMPLOYEE KITCHEN m Protect Type x o 5'x 5'ISLAND O p - Lift Renovation F Revisions MICROWAVE I Design Development 03-14-2022 DRAWER MD24TE5 Revised per Owner 04-11-2022 WATERPROOF ENTIRE WATERPROOF ENTIRE FLOOR I' i I KITCHEN FLOOR W/ Revised per Owner 04-21-2022 UP WALL5 W/BONDTAC 1500 REF _ iLw � _ J BONDTAC 1500 Kitchen revised per Owner 06-16-2022 PR03650G L___J TCLDH2646 Updated w/5eating Layout 07-20-2022 7 0— 5 -- — — Revised eating Layout 08-I I-2022 S WATERPROOF ENTIRE FLOOR — 36"x 80" — 30"x 54" Revised per 5CDH5 Food Control 09-12-2022 SHOWER FULL HEIGHT W/ DN 17 RISERS 6, Plans Revised per Owner 09-28-2022 BONDTAC 1500 DO STAIR rn 5/8"TYPE X 5HEETROCK Lightmg Plans Revised per Owner 10-14-2022 '— BOTH SIDES(UL 305) FIXTURES$FINISHES ASAL Lighting Plans Revised per Owner 10-21-2022 SELECTED BY OWNER v_D EMPLOYEE BATHROOM o HALL OPEN ATTIC. REMOVE ALL Construction Documents 11-02-2022 � HALF BATH o HVA EXISTING NON-LOAD BEARING Revised and Resubmitted to Town 2-15-2023 N `O 36"x 80" (2)STACKED WASHER/ X o PARTITION WALLS o � , m FRSC � DRYER COMBO — Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 1 o MECHANICAL mC\J °' 1 m UP — Q Revised and Reissued 6 26 2023 x HVAC W/FIRE OrS� 10 WATERPROOF ENTIRE 30"x 80" RATED SHAFT n— FLOOR t I'UP WALL5 W/ ASIC BONDTAC 1500 vv O Ln _ ® IREVI 5 o EMPLOYEE OFFICE O N# 5 ROOFED OVER o "' v PATIO BELOW "' �— o WALL SCONCES FIXTURES FINISHES A5 SELECTED BY OWNER SI) ' 5' 3'-0" — MNGR BATHROOM THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS AAX2426 �, 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE,P.C.ANY STORAGE ® UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A �r 28"x 30" VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 24"x 80" SHELVES WATERPROOF ENTIRE HWH DN STATE EDUCATION LAW. N o FLOOR�SHOWER FULL HEIGHT W/BONDTAC 15 0 v � 30"x 80" 30"x 80" Drawing Title ProF05Cd- Second Floor cry _ U ~ MANAGER OFFICE --- �`vnEMPLOYEE CHANGING ROOM 30"x 80" 5cTM# 1000-106.00-06.00-003.000 BUILDING No: N CV v Ofll !: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 X o BATHROOM _ � o I ZBA No: 7573 DATE: 6126/2023 '— SEAL SIGNATURE: DESIGNED BY: DA TCLDH2646 TCLDH2646 TCLDH2646 30"x54" CHECKED BY: JM 30"x 54" 30"x 54" 30"x 54" E TCLDH2646 g� E qy�� SCALE: I14°= I'-0" 5'-1 1" 8'-2 114" 8' 2" 6'-3" !rte �� �9 �� DWG No: 5econd Floor I Attic 2 ,. y0� o ggg5 e' 11411 _ 1 -011 A-2. I 11411 — 11-011 �A-2. F N A 21 LEGEND CEILING N0TE5 ELECTRICAL NOTES Architect of Record: ® PENDANT LIGHT AS SELECTED BY OWNER ® REFER TO MEP PLANS FOR EGRE55 LIGHTING 1. ALL CEILING SYSTEM HEIGHTS NOTED ON PLAN. ELECTRICAL SPECIFICATIONS: 4.ALL LIGHT FIXTURES PROPOSED IN BATHROOM 4 FOOD PREP AREAS TO BE WATERPROOF. GYPSUM BOARD CEILING PROPOSED 1. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE,THE 2020 INTERNATIONAL COMMERCIAL ENERGY CODE, NFPA ARTICLE 70, NATIONAL JM2 IN THESE AREA TO BE WATER AND MOISTURE RESISTANT. ELECTRIC CODE,AND ALL OTHER APPLICABLE CODES.WORK OF THIS SECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 8" 15 WATT LED DIMMABLE ROUND 5. MEP CONTRACTOR TO COORDINATE SUPPLY AND RETURN DIFFUSER LOCATIONS WITH ENGINEERING DRAWINGS. PRIOR TO 2. ELECTRICAL WORK 15 NOT CONFINED TO THE ELECTRICAL DRAWINGS. REFER TO MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OTHER INFORMATION. ® RECESSED DOWNLIGHT EXTERIOR GRADE REFER TO MEP PLANS FOR EGRESS LIGHTING INSTALLATION,CONTRACTOR SHALL PROVIDE COORDINATION DRAWING FOR ARCHITECTS REVIEW AND APPROVAL. 3. MANUFACTURER'S DIRECTION SHALL BE FOLLOWED IN INSTALLING,TESTING AND PLACING INTO OPERATION ALL EQUIPMENT AND SYSTEMS. PAY FOR ALL SUPERVISION,TESTING AND R C , I T E C T U R E P c G. RECE55ED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO AIR LEAKAGE I CFM. APPROVAL OR MANUFACTURER FOR ALL EQUIPMENT. 8" 15 WATT LED DIMMABLE ROUND RECESSED DOWNLIGHT MODEL S-DU(-15L-40k O REFER TO MEP PLANS FOR EXHAUST FANS 7. CEILINGS TO BE HUNG WITH X-CX CEILING CLIPS AND HANGER ASSEMBLIES A5 MANUFACTURED BY HILTI W/ 12 GAUGE CARBON 4.ALL RACEWAY AND WIRING SHALL BE CONCEALED IN FINISHED AREAS AS DETERMINED BY THE ARCHITECT. RACEWAY MECHANICAL ROOMS SHALL BE SURFACE MOUNTED. STEEL HANGER WIRE,OR APPROVED EQUAL. 5.ALL BRANCH CIRCUIT WIRING WITHIN THE BUILDING SHALL BE TYPE THHN IN RIGID GALVANIZED CONDUIT, EMT CONDUIT,OR MC CABLE. PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT IN JM2 ARCHITECTURE, PC W/TRIM S DIXf N PC AS MANUF BY CREE ESSENTIA OR APPROVED EQUAL 8. EXISTING CEILING 5Y5TEM5 TO BE REMOVED AND D15CARDED. LIMITED LENGTHS FOR CONNECTION EXP05ED TO WEATHER,MOISTURE,OR VIBRATIONS,OR AS REQUIRED FOR EQUIPMENT INSTALLATION. 2410 NORTH OCEAN AVENUE 9. ALL LIGHTING SYSTEMS SHALL HAVE DIMMERS. G. RIGID CONDUIT 5Y5TEM5 SHALL BE MADE UP WITH THREADED FITTINGS AND COUPLINGS. REFER TO MEP PLANS FOR SUPPLY DIFFUSERS 7. BRANCH CIRCUIT WIRE AND CABLE SHALL BE TYPE THHN COPPER CONDUCTOR.ALL WIRE AND CABLE#10 AND SMALLER SHALL BE SOLID COPPER.COLOR CODING SHALL BE USED SUITE 300 O NEW ADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR AS PER FARMINGVILLE, NY, 11738 S NY5 2018 UNIFORM CODE SUPPLEMENT,SECTION 907.2.1.3 THROUGHOUT THE SYSTEM U51NG BLACK, RED,AND BLUE FOR PHASE WIRES,WHITE FOR GROUNDED NEUTRAL WIRES, AND GREEN FOR EQUIPMENT GROUNDING CONDUCTORS. T I 631.320.3305 1`1 631.320.3307 L-1 REFER TO MEP PLANS FOR RETURN DIFFU5ER5 8.ALL WIRE SPLICES SHALL BE MADE WITH PRESSURE TYPE CONNECTORS.SPLICES IN DAMP OR WET LOCATIONS SHALL BE MADE WATERTIGHT AND WATERPROOF. FOLLOW MANUFACTURERS DIRECTIONS FOR CONNECTIONS AND TERMINATIONS OF M.I. CABLE. CO NEN/CO DETECTOR BY MIRCOM,MODEL#C0I 224TR/M501 M. 9. PROVIDE OUTLET BOXES AT ALL FIXTURES,JUNCTION BOXES AND WIRING DEVICES. BOXES SHALL BE PROPERLY SUPPORTED AND SIZED FOR THE NUMBER OF CONDUCTORS IN Applicant: SEE ALARM DRAWINGS FOR EXACT LOCATION. ACCORDANCE WITH NEC. INTERIOR BOXES SHALL BE GALVANIZED STEEL, UNLESS NOTED OTHERWISE. Anthony Martignetti 10. PROVIDE JUNCTION BOXES AND WIRING TROUGHS,SIZED A5 PER NEC,WHERE SHOWN OR WHERE NECESSARY TO FACILITATE PULLING OF CONDUCTORS.BOXES AND TROUGH SHALL BE 8 East 92nd 5t,Apt 3 SHEET STEEL, EITHER GALVANIZED OR PAINTED FINISH.COVERS SHALL BE SCREW TYPE OR COMBINATION HINGED AND SCREWED. 11. PROVIDE EXPANSION FITTINGS AT BUILDING EXFAN510N JOINTS. EXPANSION FITTINGS SHALL BE OZ-GEDNEY TYPE AX OR EQUAL WITH APPROPRIATE BONDING JUMPER. New York,NY 10128 12. PROVIDE LIGHTING FIXTURES AS SHOWN ON THE SCHEDULE,COMPLETE WITH ALL STEMS, RODS,SUPPORTS, PLASTER FRAMES,ETC., NECE55ARY FOR AN INSTALLATION IN OR ON THE (9 17)535-3777 MATERIAL FINISHES PROVIDED.PROVIDE ALL LAMPS FOR LIGHTING FIXTURES. FIXTURES SHALL HAVE ENERGY SAVING LAMPS,AND ENERGY SAVING BALLA5T5 WITH HIGH POWER FACTOR. Architect of Record: 13. PROVIDE TEMPORARY LIGHTING AND POWER IN ACCORDANCE WITH ARTICLE 305 OF THE NEC. 14. PROVIDE ALL SAFETY SWITCHES AS SHOWN ONT HE DRAWINGS AND/OR REQUIRED BY NEC FOR MOTOR,APPLIANCE AND ELECTRIC HEAT EQUIPMENT DISCONNECTION. ALL D15CONNECT JM2 Architecture,PC SWITCHES SHALL BE LOCKABLE IN THE"ON"OR"OFF"POSITION.SEE MECHANICAL DRAWINGS FOR FACTORY MOUNTED SWITCHES. 2410 North Ocean Ave.Suite 300 15. PROVIDE 120V DUCT TYPE SMOKE DETECTOR,TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR, UNIT RT-I SHALL SHUT DOWN UPON Farmingville,NY 11735 ACTIVATION OF DETECTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING, INTERPOSING RELAY AND KEY OPERATED MANUAL RESET SWITCH LOCATED AT REAR DOOR. (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M Ronkonkoma, NY 11779 (631)356-2176 Surveyor: Nathan Taft Corwin III COUNTER BELOW 1586 Main Road, Jamesport, NY 11947 1727 727-2090 If I I I O Project Name I I I I I I I I I I I I 5775 WMiII Rd I I I I I I (2)LAYERS TYPE X SHEETROCK i Q (UL RC-2601) i i i Project Address I I I I I I I I I 5775 W Mill Rd, I I I I I I I O Mattituck, NY 11952 I 1 L__J Project Type 0 m 0 0 Lift Renovation (2) O O Revisions 0 Design Development 03-14-2022 Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 EXTERIOR GRADE LIGHTING AT Kitchen revised per Owner 06-16-2022 UNDERSIDE OF CANOPY(TYP.) WATER RESISTANT m 0 (2) Updated w/Seating Layout 07-20-2022 LIGHTING AT BATHROOMS 00 Revised Seating Layout 08-11-2022 0 0 Revised per 5CDH5 Food Control 09-12-2022 RECESSED Plans Revised per Owner 09-28-2022 0 LIGHTING 00 Llghtmg Plans Rewsed per Owner 10-14-2022 �— LINE OF HEAVY TIMBER CONSTRUCTION � Llghtmg Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 ❑ ❑ Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 48"INFRARED HEATERS T-1 1"CEILING HEIGHT MOUNTED E UNDERSIDE 7-3"CEILING HEIGHT AT EXISTING BEAMS O Revised and Reissued 6 26 2023 OF CANOPY(TYP.A — ��' I I / I (2) 0 / I O 00 i I - REVIEWED BY ZE3A 13 --D CISION , (3)FANS W/LIGHTING AT _ I 0tzj:: UNDERSIDE OF CANOPY(TYP.) �� i LL I NOTE:PRIOR TO INSTALLATION CONTRACTOR SHALL THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS FIELD VERIFY EXISTING BEAM LOCATIONS. LIGHTING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY II i i SHALL BE INSTALLED CENTERED ON EXISTING BEAMS IN UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A DRYWALL. VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. (2)LAYERS TYPE X SHEETROCK �� �� I EXISTING GRAFFITI AT BEAMS TO REMAIN O BETWEEN ALL HEAVY TIMBER BEAMS (UL RC-2601) I - Drawing Title EXISTING TIMBER BEAMS ARE �.\ MINIMUM 6I 10"AND MAINTAIN BAR BELOW Reflected Ceihn� Flan5 MINIMUM I HOUR FIRE RATING _____——_ 0 0 SCTM# 1000-106.00-06.00-003.000 BUILDING No: ® 1 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 6/26/2023 SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM I — I � ��� ��� SCALE: As indicated FIr5t Floc r RCP Second Floor— RCP ) DWG No: /�11 _ 1 1-011 A-3.0 I /�11 _ 1 1-011 �A-3.0 3945 y0R, F NES ■ Architect of Record: JM2� RC ITECTU R EC ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT 3/4"SHEATHING JM2 ARCHITECTURE, PC RR(SEE STRUCTURAL PLAN5) 2410 NORTH OCEAN AVENUE HURRICANE CLIPS @ EA. RR SUITE 300 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) FARMINGVILLE, NY, 11738 Attic I"XP5 CONTINUOUS INSULATION(R-5) T 631.320.3305 Fl 631.320.3307 8' - 3° — — — — — — — — — — — — — — — — — — — — — I/2"GYP. BD — — — Applicant: Anthony Martignetti EXTERIOR WALL CONSTRUCTION: 8 East 92nd 5t,Apt 3 V-RUSTIC SIDING BY TRUEXTERIOR New York,NY 10128 — TYVEK (917)535-3777 PROPOSED CANOPY 15/32"CDX PLYWD OR 055 WALL 5TUD5(5EE 5TRUCTURAL PLANS) Architect of Record: EPDM FINISH 3-1/2"R15 FIBERGL IN5UL(R-15) JM2 Architecture,PC 15/3 R(PE CDX UCTURPLYWD L OSB I"EPS CONTINUOUS INSULATION (R-3.85) 2410 North Ocean Ave.Suite 300 RR(PER STRUCTURAL PLANS) I/2"GYP BD(R.45) Second Floor STAINED BEADBOARD 9 armor vdle,NY 1 1738 (631)320-3305 Structural Engineer: — E2 Engineers 488 Montaul:Ave (l New London,CT 06320 ;f (860)437-3259 WOOD COLUMNS PER STRUCTURAL PLAN W/5TAIN�MARINE VARNISH MEP Engineer: CONDENSER UNIT5 ON WALL MOUNT BRACKET5 Emtec Consulting Engineers DPC o 3555 Veterans Memorial Hwy,Suite M NEW CABLE RAILINGS W/WOOD Ronkonkoma,NY 11779 FIrSt Floor TOP RAIL#INTEGRATED LIGHTING o z (G31)356 2176 A5 SELECTED BY OWNER 01 - 011 Surveyor: - - - Nathan Taft Corwin III T.O. PlleS `J (V _I _ Q �, Jamesport, IJY 11947 (631)727-2090 T.O. Open Deck 2' 6" m Project Name MIAIN 5775 W Mill Rd NEW PILES PER STRUCTURAL PLANS Project Address 5775 W Mill Rd, Mattituck, NY 11952 West Elevation --- Project Type 1 /411 = 1 1-011 I Lift � Renovation A-5 Roof _ _ _ _ _ _ _ _ _ _ _ _ _ _ evisions 29' - 5° Design Development 03-14-2022 Revised per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner OG-16-2022 Updated w/5eatmg Layout 07-20-2022 ROOF CONSTRUCTION: Revised Seating Layout 05-11-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Revsed per 5CDH5 Food Control 09-12-2022 3/4"SHEATHING Plans Revised per Owner 09-28-2022 RR(SEE STRUCTURAL PLANS) HURRICANE CLIP5 @ EA. RR Lightmg Plans Revised per Owner 10-14-2022 12 G"CLOSED CELL SPRAY FOAM INSULATION(R-42) Lightmg Plans Revised per Owner 10-21-2022 I"XP5 CONTINUOUS IN5ULATION(R-5) Construction Documents 11-02-2022 2 � I/2"GYP, BD Revised and Resubmitted to Town 2-15-2023 Attic Issued to Owner for Review 3-15-2023 — — — — — — — Revised and Resubmitted to Town 5-17-2023 RBvlsed and Reissued 6-26-2023 EXTERIOR WALL CONSTRUCTION: V-RUSTIC 51DING BY TRUEXTERIOR [Ed F1 I 1 TYVEK 15/32"CDX PLYWD OR 055 TNAI MAP WALL 5TUD5(5EE STRUCTURAL PLAN5) 3-1/2"R 15 FIBERGL IN5UL(R-l 5) I"EPS CONTINUOUS INSULATION(R-3.85) ECISIO - 112'GYP BD(R-.45) L _N Second Floor THE5E DRAWING5 ARE AN INSTRUMENT OF SERVICE,AND A5 9 8„ CONCEALED FLASHING SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P C ANY — — — — _ UNAUTHORIZED U5E OF THESE DOCUMENTS 15 IN A PROPOSED CANOPY VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. --- — ---- — - EPDM FIN15H STATE EDUCATION LAW. ---- — — — — ----- ---- 15/32"CDX PLYWD OR 05D RR(PER STRUCTURAL PLAN5) a — STAINED BEADBOARD Drawing Title WOOD COLUMN5 PER 5TKUCTURAL PLAN W/5TAIN*MARINE VARNISH 0 0 o NEW CABLE RAILINGS W/WOOD EICVatlOn5 TOP RAIL�INTEGRATED LIGHTING — A5 SELECTED BY OWNER First Floor -- - — A-2.0 0' - 01 - - - I'LO OR N T N: 3/4: PLYWD SUBFLOOR — FJ(SEE STRUCTURAL PLAN5) 5CTM# 1000-I OG.00-06.00-003.000 BUILDING No: T.O. PIIeS 4.5"CLOSED CELL SPRAY FOAM INSULATION(R-31.5) — — — CONT.A5PHALT COATED COPPER TERMITE SHIELD 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 T.O. Open Deck ZBA No: 7573 DATE: 6/26/2023 O SEAL SIGNATURE: DESIGNED BY: DA CHECKED BY: JM NEW 5TRUCTUILE5 PEP SCALE: 1/4" 1'-0 RAL PLAN5 ��SED qy ti = " DWG No: North Elevation I 1 1 /4 11 /411 _ 1 1-011 A-� .0 9T 0 3945 yOQ� A=450 F F NES Zoof — — — — — — — — — — — — — — — — — — — — — — — — — Architect of Record: 291 - 5'1 TOVER STRUCTURE BEYOND JM2 EXISTING ROOF STRUCTURE PITCH TO REMAIN Rdh IT E C T U RE Pc I� JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE - — SUITE 300 30"x 46"SKYLIGHT(VELUX-M06) FARMINGVILLE, NY, 11738 T 631.320.3305 F I 631.320.3307 Attic — — — — — - — — — — — — — — — — — — 18' - 3" -- — — — — — — -- - - A licant: CONCEALED FLASHING pp I Anthony Marbgnetti EXTERIOR WALL CONSTRUCTION: ROOF CONSTRUCTION: P ast 92nd t,Apt 3 PROPOSED ASPHALT SHINGLE W/CONT, RIDGE VENT New York,NY 10128 V RUSTIC SIDING BY TRUEXTERIOR 3/4°SHEATHING (917)535 3777 TYVEK FM RR(SEE STRUCTURAL PLANS) 15/32"CDX PLYWD OR 055 HURRICANE CLIPS @ EA. RR M2 Architecture,tof Record: WALL STUDS(SEE STRUCTURAL PIANS) 6"CLOSED CELL SPRAY FOAM INSULATION(R-42) PC 3-1/2"RI 5 FIBERGL INSUL(R-15) I/2 GYPOBD2410 North Ocean Ave.Suite 300 Farmmgville,NY 11738INUOUS INSULATION(R-5) 1"EP5 CONTINUOUS INSULATION(R-3.85) 112"GYP BD(R-.45) PROPOSED CANOPY (631)320-3305 Second Floor — — — — — — — — _EPDM FINISH — — — — — — 15/32"CDX PLYWD OR O55 Structural Engineer: RR(PER STRUCTURAL PLANS) E2 Engineers STAINED BEADBOARD 488 Montauk Ave New London,CT 06320 (8G0)437-3259 MEP Engineer: WOOD COLUMNS PER STRUCTURAL PLAN Emtec Consulting Engineers DPC W/STAIN t MARINE VARNISH 3555 Veterans Memorial Hwy,Suite M LLH I Ronkonkoma,NY 11779 NEW CABLE RAILINGS W/WOOD (63 I)356-2176 First Floor TOP RAIL INTEGRATED LIGHTING F AS SELECTED BY OWNER Surveyor: �� - Oil Nathan Taft Corwin III — — 1586 Main Road, T.O.Files — — — — — — — - — - — — — _ — — — Jamesport,NY 11947 El (G3 I)727-2090 T.O. Open Deck Protect Name -2' - G" 5775 W Mill Rd NEW PILES PER STRUCTURAL PLANS Protect Address 5775 W Mill Rd, Mattituck, NY 1 1952 East Elevation I Protect Type 114 _ 1 '-0 7A-5 Lift � Renovation Revisions Roof De5iln Development 03-14-2022 Revised per Owner 04-11-2022 ROOF CONSTRUCTION: Revised per Owner 04-21-2022 EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Kitchen revised per Owner 06-16-2022 3/4"SHEATHING Updated w/5eatmg Layout 07-20-2022 RR(SEE STRUCTURAL PLANS) Revised Seating Layout 08-11-2022 HURRICANE CLIPS @ EA. RR Revised per 5CDH5 Food Control 09-12-2022 G"CL05ED CELL SPRAY FOAM INSULATION(R-42) I"XPS CONTINUOUS INSULATION(R-5) Plans Revised per Owner 09-28-2022 112"GYP. BD Lighting Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner 10-21-2022 Construction Documents 11-02-2022 Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Attic _ — — — — — — — — — — — — — — Revised and Resubmitted to Town 5-17-2023 111 171 -011 Revised and Reissued 6-26-2023 — EXTERIOR WALL CONSTRUCTION: r-T AP V-RUSTIC SIDING BY TRUEXTERIOR TYVEK 15/32"CDX PLYWD OR OSB —7 5 _0MJ41J'TJ .� WALL STUDS(SEE STRUCTURAL PIANS) 3-1/2"RI 5 FIBERGL INSUL(R-15) I"EPS CONTINUOUS INSULATION(R-3.85) 112"GYP BD(R-.45) second Flo0r _ _ _ _ _ _ _ _ _ _ _ THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAU T HORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. STATE EDUCATION LAW, FIJICONDENSER UNITS ON Drawing Title PROPOSED ENTRY STAIR WALL MOUNT BRACKET - - Elevations 2 - - �First Floor A-2.0 FLOOR CONSTRUCTION: 3/4: PLYWD SUBFLOOR--- — — T.O. Fl1e5 _ _ _ _ _ _ _ _FJ(SEE STRUCTURAL PLANS)Zl SCTM# 1000 106.00 06.00 003.000 BUILDING No: _I i _ On— — 4.5"CLOSED CELL SPRAY FOAM INSULATION(R 31.5) SCDHS No.: C 2 10373No: 2022 0642 CONT.ASPHALT COATED COPPER TERMITE SHIELD JM2 T.O. Open Deck / D NEW PILES PER ZBA No: 7573 DATE: 6/2612023 STRUCTURAL PLANS SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 1/4"= I'-0" DWG No: south Elevation 2 �9T� 0 3945 y F NES O Am411 1 /411 _ 1 1_011 Architect of Record: '/fRC JM2ITECTU REPS JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 1 1738 T 1631.320.3305 F1 631.320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t,Apt 3 New York,NY 10128 (9 17)535-3777 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 Farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engineers 488 Montauk Ave New London,CT 06320 (860)437-3259 MEP En(.jineer: Roof Emtec Consulting Engineers DPC r 29' - 5° 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 7 (63 I)356-2176 s ROOF CONSTRUCTION: EXISTING ASPHALT SHINGLE W/CONT. RIDGE VENT Surveyor: Nathan Taft Corwin III < . 3/4"SHEATHING i 586 Main Road, RR(SEE STRUCTURAL PLANS) Jamesport,NY 11947 HURRICANE CLIPS @ EA. RR 6"CL05ED CELL SPRAY FOAM INSULATION(R-42) `�' (G31)727 2090 EXISTING ROOF FRAMING, I"XPS CONTINUOUS INSULATION(R-5) DECKING AND ATTIC —► 1/2"GYP. BD FRAMING TO REMAIN - Project Name ATTIC CONTINUOUS LEDGER FASTENED TO STUD WALL PER STRUCTURAL PLAN 5775 W Mill Rd Attic t 18' - 3° Project Address .k NEW ROOF FRAMING PER 5775 W Mill [Zd PROPOSED CANOPY STRUCTURAL PLAN , EPDM FINISH (MATCH EXISTING PITCH) 15132"CDXPLYWD OR 05D Mattituck, NY 1 1952 EXTERIOR WALL CONSTRUCTION: RR(PER STRUCTURAL PLANS) V RUSTIC SIDING BY TRUEXTERIOR STAINED BEADBOARD EMPLOYEE BATHROOM HALL MECHANICAL TYVEK Project Type 5/32"CDX PLYWD OR 055 STAIR WALL STUDS(SEE STRUCTURAL PLANS) Renovation NEW CANOPY FRAMING 0 © 3-1/2"RI 5 FIBERGL IN5UL(R-15) Li ft PER STRUCTURAL PLAN I"EP5 CONTINUOUS INSULATION(R-3.85) Second Floor — — — — — — — — — — — — — L I 111 — — -112"GYP BD(R-.45) — — — — Revisions NEW CABLE RAILINGS W/WOOD NEW WOOD POSTS PER Design Development 03-14-2022 TOP RAIL$INTEGRATED LIGHTING STRUCTURAL PLAN Revised per Owner 04-11-2022 A5 SELECTED BY OWNER Q BATH a NEW WOOD FRAMED Revised per Owner 04-21-2022 WOOD COLUMNS PER STRUCTURALINTERIOR STAIRCASE m m Q � � Kitchen revised per Owner 06-16-2022 PLAN W/STAIN t MARINE VARNISH N n o o w . m NEW WOOD FRAMED Updated w/Seating Layout 07-20-2022 NEW PORCH DECKING�FRAMING NEW PORCH DECKING t FRAMING PER — o INTERIOR STAIRCASE Revised Seating Layout 08-11-2022 PER STRUCTURAL PLAN STRUCTURAL PLAN11 11 ~ Revised per 5CDH5 Food Control 09-12-2022 DINING KITCHEN NEW FLOOR FRAMING PER Plans Revised per Owner 09-28-2022 STRUCTURAL PLAN Lighting Plans Revised per Owner 10-14-2022 --- _ F r - .. Sof IoOn p Fir Lighting Plans Revised per Owner 10 21 2022 - Construction Documents 1102 2022 _ - `" T.O. Plies Revised and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Revised and Resubmitted to Town 5-17-2023 FLOOR CONSTRUCTION: T.O. O en Deck Revised and Reissued 6-26-2023 3/4: PLYWD 51,15FLOOR -2' - 6" FJ(SEE STRUCTURAL PLANS) 4.5"CLOSED CELL SPRAY FOAM INSULATION (R-31.5) CONT.ASPHALT COATED COPPER TERMITE SHIELD IFINAL [VIA NEW PILES PER nI—— — - STRUCTURALPLAN [� THF-9 UMENT OF SERVICE,AND A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY 5ectlon I I UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 5UB-DIV15ION 2 OF THE N.Y. 1 /411 = I 1-011 STATE EDUCATION LAW. Drawing Title 5ection 5CTM# 1000-106.00-06,00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 612612023 SEAL t SIGNATURE: DESIGNED BY: DA CHECKED BY: JM SCALE: 114"= 1-0° DWG No: s. 0 3945 yOQ� F N Architect of Record: TOP OF GUARD +GG.75"A.F.F. JM2 GLASS SNEEZE GAURD RC , ITECTUREPc VARNISHED MAHOGANY BAR TOP 21-1011 SPILL GUARD BULL N05E JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE ------- r SUITE 300 COLD FOOD WELL FARMINGVILLE, NY, 11738 UNIT i TOP OF PREP SURFACE T I 631.320.3305 1`1 G31.320,3307 +42.75"A.F.F. VARNISHED MAHOGANY 5ANDWICH/5ALAD PREPARATION Applicant: COUNTER TOP REFRIGERATOR Anthony Martignetti 8 East 92nd 5t,Apt 3 NOTE: FOODS TRANSPORTED FROM ANY ACCESSORY STRUCTURE TO THE KITCHEN New York,NY 10128 MUST BE COVERED AND PROTECTED FROM CONTAMINATION DURING TRANSPORT. (9 17)535-3777 Architect of Record: 2 ADA NOTE: JM2 Architecture,PC OYSTER BAR COUNTER DETAIL 2 BAR TOP DETAIL AS PER 2010 ADA STANDARDS FOR ACCESSIBLE DE51GN 206.2.8(EMPLOYEE WORK 2410 North Ocean Ave.Suite 300 AREAS): Farmm vdle,NY 11738 1 I-011 A—� A—� 1. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT (G31)320-3305 ARE LE55 THAN 1000 SQUARE FEET AND DEFINED BY PERMANENTLY INSTALLED PARTITIONS,COUNTERS, CASEWORK,OR FURNISHINGS SHALL NOT BE REQUIRED TO Structural Engineer: COMPLY WITH ACCE551BILITY SECTION 402. E2 Engineers 2. COMMON USE CIRCULATION PATHS LOCATED WITHIN EMPLOYEE WORK AREAS THAT 488 Montauk Ave ARE AN INTEGRAL COMPONENT OF WORK AREA EQUIPMENT SHALL NOT BE REQUIRED New London,CT OG320 TO COMPLY WITH ACCESSIBILITY SECTION 402. (860)437-3259 MEP Engineer: c Consulting Engineers DPCmte BRUSH SYSTEM FOR WASHING GLA55WARE 15 REQUIRED AT THE THREE E3555 mteVeterans Memorial Hwy,Suite M COMPARTMENT SINK OR GLA55ES MUST BE WASHED IN THE DISHWASHER Ronkonkoma,NY 11779 (G31)356-217G ALL CABINET FACES TO BE FINISHED WITH LAMINATE MANUFACTURED BY TEKNION OR Surveyor: COUNTER APPROVED EQUAL.ALL COUNTER TOPS TO BE WIL50NART 50LID SURFACE OR Nathan Taft Corwin III W/UNDERCOUNTER FRIDGE APPROVED EQUAL.COLORS TO BE CH05EN BY OWNER, 1586 Main Road, Jamesport,NY 11947 NO GAS FIRED APPLIANCES OR UNITS,THEREFORE NO HOOD REQUIRED (G31)727-2090 COUNTER, 3G"W GAS RANGE WITH OVEN 42.75"HEIGHT � Project Name BELOW AND G SERIES INFRA RED J 12)UNDERCOUNTER 3'-5f' i SALAMANDER BROILER ABOVE FOOD CONTROL PLUMBING NOTES REFRIGERATOR Trµ ��) i 5775 W Mill Rd 36 W GAS FLAT TOP No 1 1. FOOD ITEMS REQUIRING TEMPERATURE CONTROL, IF ANY,ARE STORED IN REFRIGERATOR AND FREEZERS RUNNING 24 HOURS BY PROPANE. SNEEZE GUARD 2)UNDERCOUNTER REFRIGERATOR 2.ADEQUATE BARRIER PROVIDED BETWEEN WASTE LINES AND FOOD OR WASHING RELATED EQUIPMENT. i r` i 3. 1"INSULATION SHALL BE USED ON ALL HOT WATER SERVICE PIPING. INSULATE ALL EXPOSED HORIZONTAL PIPING ABOVE CEILINGS, DRAINAGE WATER 13)COLD FOOD WELL UNIT 16"GAS i UNDER OPEN COUNTER SUPPLY LINES IN ACCORDANCE WITH ANSI A 1 17.1 STANDARDS,SEE TABLE 403.2.10. Project Address :y FRYER 4. CONTROLS SHALL SHUT OF HEAT TRACE AND PUMPS WHEN HEATING SYSTEM IS NOT IN OPERATION 5775 W Mill Rd I I)5ANDWICH/SALAD PREP DASHED LINE REPRESENTS 5. ALL COPPER TUBING SHALL CONTAIN 20%MAX. LEAD CONTENT9 PREPARATION REFRIGERATOR" AREA OPEN 8'-0"WIDE TYPE I HOOD OYSTER BARTOP COUNTER 6, PLASTIC MATERIALS ARE NOT TO BE USED FOR VENTS, ROOF DRAINS,HOT$COLD WATER LINES t SANITARY SYSTEMS. DINING(4 SEATS) '� o ————— 7. HOT WATER HEATERS SHALL BE EQUIPPED WITH RELIEF VALVE�OUTLET OR PIPE TO DISCHARGE SO AS NOT TO CREATE A HAZARD OR DAMAGE. M attl tU CIC NY 11952 r-11 ° 10)HAND SINK W/SIDE SPLASH GUARDS 8. NO RELIEF OUTLETS OUTLETS OR PIPING SHALL BE CONNECTED TO ANY DRAINAGE OF VENT PIPING. 9. ALL PLUMBING WORK SHALL COMPLY WITH NYS ENERGY CONSERVATION CODE. NYS BUILDING CODE AND FIRE CODES,S.C.D.H.S.*ALL OTHER CODES OF 9)CLEAN DISHTABLE W/SPLASH GUARD AUTHORITIES HAVING JURISDICTION. Project Type p "x 80" 10. DOMESTIC HOT WATER SHALL BE SUPPLIED BY ELECTRIC HOT WATER HEATERS AS SPECIFIED. SELF CL051NG 5'-0" 11. ALL UNDER GROUND COPPER WATER LINES SHALL BE TYPE K COPPER,ALL WATER LINES IN BUILDING ABOVE GROUND SHALL BE TYPE L COPPER. ADA BATH 2)UNDERCOUNTER REFRIGERATOR 12. ALL WORK UNDER THIS APPLICATION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT t FIXTURES NECESSARY OR REQUIRED TO Lift Renovation 8)DISHWASHER UNDER OPEN COUNTER WORKTOP PERFORM t COMPLETE ALL WORK. 13. WATER SIZES TO FIXTURES SHALL BE AS FOLLOWS 112"TO LAVORATORIES, KITCHEN SINKS,AND 314"TO WATER CLOSETS. 14. CONTRACTOR SHALL COORDINATE PLUMBING DRAWINGS WITH ARCHITECTURAL,ELECTRICAL t MECHANICAL PLANS AS REQUIRED. Revisions 7)THREE COMP SINK W/SIDE SPLASH GUARDS t 15. PROPERLY PLUMBED AND AIR-GAPPED INDIRECT DRAINS TO BE PROVIDED AS NECESSARY. DIRTY DRAIN BOARDS BELOW AND TO THE SIDE Design Development 03-14-2022 o-- -- LM o EQUIPMENT SCHEDULE Rev�sedperQwner 04-II-2022 �,�-.gib_ . o ` Revised per Owner 04 2 12022 o ° NUMBER BAR EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER Kitchen rev sed per Owner OG-I G-2022 o MOP SINK d MOP HOOK 0 W/SIDE SPLASH GUARD Updated w/Seating Layout 07-20-2022 o B I MODULAR BAR DIE SYSTEM KMB Revised Seating Layout 08-1 1-2022 B2 UNDERBAR GLASS ROCK KR24-GSB3-PE Revised per 5CDH5 food Control 09-12-2022 ADA BATH SERVICE STATION, `r STORAGE BELOW Plans Revised per Owner 09 28 2022 2)UNDERCOUNTER B3 UNDERBAR FILLERS�DRAINBOARDS ROYAL FILLER Lightmg Plans Revised per Owner 10-14-2022 TABLE SEATING REFRIGERATOR UNDER o Li htm Plans Revised er Owner I0 2I 2022 OUTDOOR (41 SEATS) 36"x 80" OPEN COUNTER B5 CRAFT COCKTAIL MULTI-STATION KR24-M538L-10 9 9 p TABLE SEATING SEi LF CLOSIF""'NG Construction Documents 1 1-02-2022 (45 SEATS) r I-I _ BOTTLED WATER FILTRATION B6 UNDERBAR FILLERS t DRAINBOARDS ROYAL FILLER SYSTEM(VERO TOWER 70) Revised and Resubmitted to Town 2-15-2023 1'-1 1 114' B7 BACK ABR COOLER DISPENSER, BEER B53GL Issued to Owner for Review 3-15-2023 B 1)MODULAR BAR ROPE Revised and Resubmitted to Town 5-17-2023 DIE SYSTEM —� B8 UNDERBAR FILLERS$DRAINBOARDS ROYAL FILLER Revised and Reissued 6-26-2023 B2)UNDERBAR B9 UNDERBAR DRY STORAGE KR24-S 12-PE GLASS ROCK B3)UNDERBAR FILLERS B I 0 CRAFT COCKTAIL MULTI-STATION KR24-M52GL-7 DRAINBOARD 3'-0" P B 1 1 UNDERBAR FILLERS$DRAINBOARDS ROYAL FILLER SHELVES B5)CRAFT COCKTAIL MULTI-STATION B 12 UNDERBAR HAND51NK W/50AP AND TOWEL KR24-125T D ECISI — BG)UNDERBAR FILLERS' B 14 BACK BAR COOLED, B584K 1� t DRAINBOARD5 i ——— — 7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND A5 B7)DISPENSE R �' i SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. ANY BAR(I O SEATS) , i i BEER PREP i UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A (SEE A-5), VIOLATION OF SECTION 7209 SUB-DIVISION 2 OF THE N.Y. B8)UNDERBAR FILLERS '-AREA,' NUMBER KITCHEN EQUIPMENT TYPE MANUFACTURER/MODEL NUMBER B 14)BACK BAR COOLS STATE EDUCATION LAW. �DRAINBOARDS � � � � B9)UNDERBAR DRY L--- L_ J I ELECTRIC FLOOK FRYER PITCO FRIALATOR, MODEL SE 14 o - STORAGE O 2 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-N(-AL)(-AR) Drawing Title --- B 10)CRAFT COCKTAIL B 12)UNDERBAR HAND5INK W/SIDE SPLASH GUARDS MULTI-STATION 41 3 GRIDDLE,ELECTRIC ACCUTEMP MODEL EGF2083A2450-TI food B 1 1)UNDERBAR FILLERS DRAINBOARDS 4 C Flan 5 SANDWICH/PANINI GRILL VOLLRATH MODEL 40793 G ELECTRIC COUNTERTOP FRYER EQUIPEX MODEL RF85P SCTM# 1000-106.00-06.00-003.000 BUILDING No: 7 THREE(3)COMPARTMENT SINK SAPPHIRE-MODEL#5M52020-3. (20"x20"COMPARTMENTS) 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 7,1 PRE-P,INSE FAUCET ASSEMBLY,WITH ADD ON FAUCET KROWNE MODEL 17-109WL O ZBA No: 7573 DATE: 6/26/2023 8 DISHWASHER, DOOR TYPE CMA DISHMACHINES MODEL EST-C 9 CLEAN DISHTABLE SAPPHIRE MANUFACTURING MODEL 5MCD1-24R SEAL SIGNATURE: DESIGNED BY: DA 2 10 HAND SINK SAPPHIRE 5MH5-02D CHECKED BY: JM -2.0 ,��RED E1�C 10.1 WALL/SPLASH MOUNT FAUCET KROWNE MODEL 14-808L ��5 �� qy/T SCALE: As indicated F 11 SANDWICH/SALAD PREPARATION REFRIGERATOR TURBO AIR MODEL T5T-485D-12-N �� � 9 C� DWG No: 12 UNDERCOUNTER REFRIGERATOR TURBO AIR MODEL TUR-485D-D4-N M limb, First Floor - Food Control I 13 COLD FOOD WELL UNIT, DROP-IN, ICE-COOLED ATLAS METAL MODEL WICDL-2 Sj, u _ i 11 A_6 _T IqrF of NE��OQ` 9 6,15 /4 I -0 NOTE: ICE BINS, MOP ROOM,WALK-IN REFRIGERATION,$EMPLOYEE LOCKERS TO BE LOCATED IN ACCE550RY STRUCTURE 50'FROM MAIN STRUCTURE Architect of Record: CONTINUOUS BEAD OF SEALANT JM2 CONTINUOUS BEAD OF SEALANT IRCId IT E C T U R E c CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER JM2 ARCHITECTURE, PC 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 1631.320.3305 1`1 631,320.3307 Applicant: WINDOW UNIT A5 AIR BARRIER AnthonyAnthony Martignetti 8 East 92nd 5t,Apt 3 CONTINUOUS MINIMAL EXPANDING FOAM AT New York,NY 10128 WINDOW PERIMETER (9 17)535-3777 Architect of Record: WALL SCONCES CONTINUOUS BEAD OF SEALANT JM2 Architecture,PC 2410 North Ocean Ave.Suite 300 0 1735 CONTINUOUS BEAD OF ADHE51VE NY 1 (G31)320 5 (63 I)320-3305 L4 :3,,G/"/x/1O"5C PROVIDE RIGID INSULATION Structural Engineer: BAFFLE AROUND VENTILATION E2 Engmeers CHUTE-FOAM SEAL PERIMETER 488 Montauk Ave WINDOW UNIT AS AIR BARRIER CONTINUOUS BEAD OF SEALANT OF RIGID INSULATION CAVITY INSULATION New London,CT 06320 (860)437-3259 i r CONTINUOUS MINIMAL EX'ANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT MEP Engineer: © — PROVIDE STUD CAVITY CL05URE ON THE Emtec Consulting Engineers DPC i CONTINUOUS BEAD OF SEALANT BACKSIDE OF EACH STUD CAVITY 3555 Veterans Memorial Hwy,Suite M Ronkonkoma,NY 11779 CONTINUOUS BEAD OF SEALANT -, CONTINUOUS SILL SEALER-FULL (631)356-2176 �D WIDTH OF MUD5ILL II CONTINUOUS BEAD OF ADHE51VEI III Surveyor: Nathan Taft Corwin III CONTINUOUS BEAD OF SEALANT ?� ' FOUNDATION WALL AS AIR BARRIER 1586 Main Road, JaMC5o III iII . • .;P_-.. III - 4 947 CONTINUOUS BEAD OF SEALANT O I` CONCRETE SLAB AS AIR BARRIER (G31) 27rt, -2 I 0 (63 I)727-2090 000 III III .° tr e — _ PROVIDE SOLID BLOCKING BENEATH KNEE WALL Project Name IIIIII CAVITY INSULATION 5775 W Mill Rd CONTINUOUS BEAD OF SEALANT _ 000 — FB WALL I II SCONCES I II Project Address _ \ CONCEPTUAL AIR SEALING STRATEGY ll UPPER WALL SECTION CONCEPTUAL AIR SEALING STRATEGY 11 LOWER WALL SECTION CONCEPTUAL INSULATION AT CAPE-STYLE ROOF/1 CEILING AND KNEE WALL CAVITY INSULATION 5775 W Mill Rd, I A II i II \ \ 00 — - Air Seal Details 2 2 Mattituck, NY 11952 �� — � co 60 I �� I I �1 3/4 — 1 —0 Project Type � II it L I— MANUFACTURED RECESSED LIGHT ENCLOSURE Lift Renovation ATTIC INSULATION ATTIC TRU55 Revisions Design Development 03-14-2022 Revised per Owner 04-11-2022 E FLOOR ASSEMBLY Revised per Owner 04-21-2022 -- = Kitchen rev sed per Owner 06-16-2022 INSET BAND J015T — Updated wl5eatmg Layout 07-20-2022 7 9 /2 2 2 Revised Seating Layout 08-11-2022 11'-4 114" CAVITY IN5JLATION RCVlsed per 5CDM5 Food Control 09-12-2022 Plans Rewsed per Owner 09-28-2022 MUDSILL = Lightmg Plans Revised per Owner 10-14-2022 Lighting Plans Revised per Owner I 0-2 I-2022 a-. SILL SEALER EXPANDING FOAM SEALANT AT PERIMETER Construction Documents 11-02-2022 FI rst Floor - Bathrooms 3 tr:� CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT Revised and Resubmitted to Town 2-15-2023 112 7 °_.a` FOUNDATION WALL DRYWALL CEILING Issued to Owner for Review 3 15 2023 RECESSED LIGHTING FIXTURE RCVISed and Resubmitted to Town 5-17-2023 Revised and Reissued 6-26-2023 INSET BAND J015T AT MUD5ILL// 1 1/2"RIGID IN5UL. AIR SEALING AT RECESSED LIGHTING IN ATTIC NAL MAP BY ZBA .. — PLUMBING 5CHEDULE FIXTURE UNITS DE QTY GATE 1 WATER CL05ET SHALL BE:AMERICAN STANDARD RAPIDWAY I/6 GPF/6.0 LPF TOP SPUD ELONGATED WALL HUNG WATER CLOSET,MODEL#3445J 101 ,WITH CHURCH#3155C OPEN FRONT, THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS O ELONGATED SOLID PLASTIC 5'E-AT AND SLOAN#G2 81 11 EXPOSED 5EN50R TYPE, BATTERY POWERED FLUSH VALVE. FIXTURE COLOR SHALL BE WHITE,ADA RIM HEIGHT 17-1/8". 2 INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY CONTINUOUS BEAD OF SEALANT THE RAFTERS. FOAM SEAL BOTH SIDES ALONG UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A CONTINUOUS BEAD OF ADHESIVE RAFTER WITH EXPANDING FOAM SEALANT. MAINTAIN VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 2 LAVATORY SHALL BE: WS BATH COLLECTIONS SIMPLE 60,50A ADA WALL MOUNTED/VE55EL BATHROOM SINK IN CERAMIC 23.6"X 19.7" EQUAL VENT SPACE FOR LENGTH OF RIGID STATE EDUCATION LAW, 2 CONTINUOUS BEAD OF SEALANT INSULATION VENTED AIRSPACE AC C E5 S O RY 5 C H E D U LE ATTIC INSULATION Drawing Title �— FLOORASSEMBC Air Sical Detaib ii� O GRAB BAR TO BE 42"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL INSTALL I"RIGID INSULATION VERTICALLY TO CONNECT INSULATING SHEATHING TO BathroomPian5 O GRAB BAR TO BE 36"GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#85806.99 BY BOBRICK,OR APPROVED EQUAL RIGID INSULATION BAFFLE, FOAM SEAL CONTINUOUS BEAD OF SEALANT BOTH JOINTS 5C-M# 1000-106.00-06.00-003.000 BUILDING No: O GRAB BAR TO BE 24"VERICAL GRAB BAR WITH PEENED GRIP AND POLISHED ENDS MODEL#55806.99 BY BOBRICK,OR APPROVED EQUAL SCDHS No.: C-21-0373 JM2 No: 2022-0642 OSURFACE MOUNTED TOILET PAPER D15FEN5ER TO BE:BOBRICK SINGLE ROLL MODEL#82730 BY BOBRICK,OR APPROVED EQUAL CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT ZBA No: 7573 DATE: 6/26/2023 INTERIOR GYPSUM WALLBOARD AS AIR BARRIER SEAL SIGNATURE: DESIGNED BY: DA O ELECTRIC HAND DRYER TO BE EXCEL XLERATOR(XL-5BV)HAND DRYER,STAINLESS, 208-277V CHECKED BY: JM EXTERIOR INSULATED WALL O FRAMED MIRROR TO BE VARIABLE 24"WIDTH x 36"HIGH 8-290 SERIES FRAMED MIRROR BY BOBRICK,OR APPROVED EQUAL SCALE: As indicated �\g ��E y�� CONCEPTUAL AIR SEALING STRATEGY AT UPPED FLOOR BAND J015T I"EXT. INSUL.SHEATHING AS ATTIC SAVE BAFFLE AND VENT p`Z' ���� DWG No: O SURFACE MOUNTED WASTE RECEPTICALTO BE 8-35639 TRIMLINE SERIES W/DISPOSAL DOOR AS MANUF.BY D05RICK OR APPROVED EQUAL * It 1 NOTES: Air Seal Details • ALL TOILET ACCESSORIES SHALL BE MANUFACTURED BY BOBRICK,OR APPROVED EQUAL �� — �� A—'7 qTF of NES A COPPE R AND CAST IRON PIPING SHALL BE SUPPORTED BY HANGERS ANCHORS AND SUPPORTS. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC 1 1 /2 — I —O ACTIONS AS PER TABLE B.C.-308.5. MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF C.I.SHALL BE 5'-0". MAXIMUM HORIZONTAL SPACING FOR SUPPORT OF COPPER PIPING SHALL BE 12'-0." Architect of Record: I A-5 JM2 / Rdi. ITE T C U RE Pic a a a a a a a JM2 ARCHITECTUREPC 2410 NORTH OCEAN 'VENUE 5UITE 300 fARMINGVILLE, NY, 11738 T 631.320.3305 1`1 631.320.3307 Applicant: Flr5t Floorff] F2 Anthony Martignetti /V —a —0 - O— — 8 East 92nd 5t,Apt 3 New York,NY 10128 (9 17)535-3777 North Wail- Bar Room 1 East Wall- Bar Room 4 Architect of Record: JM2 Architecture,PC 2410 North Ocean Ave.5uite 300 1 /4 — 1 '0 114 — 1 -0 farmingville,NY 11738 (631)320-3305 Structural Engineer: E2 Engmeer5 488 Montauk Ave New London,CT 06320 --- (860)437-3259 MEP Engineer: Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,5uite M Ronkonkoma,NY 11779 (631)356-2176 nn Surveyor: a a a U Nathan Taft Corwin III 1586 Main Road, JMC51port,NY 11947 (631)727-2090 Project Name First Floor _ FIrSt Floor _ 5775 W Mill Rd 0' - 0" v : . 5outh Wall- Bar Room 3 West Wall- Bar Room 2 ProjectAddre5s 11411 _ 1 1-nil q_g 1 /411 = I 1_011 q_g 5775 W Mill Rd, Mattituck, NY 11952 Project Type FI R5T FLOOR INTERIOR ELEVATIONS Lift � Renovation SECOND FLOOR INTERIOR ELEVATION5 RGv1510n5 Design Development 03-14-2022 Rev15ed per Owner 04-11-2022 Revised per Owner 04-21-2022 Kitchen revised per Owner 06-16-2022 Updated w/5eat ng Layout 07-20-2022 Revised 5eating Layout 08-11-2022 Revised per 5CDH5 food Control 09-12-2022 Pians Rewsed per Owner 09-28-2022 Lighting Plans Rewsed per Owner 10-14-2022 Lighting Plans Rewsed per Owner 10-21-2022 Construction Documents 11-02-2022 Rewsed and Resubmitted to Town 2-15-2023 Issued to Owner for Review 3-15-2023 Rewsed and Resubmitted to Town 5-17-2023 Rewsed and R6I55Ued 6-26-2023 AP 1 THE5E DRAWING5 ARE AN INSTRUMENT Of 5ERVICE,AND A5 5UCH ARE THE PROPERTY Of JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED U5E Of THE5E DOCUMENT5 15 IN A VIOLATION Of 5ECTION 7209 5UB-DIV15ION 2 Of THE N.Y. STATE EDUCATION LAW. Drawing Title Interior EIC"Vatl0n5 5CTM# 1000-106.00-OG.00-003.000 BUILDING No: 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 ZBA No: 7573 DATE: 6126/2023 5EAL t 51GNATURE: DE51GNED BY: DA CHECKED BY: JM 010 SCALE: I14"= 1'-0" DWG No: tip) 0 39a5 y0�� A 8 F ,F NES Architect of Record: ADA ACCE551BLE(USABLE)REQUIREMENTS:(ICC AI 17,1 2009/2020 IBC SHALL APPLY) z ADA MANEUVERING CLEARANCES PROTRUDING OBJECTS 36° 39"-41" --Ile ai 36"MIN. 36"MIN. 0 0 0 0 24' 12"MIN. 12"MAX. PROTRUDING OBJECTS , j 42"MIN. MIN RESTROOM MEN WOMEN JM2 14° 36„ ANY AMOUNT 12"MAX. RIC ITE T P CD = 8'-7 3/4" MIN MO ELEVATIONS SHOWN FROM EXTERIOR Architect of Record: 3'-0 3/4" MIN MO 8'-7 1/4" TRIM 3'-2 3/4" MIN MO GENERAL NOTES USE OF DRAWINGS CD 3'-0 1/4' TRIM 8'-1 1/2" MIN RO 3'-2 1/4- TRIM These drawings are provided as a service by Andersen Windows,Inc.for the benefit of its customers.Information in these drawings may JM2 2'-6 1/2" MIN RO 8'-1" OA UD ' 2" MIN RO only be used in conjunction with the project identified on the drawings and when made part of the dealer or distributor submittal. Z 2-8 1/ 2'-6" UD4'-0" UD 4'-0" UD 2'-8" UD Anyone using this drawing acknowledges that Andersen has no obligation(a)to assure the sufficiency or correctness of information R C µ.. I T E C T U REP c provided to Andersen in order to prepare the drawings,or(b)to perform any on site inspection,during or after the construction.Anyone A E 1" using this drawing also agrees to defend,indemnify and hold Andersen and its employees harmless from any claim for injury,damage or 2 00 loss(a)arising from any actual or alleged insufficiency or incorrectness of information provided to Andersen regarding the construct or(b) 2 2 alleged to have been caused or contributed to as a result of a failure to perform an on-site inspection of the construction by Andersen.In the event Andersen incurs expenses,including reasonable attorney's fees,to enforce this indemnity,such expenses shall be paid by JM2 ARCHITECTURE, PC C1 anyone using this drawing. 2410 NORTH OCEAN AVENUE Z = K SUITE 300 00 2 ANDERSEN, DEALER OR DISTRIBUTOR SUBMITTAL FARMINGVILLE, NY, 11738 0 2 o These drawings are a part of materials submitted by an Andersen dealer or distributor.Carefully review these materials for additional o o CD I z 2 ci N notes,specifications and other important information. T 631.320.3305 F631.320.3307 I Z _ N o Andersen is not responsible for subsequent additions,modifications or alterations made by others to the drawings or to the work g F 10 i AUX described in the drawings. Applicant: I `rj — �" 2 CODE COMPLIANCE CD 0- o Anthonyarti netti i B I Compliance with all applicable laws,ordinances,building codes and safety requirements with regard to Andersen specifications or use of LY 9 `r' 'a- 2 the units within the project is the responsibility of others. 8 East 92nd 5t,Apt 3 PROTECTION OF UNITS New York,NY 10128 Store units and accessories off ground,under cover,protected from weather and construction activities.Protect uncartoned,setup (917)53 5-3777 multiple units.Continue protection of units from construction activities after installation. PRODUCTPERFORMANCE Architect of Record: AWN AWN Individual units and unit combinations will perform to the Design Wind Load Pressure shown on these drawings when installed in JM2 Architecture,PC 2 accordance with recommended instructions and these drawings. For additional performance data and other important general notes, 0 North Ocean Ave.Suite 300 24 2 DHG " " installation and safe publications of Product Guide for Professionals",or online at LVL REINFORCED JOINING information,review current " ® 2 ANDERSEN 1 X 3 1/2 Andersenwindows.c m p Farmingville,NY 11738 FIELD TESTING (G3 1)320-3305 Andersen recognizes field testing specifications as set forth in AAMA 502"Voluntary Specifications for Field Testing of Newly Installed Fenestration Products".The water penetration resistance shall be to ASTM E1105"Standard Method for Field Determination of Water 5tructura I Engineer: Penetration of Installed Windows,Skylights,Doors and Curtain Walls by Uniform or Cyclic Static Air Pressure"procedure B. For E2 Engineers additional clarification,review Andersen Field Test Policy provided as part of the submittal documents or online at Andersenwindows.com INSTALLATION AND FINISHING INSTRUCTIONS 488 Montauk Ave Except as noted on these drawings,follow recommended installation instructions provided with the units which are an integral part of New London,CT 06320 **ADDITIONAL INSTALLATION REQUIREMENTS** these drawings. (660)437-3259 SEE EXAMPLE ELEVATION ON PAGE 1 Windows installed on a floor system require consideration of impacts including but not limited to water management,type of glass, installation integration,anchoring methods and/or interference with other building components. MEP Encjlneer: CONSTRUCTION BY OTHERS Andersen is not responsible for conditions in or performance of building construction adjacent to and beyond the perimeter of the Emtec Consulting Engineers DPC MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR MAHOGANY WITH CLEAR COAT INTERIOR Andersen units.Selection of the method of attachment of the Andersen units to the building structure and the types of fasteners to be 3555 Veterans Memorial Hwy,Suite M MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF used beyond those identified in our current installation guides is the responsibility of others. Ronkonkoma,NY 11779 DIMENSIONS (G3 1)356-2176 » » » » Unit dimensions shown are to the exterior face of the window or door frame cladding material unless otherwise noted.Field verification of WINDOWTYPE A WINDOW TYPE D WINDOW TYPE E rough opening dimensions is the responsibility of others.Rough and masonry opening dimensions shown may need to be increased to rveyor: allow for mulled unit tolerances. SCALE: 1/2n = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY: 5 SCALE: 1/2" = 1'-0" QUANTITY: 1 ROUGH OPENING(R.O.) Nathan Taft Corwin III Rough opening dimensions shown are the minimum dimensions recommended for proper installation.These dimensions may need to be 1586 Main Road, increased to allow for use of building wraps,flashings,sill panning,brackets,fasteners or other items within the rough opening. Jamesport, IJY 11947 100 Series window combinations require 3/8"shim space each side for rough opening sizing.Larger rough openings need to be (631)727-2090 5-6 7/8" MIN MO 3'-7 1/4" MIN MO 3'-0 3/4" MIN MO coordinated with architect and/or general contractor to make sure window combinations are positioned for proper installation. SPECIAL NOTES 5-6 5/16" TRIM 3'-6 3/4" TRIM 3'-0 1/4" TRIM Notes on the drawings marked with the Andersen logo( )describe recommendations that may differ from the project construction Project Name documents. 5-0 5/8" MIN RO 3'-1" MIN RO 2'-6 1/2" MIN RO 5'-0 1/16" UD 3'-01/2" UD 2'-6" UD GENERAL PRODUCT NOTES: 5 775 W Mill Rd N N A 1. ALL UNITS TO HAVE 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR AS NOTED ON ELEVATIONS U.N.O. 2 2 2 2. ALL UNITS TO HAVE LOW–E4 GLAZING, U.N.O. ALL DOOR UNITS TEMPERED. 3. SOME UNITS TO HAVE 5/8" DIVIDED LIGHT GRILLES WITH SPACER, PATTERN AND LOCATION PERProject Address — ELEVATIONS, 2604 COLONY WHITE COLOR EXTERIOR, INTERIOR TO MATCH INTERIOR OF UNIT U.N.O. 5775 W Mill �d, 4. ALL DOUBLE–HUNG UNITS TO HAVE 2604 COLONY WHITE COLOR, TRUSCENE INSECT SCREEN FRAMES U.N.O. 5. ALL AWNING UNITS TO HAVE MAHOGANY WITH CLEAR COAT, TRUSCENE INSECT SCREEN FRAMES U.N.O. 0 6. ALL VENTING WINDOW UNITS TO HAVE BLACK COLOR HARDWARE U.N.O. Mattituck, NY 1195 2 z 7. ALL DOOR UNITS TO HAVE ALBANY STYLY, BLACK COLOR HARDWARE. 8. CONTINUOUS DRIP CAPS RECOMMENDED FOR ALL UNITS. 9. ALL E–SERIES UNITS AND COMBINATIONS OVER 30 SF OR REQUIRING DP50 OR GREATER, ARE Project Type ZC? oME CDo `7 o B RECOMMENDED TO INCLUDE A SECONDARY MEANS OF FASTENING IN ADDITION TO THE STANDARD z �, 2 INSTALLATION FLANGE. P o LO 7'-3 1/2" OA MIN RO Lift Renovation �� o SPECIAL NOTES: 7'-3" OA UD C) a) rn 1 40 '� I> TEMPERED GLASS 3'-7" UD 3'-7" UD Revisions 42� DHG LPT LOW PROFILE THRESHOLD Design Development 03-14-2022 ■ ■ ■ ReVlsed per Owner 04-11-2022 ■--- — __■ ■ Rev sed per Owner 04-21-2022 Kitchen rev sed per Owner 06-16-2022 li y Updated w6eating Layout 07-20-2022 Ir Q HPO R HPO o E–SERIES REINFORCED Revised Seating Layout 05-11-2022 2 LPT JOINING WHERE 2 LPT SPECIFIED �� Revised per SCDHS Food Control 09-12-2022 N Plans ReVI5ed per Owner 09-28-2022 ■■ e■ Lightmg Plans Revised per Owner 10-14-2022 O Lighting Flans RCV19ed per Owner 10-21-2022 MAHOGANY WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR o¢ ¢o _ — J Construction Documents 11-02-2022 MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 40 PSF LIMITED WATER MAXIMUM DESIGN PRESSURE = 30 PSF v _ o y z' Revised and Resubmitted to Town 2-15-2023 » » » » » » o N Issued to Owner for Review 3-15-2023 DOOR TYPE H DOOR TYPE J WINDOW TYPE A .. Revised and Resubmitted to Town 5-17-2023 SCALE: 1/2" = 1'-0" QUANTITY: 4 SCALE: 1/2" = 1'-0" QUANTITY: 1 SCALE: 1/2" = 1'-0" QUANTITY: 12 = P W Revised and Reissued 6-26-2023 � J 5'-7 3/4" MIN MO 11'-2 3/4" MIN MO o IS F 2'-10 3/4" MIN MO 10 5'-7 1/4" TRIM 11'-2 1/4" TRIM N _� AP 2'-10 1/4" TRIM 5'-1 1/2" MIN RO 10'-8 1/2" MIN RO �� _ �� { r� tri rTcon ray MlC 2'-4 1/2" MIN RO 5-1" OA UD 10'-8" OA UD i i i i t CT Q-i CTRL 2'-4" UD 2'-6" UD 2'-6" UD 3'-6" UD 3'-6" UD 3'-6" UD n E J 6" 24" OR LESS 24" OR LESS 24" OR LESS 24" OR LESS 6" DATED: , I itM 2 72-7 THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS ANCHORAGE KEY: SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A o ■■■ JAMB CLIP/SCREW THROUGH JAMB - FIELD APPLIED BY OTHERS VIOLATION OF SECTION 7209 5UB-DIVI5ION 2 OF THE N.Y. 0 2 0 2 JOINING ANCHOR PLATE STATE EDUCATION LAW. —1 L o M _o IL o �i N z11 El z to 2 **EXAMPLE ELEVATION ONLY** N Z ° M M \ s r N \ F N o Draw ng Title N o \ D SCALE 1/2" = 1'-0" o G AWN -a T � B 2 2 Window Door Details L AUX AUX AUX 2 5CTM# 1000-106.00-06.00-003.000 BUILDING No: DHG DHG ANDERSEN 1" X 3 1/2" SCDHS No.: C-21-0373 JM2 No: 2022-0642 2 ANDERSEN 1" X 5 3/16" LVL REINFORCED JOINING LVL REINFORCED JOINING ZE3A No: 7573 DATE: 612612023 SEAL SIGNATURE: DESIGNED BY: Author CHECKED BY: Checker **ADDITIONAL INSTALLATION REQUIREMENTS** �������D qy,�, SCALE: WHITE COLOR TRUSCENE INSECT SCREEN FRAME SEE EXAMPLE ELEVATION ON PAGE 1 PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR PINE WITH CLEAR COAT INTERIOR Q -� DWG No: MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF MAXIMUM DESIGN PRESSURE = 30 PSF AR WINDOW TYPE "B" WINDOW TYPE "C" WINDOW TYPE "F" Ed " � " " " � " ��'9T �' 3945 �OQ� Am SCALE: 1/2" = 1'-0" QUANTITY. 1 SCALE: 1/2" = 1'-0' QUANTITY: 1 SCALE: 1/2" = 1 –0 QUANTITY: 1 F NES Architect of Record: JM2�1 1 1 /J04— N_ 5 low3 RC ITECTUREPC 3 3 77 7 19 19 6 JM2 ARCHITECTURE, PC 6 96 9 90 2410 NORTH OCEAN AVENUE 20 0 SUITE 300 FARMINGVILLE, NY, 1 1738 T 631.320.3305 F� 631.320.3307 4 9/16" 2 7/8" 2 7/8" co 4 9/16" 9 o M DETAIL NOTES M M Applicant: M r7 �'� M t' o / Anthony Martignetti Q1 BUILDING WRAP BY OTHERS o / / / 0 0 0 % j �/ 8 East 92nd St,Apt 3 N //, � / cn z / New York,NY 10126 UJI U2 PAN FLASHING OR SILL PAN BY OTHERS z �w j z w j z w z � � � � � (9 17)535-3777 CD U3 FLANGE SET IN BED OF SEALANT BY OTHERS - Architect of Record: ® NO SEALANT BEHIND SILL FLANGE 13 JM2 Architecture,PC _ 2410 North Ocean Ave.Suite 300 Q5 FLASHING BY OTHERS -- Farm ngvdle,NY 11738 © DRIP CAP AS SPECIFIED, INSTALLED BY OTHERS SET IN 13 (631)320-3305 BED OF SEALANT, SEE GENERAL NOTES Q7 SEALANT BY OTHERS AT FLANGE/FRAME INTERFACE _ Structural Engineer: �`— — E2 Engineers ® BACK DAM BY OTHERS 488 Montauk Ave New London,CT 06320 Q9 INTERIOR AIR SEAL BY OTHERS A E-SERIES DOUBLE-HUNG HEAD E E-SERIES AWNING HEAD J E-SERIES AUXILIARY HEAD N E-SERIES OUTSWING DOOR HEAD (860)437-3259 10 SEALANT WITH FOAM BACKER ROD BY OTHERS 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-o" 2 SCALE: 3" = 1'-0" MEP Engineer: 11 ANDERSEN EXTENSION JAMB OR STOOL AS SPECIFIED Emtec Consulting Engineers DPC 3555 Veterans Memorial Hwy,Suite M 12 ANDERSEN DRYWALL RETURN BEAD AS SPECIFIED Ronkonkoma,NY 11779 13 ANDERSEN INSECT SCREEN AT OPERABLE UNIT, IF (631)356-2176 SPECIFIED 9 14 ANDERSEN HARDWARE AT OPERABLE UNIT, IF SPECIFIED 9 13 9 ( 9 Surveyor: Nathan Taft Corwin III 15 THRESHOLD SET IN BEAD OF SEALANT BY OTHERS 19 19 / 1586 Man Road, 16 ANDERSEN SILL SUPPORT, IF SPECIFIED x / Jamesport,NY 1 1947 17 (63 I)727 2090 ANDERSEN SILL STEP IF SPECIFIED / - co / 18 ANDERSEN WOOD THRESHOLD, IF SPECIFIED Project Name 19 ANDERSEN JAMB INSTALLATION SCREW, IF SPECIFIED 04 C*4 0© ANDERSEN EXTERIOR TRIM OR SILL NOSING, IF SPECIFIED 1 � 411/16" 5775 W Mill Rd 21 ANDERSEN STORMWATCH HARDWARE 1 3 3/8" UNIT DIMENSION 5 3 3/8" UNIT DIMENSION 5 3 3/8" UNIT DIMENSION 5 3 3/8" UNIT DIMENSION 5 .—TT >> 3 1/4" MIN. R.O. 3 1/4" MIN. R.O. 3 1/4" MIN. R.O. 3 R.O. Project Address JOINING NOTES 7 7 7 5775 W Mill Rd, AO ANDERSEN VINYL TRIM STRIP 10 13 10 10 10 Matt�tuck NY 1195 2 © ANDERSEN ALUMINUM TRIM STRIP 20 0 0 © ANDERSEN NON-REINFORCED JOINING Project Type QD ANDERSEN ALUMINUM REINFORCED JOINING rB E-SERIES DOUBLE-HUNG JAMB KFE-SERIES AWNING JAMB K E-SERIES AUXILIARY JAMB P E-SERIES OUTSWING DOOR JAMB OE ANDERSEN STEEL REINFORCED JOINING 2 SCALE: 3" = 1'-0" �SCALE' = 1'-0" 2 SCALE: 3" = 1'-0" 2 SCALE: 3" = 1'-0" Lift Renovation OF ANDERSEN STEEL CLIP JOINING © ANDERSEN LVL REINFORCED JOINING OH Revisions ANDERSEN FIBERGLASS REINFORCED JOINING - 13 Design Development 03-14-2022 OJ ANDERSEN INTERIOR TRIM FIELD APPLIED BY OTHERS 13 Revised per Owner 04-11-2022 OK INTERIOR TRIM SUPPLIED BY AND FIELD APPLIED BY14 ,�j�� Revsedper Owner 04-21-2022 OTHERS o 0 / 0 0 Co 0 // Kitchen revised per Owner OG-16-2022 Q STRUCTURE SUPPLIED ANG FIELD APPLIED BY OTHERS � z � z z / Updated w/Seating Layout 07-20-2022 LJ w w QM ANDERSEN VINYL INTERIOR COVER FIELD APPLIED BY o - o / o Revised Seating Layout 08-11-2022 OTHERS z M z z / co Revised per SCDHS Food Control 09-12-2022 QN ANDERSEN 2" STRUCTURAL TRIM COVER FIELD APPLIED / / z zo Plans Revised per Owner 09-28-2022 BY 017HERSw Lighting Plans Revised per Owner I0-14-2022 © ANDERSEN 3 3/4" FIBREX TRIM COVER FIELD APPLIED 4 9 BY OTHERS 0 16" 20 2 7 " 0 2 7 " 0 M Lighting Plans Revised per Owner I0-21-2022 / / / Ck � C14 Construction Documents I 1-02-2022 ® BLOCKING SUPPLIED AND FIELD APPLIED BY OTHERS 10 10 10Of LA Revised and Resubmitted to Town 2-15-2023 ® ANDERSEN ADJUSTABLE MULL COVER 7 8 7 8 7 8 Issued to Owner for Review 3-15-2023 4 2 4 2 4 26 1/4' Revised and Resubmitted to Town 5-17-2023 1 1 19 1 19 15 :�� 2 Revised and ReI551Jed 6-26-2023 C E-SERIESDOUBLE-HUNG SILL G E-SERIESAWNING SILL E-SERIESAUXILIARY SILL Q E-SERIES OUTSWING DOOR THRESHOLD LMAP 2 SCALE: 3 = 1 -0" 2 SCALE: 3 = 1 -o" 2 SCALE: 3 = 1 -o" 2 SCALE: 3 = if-091 LOW PROFILE THRESHOLD J DATED: J J THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,AND AS / i SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C.ANY UNAUTHORIZED USE OF THESE DOCUMENTS 15 IN A VIOLATION OF SECTION 7209 SUB DIVISION 2 OF THE N.Y. STATE EDUCATION LAW. 00 Drawing Title 0 :2 z 0 / w Window Door Detaib G c c 00 ZD -40 5CTIM# 1000-106.00-06.00-003.000 BUILDING No: 15 5 5/8" 8 5CDH5 No.: C-21-0373 JM2 No: 2022-0642 1 2 ZBA No: 7573 DATE: 6/2612023 :"DL GRILL D VERTICAL 1 X 5 3/16" LVL JOIN H VERTICAL 1 X 3 1 /2 LVL JOINM VERTICAL 1 X 3 1 2 LVL JOIN R E-SERIES OUTSWING DOOR THRESHOLD SEAL>I SIGNATURE: DESIGNED BY: Author NOT TO SCALE 2 SCALE: 3" = 1'-0" DOUBLE-HUNG / DOUBLE-HUNG 2 SCALE: 3" = 1'-0" AWNING / AWNING2 SCALE: 3" = 1'-0" AUXILIARY / AUXILIARY 2 SCALE: 3" = 1'-0" STANDARD THRESHOLD CHECKED BY: Checker SCALE: 3"= I'-0" F 0 ;�A DWG No: mi S '-y�.� 0 3945 y0�� A= 1 F NES On "It is a violation of the State Education Law for any person, rc itect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such Item is altered, the altering engineer shall affix to the item his or her seal and the notation "altered by" followed by his J M or her signature and the date of such alteration, and a f , specific description of the alteration." (�' This plan is approved only for the work indicated on the I� c ' itecture P.C. application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11738 T 031 .320.3305 FI G31 .320.3307 Applicant: Anthony Martignetti 8 East 92nd 5t, Apt 3 1 New York, NY 10128 (917) 535 - 3777 Architect of Record : JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 — — — — — — Farmingvllle, NY, 1 1738 (G31) 320 - 3305 MEP Engineer: 2" CW Emtec Consulting Engineers DPC P-1 3555 Veterans Memorial Highway, Suite M P_2 — — Ronkonkoma, NY 11779 — — — — (G31) 35G - 2176 1 1/2" Surveyor: 1 1/2" 3/4" ( I I Nathan Taft Corwin ( HWR ( III 1586 Main Road, ( I I Jamesport, NY 1 1947 I I (63 I) 727 - 2090 I Project Name WH-2 WH-1 ATTIC 5775 W Mill Road 1 t "W 1°' HW I i I SHEET NOTES 1 1/4" HW 1 1/2" HW 1 1/2" HW 1 1/2" HW I I Project Address — — — — — — — — — — _ I I 1. ALL PIPE SIZES SHOWN ARE REPRESENTATIVE 5775 W Mill Rd OF THE INNER DIAMETER OF PIPING. � 1 to CW 1-1/2" CW F , �— PLUMBING CONTRACTOR SHALL ACCOUNT FOR _ — 2 CW — _ — 2 CW — I PIPE SIZES ACCORDINGLY. M a tt t u c k, NY 1 1952 ( ( I I 2. DISTANCE FROM CIRCULATING LOOP TO ( I I I LAVATORY HW OUTLET SHALL NOT EXCEED 2 Protect Type FEET FOR 1/2" PIPING. Renovation » I I I I I Revisions 3/4 3/4" I I I I I I 1 1/2" HW 07-18-22 ISSUED FOR SCHEMATIC DESIGN 1" I I 1 1-04-22 ISSUED FOR PERMIT I I I 3/4"1 1 1/2" 1 I I I I I I I �I�.P)� I I I l i I I I I I 04-28-23 ISSUED FOR 100% CD ( I /2 I I I I 05-12-23 ISSUED FOR PERMIT (TYP.) I 07-2G-23 OWNER REVISIONS 1 Ff 4 H H 0 4 H H 0 4 -1 H.0 4.H4 � II DW � ERF Q W W W (Q WC Q WC (� SK LAV F —1 FHWR HWR HWR I 2ND FLOOR MS 2„ CW 2" CW 2" CW 1 1/2" CW 7 — — Li 1/2" HW 1 1/2" HW LT 1 1/2" HW _ _ 3/4" CWJ 3/4" CW 3/4" CW — — 3/4'— T 3/4" HWR 3/4_' HW 1" HW 1=HW 1 1/4" HW 1 1/4" HW — — Ml — I I I II I i II I I I it I III A .. WATER I I 1 I I I i I I ■ • I I THESE DRAWING5 ARE AN INSTRUMENT OF SERVICE, AND ( 3/4" 1/2 A5 SUCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. 4"RPZ ; 2 FT 1/2" I 3/4" 1/2" 1" 1/2" ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS IN A UNDER BAR _y I I I HAND SINK MAX., ) (n'P ) I (TYP.) Ho 4H (NP ) VIOLATION OF SECTION 7209 5UD-DIVI5ION 2 OF THE N.Y. Q Q STATE EDUCATION LAW. H, 1H—� I � I HB LAV LAV THREE COMP. SINK DISH HS-1 2 RPZ WASHER Drawing Title ■ ■ 1/2" 0 1 ST FLOOR —° ■ MS PLUMDING ■ • • I 2» R15ER DIAGRAM5 I ■ — — � CW, HW, AND HWR PIPING _ L—' UNDER SLAB TO SERVING ■ �...••••••••••• ••••• •••• •••••� AREA PLUMBING FIXTURES TM# 1000-106-6-3 APP No: PIPING NOTE: ALL DOMESTIC HOT, COLD AND HOT WATER RETURN 5CDH5 No.: JM2 #: 2022-0642 PIPING MATERIALS, JOINTS AND FITTINGS GREATER THAN 1" SHALL BE CPVC WITH 1" THICK Planning #: _ DATE: 5/3/2022 DOMESTIC WATER RISER DIAGRAM MINERAL—FIBER INSULATION. ALL DOMESTIC HOT, SEAL SIGNATURE: DESIGNED BY: RB COLD AND HOT WATER RETURN PIPING MATERIALS, SCALE: NONE JOINTS AND FITTINGS 1" AND LESS SHALL BE PEX 4" FIRE RPZ AND 2" DOMESTIC RPZ INSTALLED IN WITH 1" THICK MINERAL—FIBER INSULATION. ALL CHECKED BY: APs REFER TO CIVIL A OUTDOOR HOTBOX ENCLOSURE BY PLUMBING PIPING IN EXPOSED LOCATIONS SHALL BE PROVIDED DRAWINGS FOR CONTRACTOR. REFER TO DETAILS FOR FURTHER WITH PVC JACKETING. Of NEty Y SCALE: As indicated CONTINUATION INFORMATION. y�t� P sq�Q�A�, DWG No: S R 716 SOA �O07 Ppyo' ROFESSIO� "it Is a violation of the State Education Law for any person, Architect ot Kecord: unless he or she is acting under the direction of a licensed professional engineer to alter an item in anyway, on this drawing and/or in this specification in anyway. If any such item is altered, the altering engineer shall affix to the item Ma his or her seal and the notation "altered by" followed by his ' or her signature and the date of such alteration, and a specific description of the alteration." � Recture P.C. This plan is approved only for the work indicated on the c application specification sheet. all other matters are not to be relied upon, or to be considered as either being approved or JM2 ARCHITECTURE PC in accordance with applicable codes. 4" V.T.R. 2410 NORTH OCEAN AVENUE SUITE 300 FARMINGVILLE, NY, 11735 I PIPING NOTE: 1 T 631 .320.3305 FI 631 .320.3307 r--------,� ALL SANITARY WASTE AND VENT PIPING MATERIALS, 1 JOINTS AND FITTINGS SHALL BE PVC EXCEPT FOR Applicant: SANITARY GREASE PIPING WHICH SHALL BE CAST IRON. Anthony Martlgnetti i 8 East 92nd 5t, Apt 3 New York, NY 10128 I I I (9 17) 535 - 3777 I I Architect of Record : I JM2 Architecture, PC 2410 North Ocean Ave, Suite 300 Farmingville, NY, 1 1738 I I (G31) 320 - 3305 FD I ATTIC MEP Engineer: 4"V I Emtec Consulting Engneer5 DPC 3555 Veterans Memorial Highway, Suite M 2„ Ronkonkoma, NY 1 1779 (G31) 35G - 217G 3 V 4'V 4"V 4 V I Surveyor: r-- ---r-- --�--- ----- --- —T --T---- -- --------�---- Nathan Taft Corwin T T T r—I r , 158G Main Road, I i 21$v + I I 1 I I I I I I I I I I I I I Jame5port, NY 1 1947 (TYP.) I I I I I I I r------T—J 11-1/2'viI I I I I I (G31) 727 - 2090 I I I I i I I I (TYP.) �b I I I I I i I I 1 I I I I I I I I I I I I + 1 1/2"V +--1 1/2"v I I I I I I i I Protect Name ---- (TYP.) i (TYP.) I 5775 W Mill Load 4v LAV I i I LAV I I I LAV I I SK I I D I D I I I LAV I I Project Address 1 I I I 1 I I 1 SK i I I i I I I I I J CODP I SHWR I CODP I SHWR I CODP DW I WM WM SHWR I I I 2ND FLOOR 5 775 W Mill Rd, — --- -- — --- ------ --- _ �-- I Mattituck, NY 1 1952 �--L— �-- --�— — -- -- ----- -- -- --- —s-- ` ----- —�--- - — —— — —— — —— 3»— 4»— � j Protect Type 4„ 4„ 4„ 4„ 4„ 2 5 DFU's 1 4 DFU's 4" 6 DFU's 1 5 DFU's 4 DFU's 9 DFU's 5 DFU's 14 DFU's 19 DFU's 4" (TYP) 1 30 DFU's I I Renovation II 30%V 3"V 4"V 4"V 1 4"V 3"V 2"V Revisions -------r---- -----r— ---- ------r----T— r ---- ------------ -----}------j--- ---- -------�1------- --------------�}-------� 07-18-22 155UED FOR 5CHEMATIC DE51GN r I I I I I 1 —I 3„V i I I I 1 1-04-22 155UED FOR PERMIT ( I I I 04-28-23 155UED FOR 100% CD 2 i "YI 015-12-23 155UED FOR PERMIT I (TYP.)-4, j 2„V�, 017-2G-23 OWNER REV1510N5 1 2"V-- t 2 V--� 2"V—+ 20$V + I 2,,v-4, I 2 'V_-T 2 V--T 1 1/2"V I I (TYP.) (TYP.) I I I I I (TYP.) I i I (TYP.) I i (TYP.) 3 COMPARTMENT SINK I COLD—FOOD I I 1 I I I I I I I UNDER I UNDERBAR BEER 1 UNDERBAR COCKTAIL UNDERBAR I UNDERBAR DISH I WELL UNIT i HS-1 I 1 I LAV I I I LAV I I I HAND DRAINBOARD DISPENSER 1 DRAINBOARD MULTI—STATION DPAINBOARD I BEER—BINS 1:�9I I 1 I 1 1 I I I „ WASHER I 1 I I ( -G 11 4 1ST FLOOR COD 1 CODP I — I I FD I I CODIP I FD I C 0 D P -- ---I 30 DFU's 4pt CONNECT TO SANITARY MAIN — FS FD FS 1 ® ' I FS I FS I 56 DFU's LINE ON SITE. REFER TO 2 DFU S 2 — ——— ———,�— l THE LATEST SITE PLAN. I „, I \ _ — _ ---------- -- -------------_---- I 2 DFUS 4 --�-- 2 DFU'S 4'-- ---i ---\�- — — ------ ---------- —�-----�— ---\----- ------------- ——————————-- ---- --- -- --- MAL AP REVIEWED BY Z_t3A_ 4" (TYP) 4” 4” 4" 4" 4" 4" 2" 4" 4" (TYP) 4" 4" 2 DFU's 4 DFU's 8 DFU's 10 DFU's 12 DFU's 6 DFU's 18 DFU's 2 DFU's 4 DFU's 2 DFU's 18 DFU's 8 DFU's CONTINUATION TO KITCHEN WASTE LINE ON SITE REFER TO THE LATEST SITE PLAN. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE, AND SANITARY RISER DIAGRAM A5 5UCH ARE THE PROPERTY OF JM2 ARCHITECTURE, P.C. SCALE: NONE ANY UNAUTHORIZED U5E OF THE5E DOCUMENT5 15 IN A VIOLATION OF 5ECTION 7209 5UB-DIV15ION 2 OF THE N.Y. COMBINE 1ST FLOOR WASTE AND 5TATE EDUCATION LAW, 2ND FLOOR WASTE LINE. Drawing Title FLUM51NG R15ER DIAGRAM5 5CTM# 1000-I OG-G-3 APP No: 5CDIH5 No.: JM2 #: 2022-0642 Planning #: _ DATE: 5/3/2022 5EAL 51GNATURE: DE51GNED BY: RB CHECKED BY: AP5 OF NEty o 5CALE: As indicated P.84Qc�P�, DWG No: y F�� 'dft Aft 3 �Op 10074 P�,�► 60 ROF S510� EXISTING LOT AREA DATA TOWN BUILDABLE LAND LOT COVERAGE NYSDEC ADJACENT AREA LOT COVERAGE S.C.TAX No. 1000-106-06-03 S.C.TAX No. 1000-106-06-03 S.C.TAX No. 1000-106-06-03 TOTAL LOT AREA:4,829 SF or.111 ac. TOWN BUILDABLE LAND:2,049 SF UPLAND LOT AREA NYSDEC ADJACENT AREA: 2,049 SF UPLAND LOT AREA Issue Date: Set: (EXCLUDES UNDERWATER LAND) (EXCLUDES UNDERWATER LAND) 3/9121 For Disapproval 3/12/21 For Disapproval(Rev.) UNDERWATER 2,780 SFor EXISTING LOT COVERAGE EXISTING LOT COVERAGE LOT AREA .064 ac. 3/18/21 For Disapproval(Rev.) 4/1121 For Disapproval(Rev.) UPLAND 2,049 SF or DESCRIPTION AREA COVERAGE DESCRIPTION AREA COVERAGE 6/3121 MHW 1 DEC Calcs. LOT AREA .047 ac. (Rev.) EXIST.BUILDING 1,511 SF 73.7% EXIST.BUILDING w 1,525 SF 74.2% 6/28/21 Town/DEC Calcs. (EXCLUDES CHIMNEY)' CHIMNEY* (Rev.) EXISTING LOT COVERAGE *BUILDING AREA INCLUDES 64 SF PORTION CELLAR ENTRANCE* 22 SF 1.1% OVER UPLAND LOT AREA OF BUILDING SITUATED OUTSIDE PROPERTY MATT I T U C K CREEK S.C.TAX No. 1000-106-06-03 BOUNDARY/WITHIN EASEMENT AREA TOTAL 1,547 SF 75.5% U) UPLAND LOT AREA:2,049 SF or.047 ac. PROPOSED LOT COVERAGE *BUILDING AREA INCLUDES 64 SF PORTION Z n W LA DESCRIPTION AREA %LOT DESCRIPTION AREA %LOT OF BUILDING AND 12 SF OF CELLAR �ng g 32.00' COVERAGE COVERAGE ENTRANCE SITUATED OUTSIDE PROPERTY S � S 23°08'00" E. . PORTION OF EXIST. BOUNDARY/WITHIN EASEMENT AREA m 31.9' r PL RAISED IN BUILDING 1,525 SF 74.4% BUILDING PLACE* 947 SF 46.2% PORTION OF EXIST. PROPOSED LOT COVERAGE & BUILDING REMOVED 100 SF 4.9% DESCRIPTION AREA CO%LOTVERAGE S.C. TAX NO. 1000-106-06-03 EASEMENT No. 1 ���ARc�S�� PROPOSED PORCH IN �0� PLACE OF EXIST.BLDG. 369 SF 18.0% EXIST.BUILDING" 947 SF 46.2% APPARENT HIGH WATER MARK m ROCKS EXIST.CONC.WALL TOTAL 1,416 SF 69.1% PORTION OF EXIST. o EXISTING FLOATING DOCK TO REMAIN °0 , _ _ _ 18-7" &RILDING TO EPLACED REMOVED 100 SF 4.9/0 ° , 1.1' ��� • �"' _ _ _ _ - - APPARENT HIGH WATER MARK N� S 23 00"E. _ *BUILDING AREA INCLUDES 64 SF PORTION 37 1 a 2s.s' 12.25'/ r C q 0248 �'�4 PROPOSED PORCH IN j OF BUILDING(TO BE REMOVED& PLACE OF EXIST.BLDG. 369 SF 18.0% '5� T'T i --- EXISTING FENCING&PROPANE OF NE REPLACED)SITUATED OUTSIDE PROPERTY " --TANK TO BE REMOVED BOUNDARY/WITHIN EASEMENT AREA 2'-1" S EXISTING 665 SF WOOD DECK TO REMAIN I PROPOSED STOOP* 30 SF 1.5% m 3 (SURFACE DECKING TO BE REPLACED) r 5 2. OR N E r IL G (ELV.4.7') 1 0 I 1 N 1 V D D D D 100 SF,1-STY PORTION OF EXISTING BUILDING ON CONC.FOUNDATION TO BE REMOVED& PROPOSED STEPS* 52 SF 2.5% I I t I 1 I REPLACED(IN-PLACE)WITH 1.5-STY BUILDING ON NEW PILING FOUNDATION(FF.ELV 10.0') �,3 Drawing Legend: PROPOSED CD , ADA-COMPLIANT 123 SF 6.0% r a 8, /� \\ _ _ _ _ _ : Wali To Be Removed RAMP* � PROPOSED WOOD STOOP(30 SF) � r r---� Existing Wali To Remain ;0 `" i"' r °' MANHOLE COVERS/PART OF EXIST.SANITARY SYSTEM TOTAL 1,621 SF 79.1% 0 88 P TI OF H New Wall 9 OR N E T UI Nu 1 TY IL / ROPOSED WOOD STEPS SF OTY / \ � (E .7. TO E R O D (F .E . 10. ( 22 SF CELLAR ENTRANCE TO BE REMOVED Existing P.C.Foundation *BUILDING AREA INCLUDES 64 SF PORTION OF I R LA D -P E) , B E E _�, Wall BUILDING(TO BE REMOVED&REPLACED)AND "" W 0 N O E WI ST S P CE IN-P C N o 45 SF OF PROPOSED RAMP STOOP,&STEPS fT 1-S o / r WOOD WALK ON (-T New P.C.Foundation Wall SITUATED OUTSIDE PROPERTY BOUNDARY/ m U�MCNEAD OP N P RC °' GATE Ir PROP.4 0 WOOD BULK HEAD WITHIN EASEMENT AREA EXiSTtNG e r yam/ CB S 13°31'55"E. Existing CMU Foundation n yo' ------ Wall 8.0' 1 __ ___8_T v 35.26' _ _ New CMU Foundation Wall L - � � _--------'--'3oz'--- d --- \ s'. � FENCE TO BE - -•------- Lines Above , - 9 REMOVED .............. - CESSPOOL ss 19L"4ver GUY WIRE • - / \ WOOD BULKHEAD N 23°30'00"W. / / a; } �` CHAINLINK FENCE Igice / � � � i -so Storm Drain UTILITY POLE#82 Buried Electrical Lines POSED RAMP \ / \ ` \\� /�"� / e Ln PROP.10'0 / / I / UTILITY POLE \ ` SD � � Buried Gas Service Line \ 107 SF,1-STY PORTION OF EXIST BUILDING& °'--1/1 PROP. 10'0 EXIST.CATCH BASIN / \ \, \ ASONRY CHIMNEY TO BE REMOVED& / J SD FfowArrow EXIST.MASONRY BLK.WALK TO R PLACED WITH 127 SF ADA-COMPLIANT A GESS RAMP Catch Basin/Flush Inlet, BE REMOVED&REPLACED ` � ) Frame and Grate �\ / / O / h^b1dREMOVE AND REATTACH \ \'•\ / ./ / i 0�I g Pool w/Solid / OVERHEAD LINES AFTER \ Cover WOOD TIE WALL / LIFTING STRUCTURE \ \ / Xs.O Existing Spot Elevations / \ \ f \ \ / / Test Hole / \ \ MILL \ \ / / STOCKADE FENCE *-ATTACHED TO / / ! \ \• \•- ( \ \ / ' 1 CHAINLINK FENCE(TYP) ASPHALT PAVEMENT \'•\ �..\ � �\ \ Z C7 / / EXIST.WELL N Az z 0 / co It C0 / / / � \ \'•\ � REMOVE AND REATTACH ( t OVERHEAD STRUCTURE / M E R Y L K R A M E R/ \ ''\ •'\ 134.32' /•' / a r c h i t e c t S 23°30'00" E 260 HORTONS LANE EASEMENT No.2 / ►= S? \ \, \ \ ! REMOVE AND REATTACH OVERHEAD POST OFFICE BOX 1 6 0 0 REMOVE AND REATTACH / / i, \\ iX"'�j \ \ \ \ 3 LINES AFTER LIFTING STRUCTURE S O U T H O L D, NY 1 1 9 7 1 OVERHEAD LINES AFTERWOOD TIE WALLS J / LIFTING STRUCTURE / ; EX.>'0 GT m UTILITY POLE#83 \ \•.\ \\ c� 6 3 1 - 4 7 7 - 8 7 3 6 SEPTIC TANK m k a r c h i t e c t c o m 1000'10606 I CONC.BLOCK WALL � ,�E �„ C."�p,XN�° EXISTING SCDHS /EXIS.10' \ ' /' FINAL ft:t' r, / S. APPROVED SANITARY ,� „ [ r REF.SYSTEM#CIO-87-011 / fdlT \1 I� Nip/F M�, LLC REVI E '� E L' Y aLrL �� �J/ RoNGs ST SEE DF(-'i 'ON #: r OLD MILL I�I� EX.10'0 \ JULY 13,1992 f / W '°o % x11 ST DATt::Lr*)-9 /� /�� 5775 W MILL ROAD UTILITY POLE NYT / /-- 1 I. .8.89' �� / / #81 / /// EX.10'0 \\ S/S ��\ SAN.LP MATTITUCK, NY 11952 CONC.CURB x11 / A SCTM# 1000-106-06-03 I.E.a.7' EX.10'0 \\ x10.75 \\ SAN.LP / y� =�==:�/i=� SCTM# 1000-106-06-4.1 `I.E.8.52' ' �3 EX.10'0 \ x10.5 AUG 2 0 2021 \ E.8.34' \ SAN.LP / / ! J ZONING BOARD OFAnpEALS SAN.LP EX.10'0 \ x10.25' CONC.GUTTER / / ` j I.E.8.15'/ Site Plan OVERHEAD LINES AFTER /• / \ SAN.LP �/ N101F & REMOVE AND REATTACH KILLIAN N LIFTING STRUCTURE / ' /X 10 \�_ / ' / WILLIAM E"f M. KILLIA TEST HOLE STORM DRAINAGE CALCULATION: MAP BY: McDONALD GEOSCIENCE VOLUME=AREA X RAINFALL X COEFFICIENT /.•/ �� DATE: 12-27-2019, 11:50 AM RAINFALL=2"(0.167') IN 24 HOURS COEFFICIENT OF ROOFTOP= 1.0 SAN.LP / / AREA OF ROOF=11,943 S.F. \ EL 8 s, 0.55'BELOW GRD-MIXED SAND 10.0'x i SITE PLAN n AND LOAM(SP/OL) 1,943 S.F.x 0.167'x 1.00=324 CU.FT. SCALE:As Noted I.E.8.0' Scale: 1" - 10�-0�� EL4.1' i 3'BELOW GRADE- n o BROWN FINE SAND(SP) VOLUME REQUIRED=324 CU.FT 5.4'BELOWGRADE- 324 CU.FT./68.42 SQ.FT. PER VERT. FT. =4.73 VERT. FT. OND WTR WATER IN BROWN FINE SAND(SF EL 1.T SITE PLAN DATA BASED ON SURVEY USE: N/O/T MILL, LLG BY NATHAN TAFT CORWIN III LAND (1)4'0 x 4' INTERNAL HT, NON-LEACHING MANHOLE W/OPEN COVER I-S SURVEYORS NYS. LIC NO 50467 (2) 10'0 x 2.5'EFF. DEPTH STORM DRAINAGE LEACHING POOLS 7RGNGSW - A-001 DATED JUNE 2, 2021 W/SOLID COVERS S INTERCONNECT SYSTEM AS SHOWN i STORM DRAINAGE CALCULATION DATA EL-9.9' 1T BELOW GRADE, �1�� FROM JEFFREY BUTLER, P.E., P.C. END OF BORING VOLUME PROVIDED=342 CU.FT. © 2021 Meryl KramerArchitect N 35°A9'30 All Rights Reserved Issue Date: Set: 3/9/21 For Disapproval 3/12/21 For Disapproval(Rev.) ED ARC C9� �(L K&.1 A-201 A-201 • r�x a _ � 80s Of ! Ij Of NE-44 I I Ir;31 I I Ii' I 'i I I 11 I Drawing Legend: — — — — — — Wall To Be Removed ! DINING _ E)dsting Wall To Remain I I I ! 1 L r _ New Wall L- ! Basting P.C.Foundation Wall New P.C.Foundation Wall I � ,� 7777., I E)asting CMU Foundation Wall I r New CMU Foundation Wall I I � I ----------- Lines Below I i - Guidelines li n BATH J 1 F4 -1 1 101 Door Tag f \ I 1 -- - - - -@ ------- ----- ----- -- --- - -- ---- -- - ---7------ - - --' - ----,�------------- --- ---- --- ------ - r -�- -- - O Window - - -- -' -� ---- - -_ -- -- --- J L -- - g ---- --- --------------------- - 101 Ta j J Section X Sheet Ar)000 I LINE OF EXISTING WALLS TO �\ BE REMOVED (TYP.) ! I I -!-� ------ Detail Tag _ I BATH LINE OF EXISTING WA S TO I SERVER ! - �� BE REMOVED (TYP.) i ______ iSTATION \�\ Elevation Tag = f ( x Axxx x Interior Elevation Tag �— — L-i — -------10 ,—L-- L— X 1 1 1 1 I l COVERED PORCH L-----� ! II ----- 1 L--- ---,� AIR ' 1� .. ! 1 ALL I i LINE OF EXISTING WALLS TO r 11 I WOOD DECK BE REMOVED (TYP.) BAR AREA X — _ M E R Y L K R A M E R a r t h i t e c t �i L 260 HORTONS LANE POST OFFICE BOX 1600 LIFT I I SOUTHOLD, NY 1 1471 r I - 6 3 1 - 4 7 7 - 8 7 3 6 r --- I m k a r c h i t e c t c o m rl A — rt J - - - - - - - - - - - - - - - r- ill ! CLINE OF EXISTING WA LS TO 1 ESE REMOVED (TYP.) i UP I I - � OLD MILL INN 1 \ LINE OF EXISTING WALLS TO I II 5775 W MILL ROAD �`�CEIVE® MATTITUCK, NY 11952 BE REMOVED (TYP.) -' sI -- - --- - -I-- - UP AUG 2 Q 2021;"U SCTM# 1000-106-06-03 iii 1 I I I SCTM# 1000-106-06-4.1 ZONING BOARD OF APPE=ALS UP l I RAMPUP UP I I I I I I 1 1 I L— ---- — ------- -- --- L— r—� --�, -- r i L-- --- 1 2 Al A-201 A-201 FINAL MAP First Floor Plan VIEWED BY ZDA SEE DECISION # =. DATED &FIRST FLOOR PLAN SCALE:As Noted cale: 1/4" = 1'-0" A- 1 01 © 2021 Meryl Kramer Architect Al Rghts Peserved Issue Date: Set: 3/9/21 For Disapproval 3/12/21 For Disapproval(Rev.) ���EREQ qac ti% 14 �FNEW� DraWna Legend: Wall To Be Removed C--I E)dsting Wall To Remain FTNew Wall ROOM 3 E)dsting P.C.Foundation Wall New P.C.Foundation Wall I in n IT i I Basting CMU Foundation Wall New CMU Foundation Wall — Lines Above ----------- Lines Below NE OF EXIST. (ROOF AND u u u u BEAM TO BE REMOVED —•----•—-- Guidelines (01 Door Tag _ �� ....�.....� (11�� Window Tag - - - — - - - + �- Section Y, Sheet PII -- - - - - - - - - - - - - — x Detail Tag x BAT y` H Elevation Tag �— I� \ x X4 axxx x Interior Elevation Tag + -- r--MECHANICAL + I E I Z x 10- 1 BATH 1 - + M E R Y L K R A M E R a r c h i t e c t LINE OF EXIST. ROOF AND 2 6 0 H ORTONS LAN E BEAM TO BE REMOVED POST OFFICE BOX 1600 \\ SOUTHOLD, NY I 1971 6 3 1 - 4 7 7 - 8 7 3 6 + ROOM ROOM II��� mkarchitect . com � I II 'I I OLD MILL INN \ s�-cFwEc 5775 W MILL ROAD -- 7-3 MATTITUCK, NY 11952 AUG 2 02 21 SCTM# 1000-106-06-03 — ZoNirvc BOARD OF APPEALS SCTM# 1000-106-06-4.1 l LINE OF EXIST. ROOF AND FINAL MAP BEAM TO BE REMOVED - REVIEWED BY Second Floor Plan SEE DECISION # , DATED /__L U� --- SECOND FLOOR PLAN SCALE:As Noted 1 Scale: 1/4" = V-0" A- 102 © 2021 Meryl Kramer Architect Al Rights Reserved Issue Date: Set: 3/9/21 For Disapproval 3/12/21 For Disapproval(Rev.) 3/18/21 For Disapproval(Rev.) 7/30/21 For ZBA ��R�D ARcy�T �5 A� R� F CA I I i cA�,9T 424800 OF NFT P LM � Drawing Legend: Wall To Be Removed Existing Wall To Remain New Wall Existing P.C.Foundation Wail New P.C.Foundation Wall G 2 ZQZ1 n r Existing CMU Foundation Wall 177, 77 771 New CMU Foundation Wall ------- Lines Above ----------- LlnesBelow — — — — - Guidelines 101 Door Tag 101 Window Tag -- - — ■ Section X, Sheet A-XXX 1 - t^;,—„J—�� Detail Tag Elevation Tag x 2 East Elevation x Interior Elevation Tag Scale: 1/4" = 1' 0" X M E R Y L K RA M E R a r c h i t e c t I 260 HORTONS LANE ❑❑❑ POST OFFICE BOX 1600 ❑❑� /� SOUTHOLD, NY 1 1971 F� �f'�L MAP 6 3 1 - 4 7 7 - B 7 3 6 REV IEWED BYZBA m k a r c h itect . com SEE DECISION # 25 DATED 2, 1—k }o O�-.1-- ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ 0 L D MILL I N N 5775 W MILL ROAD'sEP; ❑❑❑ ❑❑❑ ❑❑❑ MATTITUCK NY 11 952 SCTM# 1000-106-06-03.t SEPSCTM# 1000-106-06-4.1'SE_P is E111E : 11 ❑❑❑ ❑❑ i . i ❑❑ ILL] Elevations i SCALE:As Noted West Elevation Scale: 1/4" = V-0" A-200 © 2021 Meryl Kramer Architect All Rights Reserved Issue Date: Set: 3/9/21 For Disapproval i 3/12/21 For Disapproval(Rev.) 3/18/21 For Disapproval(Rev.) 7/30/21 For ZBA �ERED q i FCS L K� Cy IIP 0 R i� n AUG 2 4 2021 I[JZONING BOARD OF 1P --D — .PPEA�� �� 24802 ¢ OF NE �O Drawing Legend: Wall To Be Removed —� Existing Wall To Remain - ----- New Wall -3 Existing P.C.Foundation Wall 7 3 Existing CMU Foundation Wall New CMU Foundation Wall - - - - - - - — ——————— Lines Above ----------- Lines Below — — — — - Guidelines 101 Door Tag 101 Window Tag Section X, Sheet A-XXX i Detail Tag Elevation Tag X 3 North Elevation XOX Interior Elevation Tag Scale: 1/4" - 1 -0 X M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE POST OFFICE BOX 1600 SOUTHOLD, NY 1 1 971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t c o m FINAL MAP REVIEWED BY ZBA I SEE DECISION V75-a QLD MILL I N N DATED 19' U-L /- 5775 W MILL R0AD,5EP; MATTITUCK, NY 11952 - SCTM# 1000-106-06-03 - - SEP;SCTM# 1000-106-06-4.1�5EP ;-C; BSEP; 1111E lJ i 1111 ----- -- Elevations j g�g�I I i SCALE:As Noted A-201 4 South Elevation Scale: 1/4" = V-0" © 2021 Meryl Kramer Architect All Rights Reserved SURVEY OF PROPERTY LOT S.C.COVERAGE TAX No.OVER 1000-106-06—P 03 AREA SI T UA TE UPLAND LOT AREA = 2,049 sq. ft. LOT AREA DATA MATTITUCK DESCRIPTION AREA % LOT COVERAGE S.C. TAX No. 2,780 sq. ft. UNDERWATER LOT AREA TOWN O F S O U T H O L D BUILDING 1,525 sq. ft. 74.4% 1000-106-06-03 0.064 ac. 2,049 sq. ft. UPLAND LOT AREA SUFFOLK COUNTY, NEW YORK 0.047 ac. LOT COVERAGE S.C. TAX No. 1000-106-06-4.1 4,829 sq. ft. TOTAL LOT AREA S.C. TAX N o. 1000- 106-06-03 0.111 ac. BUILDING 279 sq. ft. 2.8% S.C. TAX No.� 10,010 sq. ft. S.C. TAX N o. 1000- 106-06-4. 1' 1000-106-06-4.1 0.230 ac. SCALE 1 "=20' GARAGE 345 sq. ft. 3.4% DECK & WALK 45 sq. ft. 0.5% JULY 28, 2008 TOTAL 669 sq. ft. 6.7% FEBRUARY 2, 2017 ADD COVERAGE MARCH 9, 2018 ADD EASEMENT No. 1 MAY 8, 2018 ADD EASEMENT No. 2 MARCH 5, 2019 UPDATE SURVEY cOti° ' JULY 15, 2020 ADD SPOT ELEVATION MAY 18, 2021 REVISE NOTES S °c a _210.3,;),p • :P JUNE 2, 2021 REVISE LOT COVERAGE S a: . ° • NOTES: ' d d° F OLD 1. THE PROPERTIES NORTH AND SOUTH OF THE SUBJECT PROPERTY .\ . . 8 S° Op,; �. .'• , N/050UT ARE BULKHEADED. *N 01 TO 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM p Q \ d °•.d \ ° ee gy ,, EXISTING ELEVATIONS ARE SHOWN THUS:x1s ��N c°ti� .•,',.. "��`. �a�, a ' ,• +'� E EXISTING CONTOUR LINES ARE SHOWN THUS: F-FL- FIRST FLOOR O cGp Gjj° • °. ; ° a7 `! ;•' °G)Z on0 215' Z T.B. - TOP ULKHEAD • �• ° • 66 GJ CJ FpD B.B.- BOTTOM BULKHEAD �� •. °e . '% • •SOSoEcK CERTIFIED TO: 4 ° C OVER=FAD WIRES ° A ° . \ %� THE NORTH FORK PROJECT LLC d 4 _4 4 FIDELITY NATIONAL TITLE INSURANCE COMPANY d • c+ o9c to, w $o �. .d J VIA rZCCEATSD •�d :4° a .• e ��' T� d . ` �Ji N �°so t—� I AUG 202021 .�J9,�ti o S2 •S d •�•..d•."°° 4 r".��.I. . _ mJ /oc �,63 �► � G F OBOARD OF AP7 o•E AL S%P 7 / oh41 ° EK 3 o dgO 7 A EASEMENT No. 1 Tz o d ° 6 � `o SCALE 1 "=20'o .g •O�j O lj ° ° a � m�6tic�+� � Q 1 � Cy � 5y0 :° , :O / gg••H 3 ✓��j',�;,� 6' O O • d °.". •' •. „ N\ '0 �CTCj to Co No, 169 O Z Se �—O � POINT OF •::• o(c BEGINNING o N • < X-3 CP f Ir CP 0 �C y /a •Ia : . ° ti Zft.,"%':-*:: N W%011 . y, Aq. •::,.,: J••VIM • 6 0 682950 S 9 y' Q OpN� 39E \�p� 9 09N N10b I ° 16. '8., e+ s O. Sc v� MND°X. • W�rr°I 41 9�y. 9 g' 37.'• 1 t O `t ... Ilk o vg, QO b 25 :'gam::.. . n e b 0 ox G. o.7'W • ° \� o N ::caNG 6°5` oo 'S `►' BID 9. • ON .a ` 1. l� {e?' u ' ..:.:w :; :::::1NP?� ” 13. C d f,A j''QO y. 0Q Ig. .::.\1.1:........ :::. ...:•• �• W ' 7 W N h :.:_ ,:..... 13 1 G •.4 2y 3? iW N ��1 • Q Ifs d. p�L.�.: :.::.nw� O'VI1 ' 9913/6 0$ �,,R•t a • 6 •' • • °• [� .".".. � ' • EASEMENT No. 1 SEE DETAIL18 � i PREPARED IN ACCORDANCE WITH THE MINIMUM G ` � A 9 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 4t ti O r� g oz o r 7D ° d .. • g, 4' /.' BY THE L.IAL.S. AND APPROVED AND ADOPTED EASEMENT N O. 2 4 •, d ��' FOR SUCH USE BY THE NEW YORK STATE LAND SCALE 1 "=20' �� " � °: ' ' •• '���/:' 'd'• ;� . :• •.. •:.::. TITLE AssoclAnoN. POINT OF Z I d % BEGINNING :• .' • :• Q .°: 4 . :' 4s d< ' j LA � NW x I •• CTS : • ,C�v �' � � I}� . / JLA s. �ry�b -CIS X00° E Q� f'.:': ! •tTl� 4 •: a s ' ' �s 685 9 4N I :i:a::. •r ° 4°.tuA :.E(:•::::. .... 66 CP "'`; N.Y.S. Lic. No. 50467 a ° GE 2• r:ut:4 cw iVN .. AREA = 764 sq. ft.�:: o �l ::°:: t7.o' 3.48. m L� � � � UNAUTHORIZED ALTERATION OR ADDITION � ti NJ TO THIS SURVEY IS A VIOLATION OF Nathan Tait Corwin III C "' '. ro w SECTION 7209 OF THE NEW YORK STATE �i3: ::W .. . :.:'. ..':. .q::: c >�9 w -1 ul EDUCATION LAW. w Land Surveyor HCl � ��'�•���•'•?�� ��•�'�i• �• � y� 1 COPIES OF THIS SURVEY MAP NOT BEARING 6'.p3 ';• ° +r:': ::'•':- :•: �•tn \ GE 1 THE LAND SURVEYOR'S INKED SEAL OR LP �.:. . :. :.:.::.•:.::. .. 1.4'N. .GAGE::... \ NAIL EMBOSSED SEAL SHALL NOT BE CONSIDERED S 844 08'20" W •�� :..:0.8I�:.:;•..'. 17.0 TO BE A VALID TRUE COPY. 17.57, '�•�""' WELL ��� of CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. EASEMENT N O• NAL E PENCE ATTACHED TO Z 8 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. In e FENr;E $TOCKAD NCE 0 � POLE f fo IS PREPARED, AND ON HIS BEHALF TO THE p g gno L.S. 4.o'S. CHAIN UNK G Q�7 O o TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout (SEE DETAIL) c Q 4°0 8 ZQ'� `A' vC7 0� LENDING INSTITUTION LISTED HEREON, AND Y Y J U YY �y� TO THE ASSIGNEES OF THE LENDING INSn- UNKNOWN TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OWNER = THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 39-038 Issue Date* BRL t3R3Y10 PROGRESS SET 1 Tl"M For DOB Ma ,, 3NR1 For 01e6pp 1 Yt m: Fw OiwPP—lRev.) 3I16RFor BheP-1 Rw_) 713MI Far ZBA �\ KRA yy 6 oza -�� 4..., 1 l� Nva We E.—,PC.FOVIIeal an wall PC Fo—ft-well - EaINn LMU FouneeYon well _ _ g 0 CMU FounCetlon well _----- - ---- - - Lnea Below �i rale _ wlneow reg w 4r Seeet— \[mlY EltrveOon Tag •O• Ireerlor El-- ANN— F M B R I L R R A M E P `'y, 4 NZI l60 HORTO NS LANE OFFICE BOX 1600 fit 4. SOUTHOLO. NY 11171 1� I� Ilt 5 3 1 4 7 7 - 0 7 3 6 OLD MILL INN 5775 W MILL ROAD;:Id, .,y MATTITUC Y 11952 � F K N -106-06-03 SCTM#1000 1TM#1 606-4.1s,, - x c SO w Cover Sheet-Proposed 5 / J SCALE:As Noted flATI L7 A-000.2 ®2021 M¢ryl Nrem¢r Architect OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� ®�® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 � r. Main Rd. &Youngs Ave.) Southold, NY 11971 ® O Telephone: 631 765-1938 COU , LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM ��3 To: Leslie Weisman, Chair V. Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director ' '- LWRP Coordinator Date November 18, 2021 Re: LWRP Coastal Consistency Review for ZBA File Ref NORTH FORK PROJECT,LLC,/OLD MILL INN 7573 SCTM# 1000-106-6-3. NORTH FORK PROJECT, LLC,/OLD MILL INN 7573 —Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet; 4)more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, (Adj. to Mattituck Creek) Mattituck,NY. SCTM No. 1000-106-6-3. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me,the proposal is recommended as CONSISTENT with Policy 2 Preserve historic resources of the Town of Southold and the LWRP. This recommendation is based upon: 1. The building was constructed pre-zoning and is a cultural asset to the community. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney �49 Pk, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ®�i� Iy®� Southold, NY 11971 r.Main Rd. &Youngs Ave.) Southold NY Telephone: 631 765-1938 p www.southoldtownny.gov < c®uh1 PLANNING BOARD OFFICE OCT 1, TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman Members of the Planning Board O�10 Date: October 21, 2021 Re: Request for Comments for North Fork Project SCTM# 1000-106-6-3 #7573 The Planning Board has reviewed your request for comments regarding the above- referenced application and supports the variance requested. This historic building is a community cultural asset that was constructed prior to the adoption of zoning regulations in the Town. With consideration to this important fact; the Planning Board recognizes that in order to "renovate and retain" these historic, nonconforming, preexisting structures, substantive relief that supports the goals and objectives of the Cultural Resource Chapter of the Southold Town Comprehensive Plan is necessary. The Planning Board supports the setback and lot coverage variances for the building with the following two concerns: 1. The protection of the water quality in Mattituck Creek is important. Confirm the function and type of the sanitary waste system and that stormwater controls are in place and proposed. 2. Address parking of employees and customers within the Mill Road right of way, accessibility, function and adequate fire protection of the area if vehicles are parked in the roadway. Thank you for this opportunity to provide comments. If you have any questions or require additional information, please do not hesitate to contact the Planning Office. RECEI�EQ � V AUG to 2021 FORM NO. 3 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:March 31,2021 AMENDED:April 2,2021 RENEWED:June 30,2021 r AMENDED:June 30,2021 TO: Mey °Tamer(North ork Project LLC) PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9,2021: For permit to: construct additions and alterations to an existing restaurant at: Location of property: 5775 Mill Road Mattituck NY County Tax Map No. 1000-Section 106 Block 6Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 4,829 sq.ft.lot in the MIT District.is not permitted pursuarit to Bulk Schedule which requires a front yard setback_of 35 feet,a rear yard setback of 25 feet a minimum side yard setback of 25 feet and maximum-lot coverage of 30%. R '(W. The plan notes a front yard setback of inches,a side yard setback o feet a rear yard setback of 8 inches and lot coverage of ftl This Xotice of Disapproval has be amended to reflect the latest plan, last dated 6/28121. Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Torun Building Department. CC: file,Z.B.A. COUNTY OF SUFFOLK RECEIVED (-13�nk.! AUG 2 6 2021 5'M'm Cmc l • BONING BOARD OF APPEAL OFFICE OF THE COUNTY EXECUTIVE Steven Bellone SUFFOLK COUNTY EXECUTIVE / Natalie Wright Department of oZl�� Commissioner Economic Development and Planning RECEIVED August 25, 2021 Town of Southold r H u Zoning Board of Appeals " 53095 Main Road ZONING BOARD P.O. Box 1179 OF APPEALS Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections A14-1.4 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 Peter Maltese&Madeline Covello #7569 Juan Acevedo #7571 Jonathan Divello &Isaac Israel #7572 J' North Fork Project LLC #7573 1 Very truly yours, " Sarah Lansdale t Director of Planning By Christine DeSalvo Theodore R. Klein, Principal Planner u TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 0 (631)853-5191 RECEIVED FORM NO. 3S�'� AUG 2 0 2021 TOWN OF SOUTHOLD BUILDING DEPARTMENT ZONING BOARD OF APPEALS SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 31,2021 AMENDED: April 2,2021 TO: Meryl Kramer(North Fork Project LLC) PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9, 2021: j For permit to: construct additions and alterations to an existing restaurant at: Location of property: 5775 Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 4,82-9 sq. ft. lot in the MII District, is not permitted-pursuant to Bulk Schedule which requires a front yard setback of 35 feet, a rear yard setback of'25 feet, a_ minimum side yard setback of 25 feet and maximum lot coverage of 30%. The plan notes a front yard setback of 10 inches, a side yard setback of 0 feet, a rear yard setback of 8 inches and lot coverage of 73.1%. This Notice of Disapproval has been amended to reflect the latest plan, last dated 4/1/21. Authorized Signa 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 FORM NO. 3 q3 AUG 2 0 2021 TOWN OF SOUTHOL11ONING BOARD OF APPEAL BUILDING DEPARTMENT X0 slipwab SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 31, 2021 TO: Meryl Kramer(North Fork Project LLC) PO Box 1600 Greenport,NY 11944 Please take notice that your application dated March 9, 2021: For permit to: construct additions and alterations to an existing restaurant at: Location of property: 5775 Mill Road, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 6 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 4,829 sq. ft. lot in the MII District, is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet, a rear yard setback of 25 feet, a minimum side yard setback of 25 feet and maximum lot coverage of 30%. The1'lan notes a front yard setback of 10 rhes a side and setback of Ckeet. a rear and setback of 1.L feet and lot covera e of 73 °o. �F36 � Authorized Sig 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. M E R Y L K R A M E R a r c h i t e c t 260 HORTONS LANE TRANSMITTAL POST OFFICE BOX 1600 S O U T H O L D, N Y 1 1 9 7 1 PWnfioa Town of Southold Zoning Board Via: Drop Off 6 3 1 - 4 7 7 - 8 7 3 6 Town Hall Annex, 54375 Main Rd, Address: PO Box 1179,Southold, NY 11971 Date: August 24,2021 m k a r r h i t P r t r n m Re: Old Mill ZBA Drawings ItA t0(p,-6 -3 CC: WE ARE SENDING YOU x Attached ❑Under separate cover via the following items: ❑Shop drawings X Drawings ❑Specifications ❑Copy of letter COPIES DATE DESCRIPTION 8 7/30/2021 11"x 17"Cover Sheet A-000.2 8 7/30/2021 24"x 36"Elevations A-200 8 7/30/2021 24"x 36"Elevations A-201 THESE ARE TRANSMITTED as checked below: ❑For Approval ❑Foryour use XAs Requested ❑ For review and comment REMARKS: Per Elizabeth's 8/23 request to Martin Finnegan. 8 copies of sheets not provided in original packet. - g J RECEIVED Fee:$ Filed By: Assignment No. q:�_3-3 AUG 2 0 2021 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE ZONING BOARD OF APPEALS House No. 5775 Street MILL ROAD Hamlet MATTITUCK SCTM 1000 Section 106.00 Block 06.00 Lot(s) 003.000 Lot Size 4.829 SQ.FT. Zone MII I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 04/02/2021 BASED ON SURVEY/SITE PLAN DATED 04/01/2021 Owner(s): NORTH FORK PROJECT LLC Mailing Address: 5550W.MILL ROAD,MATTITUCK,NY 11952 Telephone: Fax: Email: 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 CA Owner( )Other: Address: 33 W SECOND STREET,POB 9398,RIVERHEAD,NY 11901 Telephone: 631-727-2180 X265 Fax: 631=574-1258 Email: MFINNEGAN@SUFFOLKLAW.COM Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (A Authorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 04/01/2021 and DENIED AN APPLICATION DATED 03/09/2021 FOR: Q{}Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XIII Section: 280 Subsection: 56 Type of Appeal. An Appeal is made for: A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, (>4 has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). .(Please be sure to research before completing this question or call our officefor assistance) Name of Owner: ZBA File# REASONS FOR APPEAL, (Please be specific, additional sheets may be used with preparer's signature notarized): RECEIVED 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby S—y properties if granted,because: AUG 3 SEE ATTACHED NARRATIVE. 2 ® 2o21 ZONING BOARD OF APPEALS 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: SEE ATTACHED NARRATIVE. 3.The amount of relief requested is not substantial because: SEE ATTACHED NARRATIVE. 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 NARRATIVE. 5.Has the alleged difficulty been self-created? { } Yes,or { }No Why: SEE ATTACHED NARRATIVE. Are there any Covenants or Restrictions concerning this land? {4o {}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. (aAAL Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) w Swo to before me this day of / VS Zo�7 _ SCHWEITZER ANNALISE NOTARY PUBLIC•STATE OF NEW YORK NO.01 SC6409457 QUALIFIED IN SUFFOLK COUNTY a.ty Public MY COMMISSION EXPIRES SEP 28,20 dy RECEIVED ri ATTACHMENT TO AREA VARIANCE APPLICATION OF AUG 2 0 2021 NORTH FORK PROJECT LLC ZONING BOARD OF APPEALS REASONS FOR APPEAL: As the Board is undoubtedly aware,the Old Mill Restaurant and Inn has been an iconic structure in Mattituck for two centuries. It was originally constructed as a grist mill in 1821 by the Cox Family and operated as such until the early 1900's when it was converted to a"publick" restaurant and Inn. The Old Mill Inn gained popularity during prohibition in the 1920s and several storied owners have continued the operation throughout the 20U'century and into the 2000's. (A brief historical retrospective and photographs depicting the evolution of the Old Mill over several decades are attached hereto). The existing Old Mill structure lies on a non- conforming 4,829 SF parcel which is partially underwater land. A small area of existing improvements lie within the adjacent 1,365 SF easement area which is available to the Applicant in conjunction with its use and occupancy of the premises. (A copy of the applicable easement agreement is attached to the application). In order to preserve this venerable local treasure,the current�owner is proposing to elevate the two story portion of the existing restaurant structure 4.5 feet(to achieve FEMA compliance) and replace and reinforce the existing steel and timber sub- structure. As depicted on the site plan, 388 SF of the existing one-story building will be removed and replaced with a one-story porch and the remainder of the one-story structure will be removed and replaced with decking. Exterior upgrades to the siding,windows, doors and roof will be completed. By way of this appeal,the Applicant is seeking relief from the Building Inspector's Notice of Disapproval dated March 31, 2021, and last amended June 30, 2021, for a building permit to construct the above-described additions and alterations to the Old Mill Inn on the grounds that the proposed construction will require front,rear and side yard setback and lot coverage variances from the requirements of Town Code §280-56,which requires a front yard setback of 35 feet, a rear yard setback of 25 feet, aminimum side yard setback of 25 feet and maximum lot coverage of 30%. All of the construction will be substantially within the footprint of the existing structure with a front yard setback of 10 inches, a zero foot sideyard setback and a rear yard setback of 8 inches. The proposed lot coverage is'69.1%. For the following reasons,the Applicant submits that variances from the requirements of §280-56 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 Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the south. The Old Mill is in fact an integral part of the character of the surrounding community. The relief sought is essential to allow this structure to continue to strengthen the character of the neighborhood for decades to come. All of the proposed improvements will replace or existing structures that are RECEIVED AUG 2 0 2021 similarly non-conforming. It is without question that the proposed renovation will IPMANG BOARD OF APPEALS enhancement to nearby properties. 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance,because: This parcel is perhaps the most constrained parcel in the Town of Southold. There is no conceivable way to restore the Old Mill without the requested variance relief. 3. The amount of requested relief is not substantial because: The Applicant is essentially asking this Board to bless the existing footprint of the Old Mill. While the setback relief sought may be mathematically substantial, it is not practically substantial since it will only allow what has been on the site for 200 years to remain. As for lot coverage,the proposed improvements will actually result in a decrease from the existing 73.7% lot coverage to 69.1%. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: Variance relief to allow the proposed elevation of the Old Mill structure to achieve FEMA compliance,the elimination of a substantial portion of the existing one-story structure and the restoration and preservation of a cherished local establishment will have an undeniably positive impact on the physical conditions in the surrounding community and as a Type II action, there is no perceivable environmental impact from the proposed construction. 5. Has the alleged difficulty been self-created? The Old Mill has been in existence at this very location since 1821, long before the adoption of zoning laws in our Town. To the extent that the subject property is constrained by its lot size and its pre-existing non-conforming setbacks and lot coverage,the difficulty is not -self-created,however, even if it were,pursuant to New York Town Law §267-b (3), a self- created hardship "shall not necessarily preclude the granting of an area variance." RL%W6D APPLICANT'S PROJECT DESCRIPTION _Tc:�D 1 1210 APPLICANT: NORTH FORK PROJECT LLC DATE PREPAREDgRYC��QAF�Ap � 1.For Demolition of Existing Building Areas Please describe areas being removed: As depicted on the site plan,a 388sf portion of the existing structure will be removed and replaced with a one-story open porch:A 922sf Portion of the existina building will be removed and replaced In place with an open wood deck;Entire structure to be raised 4.5'over a new piling foundation for FEMA compliance. II.New Construction Areas(New Dwelling or New Additions/Extensions): NIA Dimensions of first floor extension: Dimensions of new second floor: Dimensions of floor above second level: Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of FIoors and General Characteristics BEFORE Alterations:EXISTING ONE-STORY RESTAURANT WITH SECOND I FVEI I RANG SPACE WITH A 9.9.0 SO FT 131111 DING, FOOTPRINT AND 885'SQ, FT. OF EXTERIOR DECKING Number of Floors and Changes WITH Alterations: 1,455 SF OF EXISTING ONE-STORY RESTA 1RANT WITH TION OF EXISTING RESTAURANT,AND 922 ADDITIONAL SQ. FT. OF DECKING ADDED TO REPLACE REMAINING PORTION OF ONE-STORY RESTAURANT. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2.995 Proposed increase of building coverage: REDUCTION OF 2.7% Square footage of your lot: 4.829 Percentage of coverage of your lot by building area: 73.7010 TO BE REDUCED TO 69.1% V.Purpose of New Construction: ELEVATION,RENOVATION,AND RESTORATION OF VENERABLE MATTITUCK RESTAURANT TO ACHIEVE FEMA COMPLIANCE AND REVITALIZE THIS SIGNIFICANT HISTORIC STRUCTURE. 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): SUBSTANTIALLY FLAT 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. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is the subject premises listed on the real estate market for sale? —�-S- :�3 Yes __X_No AUG 2 0 2021 B. Are there any proposals to change or alter land contours? ZONING BOARD OF APPEALS X No Yes please explain on attached sheet. 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? YES 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction? YES Please confirm status of your inquiry or application with the Trustees: TO BE SUBMITTED and if issued,please attach copies of permit with conditions and 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 Please show area of the structures on a diagram if any exist or state none on the above-line. F. Do you have any construction taking place at this time concerning your premises? NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? YES If yes,please label the proximity of your lands on your survey. SCTM 1000-106.00-06.00-004.001 1. Please list present use or operations conducted at this parcel EXISTING RESTAURANT/ LIVING SPACE and the proposed use SAME (ex: existing single family,proposed: same with garage,pool or other) -LM7 Authorized signature and Date RECEIVED AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS AUG 2 U 2021 TOWN OF SOUTHOLD ZONING BOAR OF APPEALS WHEN TO USE THIS FORM: This form must be completed by the applicant for any speciaQuse permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: NORTH FORK PROJECT LLC 2. Address of Applicant: POST OFFICE BOX 1600,GREENPORT,NY 11944 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project: SEE DESCRIPTION BELOW' 6. Location of Property: (road and Tax map number) 5775 MILL ROAD,MATTITUCK; 1000-106.00-06.00-003.000 7. Is the parcel within 500 feet of a farm operation? { } Yes N No 8. Is this parcel actively farmed? { } Yes {X No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) Wk— 8 / 0 & Z( Signature of Applicant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2, Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. L6,REPAIR AND RENOVATE 1,455SF 2.5-STORY PORTION OF EXISTING STRUCTURE(E.G.REPLACE/REINFORCE EXISTING ,ND TIMBER SUB-STRUCTURE,REPLACE SIDING,WINDOWS,DOORS,AND ROOFING);REMOVE EXISTING 922SF 1-STORY V OF EXISTING STRUCTURE AND REPLACE WITH OPEN WOOD DECK WITH STEPS AND RAILINGS;REMOVE AND REPLACE ORTION OF EXISTING 1-STORY STRUCTURE AND REPLACE WITH 1-STORY OPEN PORCH; REMOVE 100SF 1-STORY PORTION TING STRUCTURE ON CONCRETE FOUNDATION AND REPLACE WITH 1.5-STORY PORTION ON NEW PILING FOUNDATION OOP AND STEPS;RESURFACE EXISTING 665SF WOOD DECK. TOWN OF SOUICHOLD, NEW YORK ACTION OF THE ZONING BOARD OF APPEALS DATESept. 22, 1966 Appeal No. 959 Dated August 19, 1966 ACTION OF THE-ZONING BOARD OF APPEARS OF THE TOWN OF SOUTHOLD RECEIVE i To J. Richard Holmes Appellant Old Mill Inn Mattituck, New York AU G 0 2021 OF APPEAL S at a meeting of the Zoning Board of Appeals on Thursday, Sept. 22, 1966 the appeal ZOMING BOARD was considered and the action indicated below was taken on your ( ) Request for variance duc to lack of access to property 00 Request for a special exceptibn under the Zoning Ordinance ( ) Request for a variance to the Zoning Ordinance 1 SPECIAL EXCEPTION. By resolution of the Board-it was determined that a special exc9ption ( ) 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 7:40 P.M. (E.D.S.T.), Upon- application of J. Richard Holmes, Old Mill Inn, Mattituck, New York, for a special exception in accordance with the Zoning Ordinance; Article'III, Section 300, Subsection 10; and Article IV, Section 408, subsection (b), for permission to retain the following signs: 1) one on premises sign on the building. Location of property: Cox Neck Road, Mattituck, New York, bounded north by Cox -Lane, east by Cox Neck Road-Mattituck Creek,south by Mattituck Holding Co., west by Mattituck Holding Co.; 2) one directional sign on the noeth east corner of Cox Neck Road and Luthers Road, Mattituck, New York, bounded north by J. Sledjeski, east by Alberta Smith, south by Cox Neck Road, west by Luthess Road; 3,) one directional sign on (con't) 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 barlance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector ( ) lie confirmed ( ) be reversed. AfL KO V^ NTNG BOARD OF APPEALS FORM ZB4 +�� Barbara C. Dittmann, Secretary the south east corner c_ ._.ill Road and Naugles Drive, Mattituc,c New York, bounded north by Naugles Drive, east by land of Naugles south by A.P. Cooke, west by Mill Road. After investigation and inspection the Board finds that 1 AUG the appellant request permission to retain one on premises BOAR OF ApPEAI identification sign and two off premises directional signs. ZONING The appellant owns a restaurant operation. Letters of permission from the property owners where the signs are located are on file in the office of the Board of Appeals. The Board finds that the on premises sign on the building has been there for a number of years. The directional signs are necessary tofind the Old Mill Inn which is some distance from the main highway. These signs are to be no larger than four feet by six feet. It is the opirron of the Bca rd that these directional signs are in the interest of the travelling public. The Board finds that the,public_ convenience andwelfare and justice will be served and the lega%lly, established or permitted use of neighborhood property and adjoining_ use districts will not be.permanently or substantially inured and the spirit of the Ordinance will be observed. Therefore, it was RESOLVED that J. Richard, Hdnes, Old Mill Inn,)Mattituck,,:.New York, be granted peFmission to retain the follvwning sign:l) one on premises sign, on Cox Neck Road, Mattituck, New York; 2) one directional sign on the north east corner of Cox Neck Road and Luthers Road; 3) one directional sign on the south east corner of Mill Road and Naugles Drive. These signs are granted subject to the following conditions: 1® All signs are granted ofor one (1) year only, renewable annyally upon written application to the Board of Appeals. 2. All signs are subject to all subsequent changes in the Southold Town Building Zone Ordinance as it applies to signs. 3. The two directional signs shall be no laorger than four (4) feet by six (6) feet. 4. All signs shall be located at least five (5) feet from any property line or highway line. 5. All sign shall be located at least three (3) feet above ground level. 6. All signs still in violation must comply with these provisions by November 22, 1966. -J Environmental Assessment Form RECEIVED Part I-Project and Setting 1-0-3 Instructions for Completing Part 1 �pUG 2 0 2021 OF APPEALS 7ogING BOARD Part 1 is to be completed by the applicant or project sponsor. Responses become part of the app on 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;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part I is accurate and complete. A.Project and ApplicantISponsor Information Name of Action or Project: OLD MILL RENOVATION Project Location(describe,and attach a general location map): 5775 MILL ROAD,MATTITUCK;1000-106.00-06.00-003.000;Located on NE side of Mill Road+/-580'E of Naugles Road Brief Description of Proposed Action(include purpose or need): RAISE 4.51,REPAIR AND RENOVATE 1,455SF 2.5-STORY PORTION OF EXISTING STRUCTURE(E.G.REPLACEIREINFORCE EXISTING STEEL AND TIMBER SUB-STRUCTURE,REPLACE SIDING,WINDOWS,DOORS,AND ROOFING):REMOVE EXISTING 922SF 1-STORY PORTION OF EXISTING STRUCTURE AND REPLACE WITH OPEN WOOD DECK WITH STEPS AND RAILINGS;REMOVE AND REPLACE 388SF PORTION OF EXISTING 1-STORY STRUCTURE AND REPLACE WITH 1-STORY OPEN PORCH;REMOVE 100S 1-STORY PORTION OF EXISTING STRUCTURE ON CONCRETE FOUNDATION AND REPLACE WITH 1.5-STORY PORTION ON NEW PILING FOUNDATION WITH STOOP AND STEPS; RESURFACE EXISTING 665SF WOOD DECK. Name of Applicant/Sponsor: Telephone:631-727-2180;x 265 NORTH FORK PROJECT LLC E-Mail:mfinnegan@suffolklaw.com Address:5550 West Mill Road City/PO:MattiMck State:NY Zip Code:11952 Project Contact(if not same as sponsor;give name and title/role): Telephone:631-727-2180;x 265 Martin Finnegan,Esq. E-Mail:mflnnegan@suffolklaw.00m Address: P.O.Box 9398 City/PO: State: Zip Code: Riverhead NY 11952 Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Page 1 of 13 RECEIVED AUG 2 0 2021 B.Government Approvals B. overnment rove s, un is or onsors . ("Funding"includes grants,loans, ,an any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Counsel,Town Board, ❑YesONo or Village Board of Trustees b.City,Town or Village ❑YesONo Planning Board or Commission c.City,Town or Oyes❑No August 5,2021 Village Zoning Board of Appeals d.Other local agencies ❑Yes❑No Southold Trustees and Builiding Department January,2021 e.County agencies ®Yes❑No SCDHS pending f.Regional agencies ❑YesONo g.State agencies Oyes❑No NYSDEC January,2021 h.Federal agencies ❑YesONo i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? OYes❑No U. Is the project site located in a community with an approved Local Waterfront Revitalization Program? O Yes❑No M. Is the project site within a Coastal Erosion Hazard Area? ❑Yes0No C.Planning and Zoning C.1.riankline anillzoom ac cons Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑YesONo only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2. dopted land use plans a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑YesONo where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑YesONo would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ®Yes❑No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): NYS Heritage Areas:U North Shore Heritage Area c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑YesONo or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. onmg - a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. O Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? Mil {�ES�IV�n b. Is the use permitted or allowed by a special or conditional use permit? G 2 0 2021 O Yes❑No c.Is a zoning change requested as part of the proposed action? ❑YesONo If Yes, ®MNG BOARD OF APPEAL i. What is the proposed new zoning for the site? CA. xisting community services a. In what school district is the project site located?Matfituck Cutchogue b.What police or other public protection forces serve the project site? Southold PD c.Which fire protection and emergency medical services serve the project site? Mattituck Fre Department d.What parks serve the project site? N/A D.Project Details D.I.Proposed and Potential Developmen a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)?Commercial-restaurant b.a.Total acreage of the site of the proposed action? •ii acres b.Total acreage to be physically disturbed? .os acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •40 acres c.Is the proposed action an expansion of an existing project or use? ❑YesONo L If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo If Yes, L Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) ii. Is a cluster/conservation layout proposed? ❑Yes OIVo iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will the proposed action be constructed in multiple phases? ❑YesONo_ i. If No,anticipated period of construction: months H. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month _wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential ❑YesONo If Yes,show numbers of units proposed. RE C VED One Family Itvo Family Three Family Multiple Family f(,our or mo Initial Phase 'I J At completion I AUG 2 0 2021 of all phases WAP4iPiS BE)ARE) OF AP g.Does the proposed action include new non-residential construction(including expansions). s[3No If Yes, i.Total number of structures ii. Dimensions(in feet)of largest proposed structure: height; width; and length M.Approximate extent of building space to be heated or cooled: square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑YesONo liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, L Purpose of the impoundment: ff. If a water impoundment,the principal source of the water: 0 Ground water❑Surface water streams[]Other specify: M. If other than water,identify the type of impounded/contained liquids and their source. iv.Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vf.Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. %lectper ions a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes o (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? U.How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? fff.Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv. Will there be onsite dewatering or processing of excavated materials? LjYesbdNo If yes,describe. v. What is the total area to be dredged or excavated? acres vi.What is the maximum area to be worked at any one time? acres vii. What would be the maximum depth of excavation or dredging? feet viii Will the excavation require blasting? DYesR No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment []YesoNo into any-existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 i � l H. Describe how the proposed action wo L�..-Ject that waterbody or wetland,e.g.excavatiot' :4,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations andLaddWqU in square feet or acres: AUG 2 A 2021 iii.Will the proposed action cause or result in disturbance to bottom sediments?ZONING BOARD OF APPEALS ❑YesONO If Yes,describe: iv. Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes®No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ❑Yes Oio If Yes: i. Total anticipated water usageldemand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ❑Yes❑No If Yes: • Name of district or service area: • Does the existing public water supply have capacity to serve the proposal? ❑Yes[--]No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No • Do existing lines serve the project site? ❑Yes[]No M. Will line extension within an existing district be necessary to supply the project? ❑Yes Olo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑Yes❑No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v.If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: gallons/day H.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): sanitary wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? ❑Yes®No If Yes: • Name of wastewater treatment plant to be used: • Name of district: • Does the existing wastewater treatment plant have capacity to serve the project? ❑Yes❑No • Is the project site in the existing district? ❑Yes❑No • Is expansion of the district needed? ❑Yes❑No Page 5 of 13 l 1 � • Do existing sewer lines serve the project site? ❑YesONo D • Will a line extension within an existing district be necessary to serve the project? RECEIVE �E3 ❑Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: AUG 20 Vi"'G BOARD OF APPEAt5 iv. Will a new wastewater(sewage)treatment district be formed to serve the project site. ❑YesONo If Yes: • Applicant/sponsor fof new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑YesONo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: L How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) H. Describe types of new point sources. W. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑YesONo iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑YesONo f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑YesONo combustion,waste incineration,or other processes or operations? If Yes,identify: L Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) U. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑YesONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) fl. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbon(PFCs) • Ton/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short ton)of Carbon Dioxide equivalent of Hydroflourocarbon(HFCs) • Ton/year(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h.Will the proposed action generate or emi ,, ,hane(including,but not limited to,sewage tre_;. nt plants, ❑Yes No landfills,composting facilities)? If Yes: RECEIVED i. Estimate methane generation in tons/year(metric): 113 U.Describe any methane capture,control or elimination measures included in project desigWVI.Vfjn1 bjj n to generate heat or electricity,flaring): UUlh7 (LUU II i.Will the proposed action result in the release of air pollutants from open-air operation r pross ,4NMEACS ❑Yes®No quant'or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑YesONo new demand for transportation facilities or services? If Yes: I When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening ❑Weekend ❑Randomly between hours of to A For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? DYYes[]No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within 1/2 mile of the proposed site? []Yes[]No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑YesONo for energy? If Yes: I Estimate annual electricity demand during operation of the proposed action: fl.Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: fl. During Operations: • Monday-Friday: • Monday-Friday: • Saturday: • Saturday: • Sunday: • Sunday: • Holidays: • Holidays: Page 7 of 13 m.Will the proposed action produce noise,::•_(,,Nill exceed existing ambient noise level4W5r ,o-___istruction, ❑YesONo operation,or both? S 3 If yes: L Provide details including sources,time of day and duration: AUG 2 ® 2021 ByW9 ROARS OF APPEAL ii. Will the proposed action remove existing natural barriers that could act as a nose barrier or screen? ❑Yes❑No Describe: n.Will the proposed action have outdoor lighting? OYes❑No If yes_: 1. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Per Builiding Plans,dark skies commpliant lighting. ff. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored H.Volume(s) - per unit time (e.g.,month,year) M.Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ONo insecticides)during construction or operation? If Yes: L Describe proposed treatment(s): if. Will the proposed action use Integrated Pest Management Practices? ❑ Yes Mo r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ONo of solid waste(excluding hazardous materials)? If Yes: 1. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) U. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: ifi. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include constrt:.-_Zi or modification of a solid waste management,..._lity? ❑Yes 0 No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): RECEIVED ii. Anticipated rate of disposal/processing: 3 • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment AUG 2 0 2021 X. If landfill,anticipated site life: years Ar- QPPP4'S t.Will the proposed action at the site involve the commercial generation,treatment,sto i posa oYhi6icr&TsUYesENo waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii.Generally describe processes or activities involving hazardous wastes or constituents: M.Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? UYeskdNo If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial 0 Commercial 0 Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture 0 Aquatic ❑ Other(specify): A If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious 1525 SF surfaces • Forested • Meadows,grasslands or biushlands(non- agricultural,including abandoned agricultural) • Agricultural (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) • Non-vegetated(bare rock,earth or fill) • Other Describe: Page 9 of 13 1 1 c.Is the project site presently used by me:...,,;of the community for public recreation? ❑YesONo i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,;IEi OI&R,licensed ❑Yes®No day care centers,or group homes)within 1500 feet of the project site? If Yes, L Identify Facilities: AUG 2 0 202I Pt6 BOARD OF APPEALS e.Does the project site contain an existing dam? ❑YesONo If Yes: i. Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet U. Dam's existing hazard classification: W. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑YesONo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: L Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: U. Describe the location of the project site relative to the boundaries of the solid waste management facility: M. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑YesONo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes®No remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database fl. If site has been subject of RCRA corrective activities,describe control measures: M. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑YesONo If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 EIVED v. Is the project site subject to an institutiL.-, .jntrol limiting property uses? Ts-43 ❑Yes®No • If yes,DEC site ID number: Alla • Describe the type of institutional control(e.g.,deed restriction or easement): mUU 72d 0 2021 • Describe any use limitations: • Describe any engineering controls: ZUNING BOARD OF APPEALS • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2.INatural Resources On or Near Project Sit a.What is the average depth to bedrock on the project site? n/a feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: n/a % d.What is the average depth to the water table on the project site? Average: feet e.Drainage status of project site soils:[] Well Drained: %of site ❑ Moderately Well Drained: %of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes: ® 0-10%: %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ®Yes❑No ponds or lakes)? U. Do any wetlands or other waterbodies adjoin the project site? ®Yes❑No If Yes to either i or ii,continue. If No,skip to E.21 M. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Tidal Wetlands,Federal Waters,Federal Waters,... Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ®Yes Elo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: Name-Pollutants-Uses:Mattituck Inlet/Cr,Low,and tidal fibs-Pathogens-Shelifishing i.Is the project site in a designated Floodway? ❑YesRlo j.Is the project site in the 100-year Floodplain? ®YesONo k.Is the project site in the 500-year Floodplain? ❑Yesoio 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ®Yes❑No If Yes: i.Name of aquifer..Sole Source Aquifer Names:Nassau-Suffolk SSA Page 11 of 13 m. Identify the predominant wildlife specilM occupy or use the project site: n/a n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): RI O€WED H. Source(s)of description or evaluation: iii. Extent of community/habitat: I AUG 2 0 2021 • Currently: acres • Following completion of project as proposed: acres -T�13 • Gain or loss(indicate+or-): acres ZONING BOARD OF APPEALS o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes®No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of Yes❑No special concern? If Yes: i. Species and listing: Southern Sprite q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes®No If yes,give a brief description of how the proposed action may affect that use: E.3. JUesignated Public Resources On or Near roect it a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: - b.Are agricultural lands consisting of highly productive soils present? ❑YesONo i. If Yes:acreage(s)on project site? A Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature fl. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i. CEA name: H. Basis for designation: W. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it sub lly contiguous to,a building,archaeologicalr district ❑Yes®No which is listed on the National or State Register of Historic Places,or that has been determined by the ComnNUMER the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? If Yes: i.Nature of historiclarchaeological resource: ❑Archaeological Site ❑Historic Building or Distric4 AUG 2 ® 2021 U.Name: M. Brief description of attributes on which listing is based: ZONING BOARD OF APPEALS E Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes❑/No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: i. Identify resource: fl.Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): M. Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: U. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. erification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name Marlin nnegan, q. Date M0/21 Signature Title Agent PRINT FORM Page 13 of 13 EIAF mapper Summary Rep®lrt Friday, August 20, 2021 11:56 AM _ Disclaimer: The,EAF Mapper is a screening tool intended to assist project ansosandreviewing.ag n i in} sponsors 0 C es re an environmental preparing Orin 9 �y y r;;•3 ` ', assessment'form(EAF).Not all questions asked in'the EAF are «q .,.F3 a., Re.u k. ` ;, + +'t€}(r.= 2 answered b the EAF Mapper.Additional information on any EAF , Y PP �,�. 'i.�� �,, ._, =�`c;,°;�`:-` �;�,•','a`;r _ °fi�,�.-�, ,.*�� � ;� � question can be obtained b consulting the EAF q y g Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to 1a PPP P g DEC,you may also need to contact local or other data sources In order '',.�,. ,•+.: - ` .ea 4�S;i�=r r `.`-,§'-'';�`^`',max "• ;i:S"''t.�',>'t ._�`•',,. 'r'„�;;.. ':4,a L to obtain data not provided by the Mapper.Digital data is not a ':, .� ,z'.1 .r"t'^;',., "�4m, .., .i,.._`a'`a,z-'1;;�,'.:.,,•^`''?z OFvsubstitute fora enc determinationsZOV APPEALS P110 ,ti•” Ni T:'s 2 :;. 4' `,:y dc.,r fi" i1e:'t• .«rJ�� c..,y:;�S +a,— ;,n.:."^MTr'" - "s.•, `•;,°�''�S ',"�'x r k'+F'7sk" 'sr»,.�E,t:x�..• �. y:�pj 1,aA�v;.u' "a^x�� �' .,n..�e � 'l; fir,v`•_ Py,tr. -:y`4 '•:t t -`r"z�. ..y*„`�''t'.'3r.` a~, a u`r'; :;,, ,2x,r"'r';+.p:,,�, '* a'a °°`�4 ';. , ,dM- �,:'„?,�•' ";�'`, e ,�,'_' �8,„^ +, „ate, r ,e ”, ,t;r".i'+', ,.c,,,, °'�;.,m„�"":�iisy r,'.,i.. ..s�'ia,• /+�� .�FSlt1 tS't..1t_; 3' '^'.-a'w;`sc`'`aM-"�•� ,'t,= - "5""'i�` ;._'> ,a Ay_•c..' -- `4'1[.TVl3� ..� -': .z �''•,. - ,;:'� �'t `-t'*'a yA „'„,sJ:a , Alit ,;• .,'a.a', k .r..�,.f"rr,����`"^' F,s., ' ,.?.r.:���;;�,��,�3Y'r,,���' ,4 ,� "�.,;:�' `' t Y:. ;�:y,r", v. +".a�w"�',+. - ,"t-,}�` ,� PiI}..,.,- _,.ta; •)i":,i4r";,;"r: _ -;;. �' '°j�,> �,.•�i.bF n'�'-.aa..-,,.r1 u�,r�+.ivi"�' � •; i• ,a,�t,� `.*,�'�;'"'a' „r,.: w, .ea�,xE i',",.,'';'o- '-��'� .'1<_•'r;��wy •it' ^.s`,-+,.;_. .,rs... ��1,,'"'^�; . .",�„ - r - '+it^.�a i.!`+.r,Wa„�" S"i'��''�,�jpkR�=� `��•^,r��9.g¢ 's l��..rr�',z;i~;R ""�a,", ,a�.,�'�,^"za_ '"��v'' !�- •,`+ph,` .- / wi: nc ,Y —�;"s. �,q•r,,_ �'+r,jJ,:,*'�'Yxa` ;��„c-, ." . s:. :^x.=,.t Y _'''i` .s 5 fi,", „r !:;` .n T6_rUPtt °`r'�-3'"'"kf'� '""^_,"y'��; �r'ov;'."rr;"'�` a.,.`.,�a.:,,s'srt"a .,gsa,.. `tea .s4F _ "."e,-x ` ;,.� '4r""S "0..i�•i9➢ \`'!Fi'i A;$ '-f`L�`.i,'t'7 ��.� tr, '� ,i ti1,1 ,,. rr <c _ S�',. s" �°nt + - '3iW "� ai' M "fes, . tX„tt t R _ `*'•, ".�� ,q a€i ;:':"., a �".,;,� �,ge `xx," d 'v s drtcy� +'. 2 'fps r^tti '""c `�x" r"•' r •• _ _ h x= a.. .s'. _�c:Pd !, y,a„lL:: J ,F`, _t ` �a� ,k, °^` ttZtt-,...: T €... v ., ?..W _{>,r�•'ti rt ",z �w•'"�`,;*;�,,, ,ta,� y,`�". - .:jj e +`r �, _ �'1� �y�^ ..r`.,,n a, �,w G�a..,':•`"5.-'- .'•rz" °;�,', ua•� °,t ..,�,.., ar•_ • .s.'�,}y."x, �"tt?-, „W.�t” - 1 r. e," .i`,.:aG-,`''.+�n�+-,a.,;;w rw'.=,�•'Pt'•=;.'a�'tsx, w�' :a'°°, ;"_'fid' , ,T s °,� �rEtroi' - .,. `r,L- ryii^ y, B ;%, 'S^t,:,.,,",c#',•,. �d� h:a Si 2 „ :d»d tx•F,t,;, j[AsyS, e f,-.y'r`D �x`,n�t�'•�»P^_ '>G`."-'aa y' ,;x• , - •�' � � - >�• c,r3� -_� +#1:a�y", ,�v ._.,,.�'y, 1 mom...%R.:a..0°'ti-,. "�'S3+':','{-:, s' 'h ;t{ti3."�J . ,. �•.x'z„ �iq-;<,r{'.E4`�•"";ra, .,,�"4t ix.�,z"'` ;h.t-q"�+t<`��"'ae ,�.` i .a.,�a�1T3.�»�<6x C,5""s.7`,'s i • !&' ME 4'$S#+���,�^in'" 3��xcti41,4;}ba yiFi('•,=:n:�,� �*y,�{ t vY* _.�T;IttSllLt��ttr'#:1....[w... _ T _ _ � � - �'�_ �>'> � 'i-''e. 'r�,.�.�'"��','�`'"j�,.1r: 'Dd4i� k�.�-.aw�r.r,_r't',�„"'e, "'1?hiladetp9tia` • � ; -atitilt�CJ�GSf.)rt�zli���r,It1iF,EtrtErtTP i'la�t�Esri 1a#�:z{�.t�lE"�T1��Esti��f�{rtii�}�FI?ac�c�,tt�n�t��ll�sii,' �.��iEStI�F��}�;F 1tr'Es����a'}t�fECt�=Eiti�Ghira�'a��tan�t�o��t�±,,:{Esii{ l`.arecf,:Esrt; i t a CG ]EtlStrcztty +`" i r { 1x+,1 0 ?k�, {� t 1�p,c�tltatat.rE°rs`�itd=ttt�fall tJs�tyG+at`nm ttiitl~j ,q? Cv{�i`���frz�l�.ta(��,� ii'lai�r ' r� z,GIS Unci=[�tiiinrtts' i ..i-* ,_l *, �- - 5 ��;.°o,: + ,�t Si ✓� + 't ,k. r z'}Ad �, tt� YT33',° o- B.i.i [Coastal or Waterfront Area]--��'�- +_ -(Yes B.i.ii [Local Waterfront Revitalization Are Yes C.2,b. [Special Planning District] �~~ Yes- Digital mapping data are not available for all Special Planning Districts., Refer to EAF Workbook. C.2.b. [Special Planning District-MName] NYS Heritage Areas:Ll North Shore Heritage Area E.i.h [DEC.Spills or Remediation Site- $Digital mapping data are not available or are incomplete. Refer to EAF iPotential Contamination History] Workbook. [DEC Spills Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF i (Listed] _ I Workbook. E.i.h.i [DEC Spills or Remediation Site- ,Digital mapping°data are not available or are incomplete. Refer to EAF IEnviron`mental Site Remediation Database] lWorkbook. i jE.1.h.iii [Within 2,000'•of DEC Remediation No ! site] �E 2.g [Unique,Geologic Features] �No E 2.h.i [Surface Water Features].�..~.�.._...�__..,.._�-Yes IE.2:h.ii [Surface Water Features] Yes E.2.h.iii [Surface Water Features] Yes- Digital mapping information on local and federal wetlands and waterbodies is known to be incomplete. Refer to EAF Workbook. �. E.2.h.iv[Surface Water Features-Wetlands Tidal Wetlands, Federal Waters I Name] fE.2.h.v[Impaired Water Bodies] es j E.2.h.v[Impaired Water Bodies- Name and (Name- Pollutants- Uses:Mattituckdrilet/Cr, Low, and tidal tribs—Pathogens— Basis for Listing] Shellfishing _ I �E.2:i. [Floodway] ._._.�No- !E:2.j. [100 Year Floodplain] � ^ Yes I , IE.2.k. [500 YearFloodplain] No Full Environmental Assessment Form - EAF Mapper Summary Report 1 1E.2.1. [Aquifer Names] ;Sole Source Aquifer Names:Nassau-Suffolk SSA i E.2.n. [Natural Communities] No ------ ------ 1E.2.o. [Endangered or Threatened Species] ;No i ;E.2.p. [Rare Plants or Animals] 'Yes E.2.p. [Rare Plants or Animals- Name] ;Southern Sprite E.3.a. [Agricultural District] (No ZONING BOARD OF APPEAL . �E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E-3-e. [National or State Register of Historic Digital mapping data are not available or are incomplete. Refer to EAF Places or State Eligible Sites] Workbook. E.3.f. [Archeological Sites] I No E.3.1. [Designated River Corridor] j No Full Environmental Assessment Form - EAF Mapper Summary Report 2 RECEIVED Town of Southold 1_5__P LWRP CONSISTENCY ASSESSMENT FORM I AUG 2 0 2021 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# 106.00 - 06.00 - 003.000 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. E Building Dept. 0 Board of Trustees 19 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: RAISE 4 5',REPAIR AND RENOVATE 1,455SF 2.5-STORY PORTION OF EXISTING STRUCTURE(E G REPLACE/REINFORCE EXISTING STEEL AND TIMBER SUB-STRUCTURE,REPLACE SIDING,WINDOWS,DOORS,AND ROOFING);REMOVE EXISTING 922SF 1-STORY PORTION OF EXISTING STRUCTURE AND REPLACE WITH OPEN WOOD DECK WITH STEPS AND RAILINGS;REMOVE AND REPLACE 388SF PORTION OF EXISTING 1-STORY STRUCTURE AND REPLACE WITH 1-STORY OPEN PORCH,REMOVE 100SF 1-STORY PORTION OF EXISTING STRUCTURE ON CONCRETE FOUNDATION AND REPLACE WITH 1 5-STORY PORTION ON NEW PILING FOUNDATION WI I H 5 1 00P AND S I EPS;RESURFACE EXIS I ING 665,5F VV00D DECK Location of action: 5775 MILL ROAD, MATTITUCK; 10(?0-106.00-06.00-003.000 REECErVED Site acreage: 0.11 PLUS 0.03 ACRE EASEMENT AREA �-S 3.5 UG 2 0 2021 Presentlanduse: COMMERCIAL(RESTAURANT) ONING BOARD OF APPEALS Present zoning classification:—M I I 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: NORTH FORK PROJECT LLC (b) Mailing,address: 5550 W. MILL ROAD MATTITUCK, NY 11952 (c) Telephone number:Area Code( ) (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? S�� DEVELOPED COAST POLICY EXEMPT-PER?(268-3(F) -)I-P— 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. F-1 Yes ❑ No ❑X 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 2 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 0 Yes E] No © Not Applicable DECEIVED ZONING BOARD OF APPFai c 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 Yes 11 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 RECEIVE® AUG 2 0 2021 Attach additional sheets if necessary _ ZONING BOARD UF ALS Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [] No® Not Applicable 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. 0 Yes ❑ No ® Not Applicable RECEIVED AUG 2 0 2021 ZONING BOARD OF APPEALS Attach additional sheets if necessary 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. ❑ Yes ❑ No ® Not Applicable Created on 512510511:20 AM RECEIVED --v-:�3 AUG 2 0 2021 Board of Zoning Appeals Application ZONING BOARD OF APPEALS AUTHORIZATION (Where the Applicant is not the Owner) WITH AN ADDRESS I, NORTH FORK PROJECT LLC reser at 5550W. MILL ROAD, MATTITUCK, NY 11952 (Print property owner's name) (Mailing Address) do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) BY:ANTHONY MARTIGNETTI, SOLE MEMBER (Print Owner's Name) 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. YOURNAME: MARTIN D. FINNEGAN, ESQ. (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.) RECEIVED TYPE OF APPLICATION:(Check all that apply) '7 S-�3 Tax grievance Building Permit AUG 2 0 2021 Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring ZONING BOARD OF APPEALS Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP rA Submitted this 20 21 Signature Print Name MARTIN D. FINNEGAN, ESQ. APPLICANT/OWNER 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: NORTH FORK PROJECT LLC (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.) RECEIVED TYPE OF APPLICATION:(Check all that apply) -3-5 1-3 Tax grievance Building Permit I AUG 2 0 2021 Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring ZONING BOARD OF APPEALS Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided, The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this Z_ day of Q ,20 21 Signature Print Name BY:ANTHONY MARTIGNETTI, SOLE MEMBER d i 1. 1908 O(d�Ahffat �44attituc mew �York N O Z H Z 'j--, 0C X U) G') rn o I fill 5-11 O T N � r W v rn ^�� .�.-•1��-,� J •��. ...a-.. ._...—. +. _. _ - — SYC ... t y�'Ff �a.� �R .l.p - .1i►' - •- +F• t ASK' �i� "► `� ..; .- •� f DIY � i � -rt.i a*�y�sr . I ,,,,c 'i,.,y:. �y�y,�~t�� ve.�iwr �►4�'i+► � � ., - J• ' !V i, '`�'. } - a _ _ _.. ... �•,y... � .. :pro A �r - ,w z ., a ..,. .•.� d � (`Lt t. y�ry ..•mss., b � _ 7 � S �xis'•^� .. i►:c.� 1� �'� vri air ,.,gryn �` �. -. o r i�'. xy c,�> � a' ty t �r•Aim r � � 9 • � � �yam' � : ::o oy N O z z D G*) C CD o C' z m D => N vi m O C:::, � p * j 2- 51A ox V im k ►+*.rM�_+•.*. �+ � �•- ".� k ;;'. :n'T ,:w_'_ � .�_. .- - _;,+� 'rte �. ,,.. R .! r` r 4000P. q . fill a, r* WOW 41 4wlqvw O z H ' z D � c p 0,-, rn O � n rn G N (Ti O o O D (" v 1J� o � rn D r Ln r 3, Z '� ��`• ,�[�jl�+ r'y, {F�t75�4�tafff i����i4,t � "' r 04 \� 1 I .R. t ill `�Af•��j p} l..Ck r';l t r,,f/ i ia5if,.S`lf allf i 6�� t lii ? y•y r.i� I1�r.t t�� r r � � � tC , ' i Y -s iy i��� vrJ'• It rip Il Ir" r F'p OFi yar.rr -;.}i _—�� it 4 0 Lir r y ® 19 & ! ! ��— ---4"iAM ,Iw��.�"y,irs,�'+!" Lv�-1: .f�•��s.tx hc�e '� r >,<., ."F'by- � ti"i��+•},��3 ,r f _ .. " Y 1 jI \}N %A Tw �.,,�' ie ./• t ';j� t'•' •�= r i ��r` � f drat r,'� { 3 � ; �. � 't � �.�, i � s�: i E.f,'•.�. r }�; 1 '�'� a `!r �t�/r t k• ,# ' •t_ �:rt.'1� �j. - f,`- - ,t — �� /"�1.I.!'kF4j'v��6'-.,•;�8' SV'/ 1 r ,r �"a t ''�,. a r t'�' °`.' „a � D C ` C m Ili i CD I 7 _ - a � a Y RE`CCEEI_VED Illllllllllllllllllllllllllllllllllllll AUG 2 0 Z02 ._ . . III IIIII IIII IIII ZONING BOARD OF APPEALS I Illlll IIIII IIIII IIII Illi SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 04/18/2019 Number of Pages: 6 At: 04:00:42 'PM Receipt Number : 19-0077278 TRANSFER TAX NUMBER: 1.8-29776 LIBER: D0001.3008 PAGE: 995 District: Section: Block: Lot: 1000 106.00 06.00 003.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $620,000.06 Received the Fd1loxing Fees For Above Instrument Exempt Exempt Page/Filing $30.00 Pio Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO .EA-CTX $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $400.00 NO Transfer tax $01.00 NO Comm.Pres $9,400.00 NO Fees Paid $10,130.0`0 TRANSFER TAX NUMBER: 18-29776 THIS PAGE IS A PART OF THE- INSTRUMENT TRIS IS NOT A BILL JUDITH A. PASCALE County Clerk., Suffolk County FilL21 Numbor of pages RECORDED '2019 Rpr 18 44,00.42 PM JUDITH R. PASCALE CLERK OF RECEIVED This document will be public SUFFOLK COUNTY �S ;record.Please removeali L DQ()O13008 T Social .security :Numbers P 995 AUG 2 0 2021 -prior to recording. DT# 18-29776 Deed/Mortgage Instrument Deed Mortgage Tax Stamp Recording/Filing Stamps ZONING BOARD OF APPEALS 3 FEES Page/Filing Fee Mortgage Amt.' 1.Basic Tax Handling 00 , 2. Additional Tax TP-594 Sub Total Notation SpecJAsslt. or EA-5217(County) Sub Total Spec./Add. EA-S�l7(State) TOT,.MTG.TAX Dual Town Dual County R.P.TS.A. Held forAppointment Comm.of Ed. 5. 00 TransferTax i Mansion Tax Affidavit The property covered by this mortgage is Certified Copy — or will-be Improved'by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total '� If NO,see appropriate tax clause on e# of this,instrument. - f$-19 4 D)st,/O r S munity Preservation Fund 190'117433 Real PropertyCortsideratio tz Amount$ Tax Service Agency �DTY � 'alfa' {111 C:PF Taro Due $ Verification tS APR-1 Improved Aolo' 6 Satis actions/Di,cchargesiRe-Ieasefust Property uwners-Mawng•nuoress RECORD&RETURN TO: Vacant Land " 4u�A :zUete TDloot) PO. Sox R.7Z � TD TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name L.Wrj o a.t 777-1-e www.suffolkcountyny.gov/clerk Title# . Wo —3745-- 8 Suffolk County Recording & Endarsernefft Page This page forms part of the attacked made by; (SPECIFYTYPE OF INSTRUMENT) 7'75' 1C2L!r r t-kC The premises herein is situated in SUFFOLK COUNTY,NEW YORK TOnn In theTOWN of .;r.r 7w L C. l IJoem too+-I frnj+ecT LL t In the VILLAGE or HAMLET of 01A-r-D T'u f..k BOXES 6THRU$MUST SE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. '% over > p7 S' , ° Doc ID: 19011433 R DTY A 16-AP11 !9 Tax Maps District Secton Bloch Lot School District Sub Division Name 1000 10600 0600 003000 1000 10600 0600 004001 MATTITUCK-CUTCHOGUE RECEIVED AUG 2 0 2021 ZONING BOARD OF APPEALS I I I RECEIVED ' Indenture AUG 2 0 2021 Bargain and Sale Deed with Covenants Against Grantor's Acts ZONING BOARD OF APPEALS THIS INDENTURE,made as of the 18"day of March, 2019, BETWEEN 5775 REALTY LLC,having an address at c/o Krasner&laulus, 200 Park Avenue, Suite 1700,New York;NY 10166;party of the first part,and THE NORTH FORK PROJECT LLC having,an address at c/o David J. Jannuzzi,Esq., 13235.Main j Road, Mattituck,NY 11952, party of the second part, i WITNESSETH,that.the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the patty of the second part,the heirs or successors and assigns of the party of the I second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate, lying arid being at Mattituck in the Town of Southold,County of Suffolk and State.ofNew York,being more particularly described on Schedule A, annexed hereto and made a part hereof. j 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 of 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 improvement before usingany 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 I li _ RECEIVED } Tz) AUG 2 0 2021 indenture so requires. ZONING BOARD OF APPEALS Being,and intended to be the same premises conveyed by Glebe Associates LLC to 5775 Realty LLC by deed October 24,, 2018, recorded November 28, 2018 in Liber 12989 cp a 241. i IN WITNESS WHEREOF, the party of the first part has duly executed this,deed the day and year first above written. In Presence of 5 75 e L C �--- � By � , a u thorized signatory i I ACKNOWLEDGMENTS STATE OF NEW YORK ).ss.. COUNTY OF NEW YORK On the IS" day of March in the year 2019, before me,the undersigned,a notary public in and for said state,personally appeared Hilah R. Iaulus personally known to me i 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, and that by'her signature on the instrument, the individual, or the person upon behalf of which the individual acted,executed the instrument. i i Notary Public RoeaaroEMEN Pe&h*W?4&01DS5W5117 ttr�a5tpd� Count - My ConWnia�bn€x�OcLob®t9A.� I i i FIDELITY NATION44 TITLE INSURANCE COMPANY TITLE`NO.7404-405715 1 - SCHEDULE A-1 (Description of the Land) RECEIVED For Tatc Map IQ(s): 1000-106A4-06.00-044.40'1 -t-3 1000406.00-06.00-003.000 ( AUG 2 0 20 21 AMENDED 03/08/2019 ZONING BOARD OF APPEALS TAX LOT 003.000 ALL that certain plot, piece or parcel of land,situate,lying and being at Mattituck,in the Town of Southold,County of Suffolk and State of New York, bounded and described as follows: BEGINNING at an point on'the northeasterly side of Mill Road,said point being intersected by the division line between the property described herein and land now or formerly of,JC Miller Management Inc.,said point being situate South 70 degrees 37 minutes 11 seconds East 1'67.05 feet from a concrete monument set in the southwesterly side of Mill Road where land now or formerly of Strong West Mill,LLC meets land now or formerly of 5775 Realty LLC; RUNNING THENCE North 66 degrees 52 minutes East,46.58 feet through a wood bulkhead to a point in Mattituck Creek; THENCE through and along Mattituck Creek the following three(3)courses and distances: 1.South 23 degrees 08 minutes East,80 feet; 2.North fib degrees 52 minutes East, 15.01 feet; I South 23 degrees 08.minutes East,32 feet to the,northerly line of Mill Road; THENCE along the northerly line of Mill Road South 66 degrees 52 minutes West,53 feet to an angle point in said road; THENCE along the northeasterly side of Mill Road the following two(2)courses to the point or place of BEGINNING: 1.North 23 degrees 30 minutes West,`98.35 feet; 2.North 53 degrees 23 minutes'West, 15.81 feet. TAX LOT 004.001 ALL that certain plot,piece or parcel of land,situate,lying and being at Mattituck, in the Town of Southold,County of Suffolk and State of New York,,bounded and described as follows: BEGINNING at a concrete monument on the southwesterly side of MIII,Road where the;same is intersected by the division line between the premises herein described and land now or formerly of Strongs West Mill,LLC; RUNNING THENCE along Mill Road the following three(3)courses and distances: 1.South 53 degrees 23 minutes East, 162.15 feet; •2.South 23 degrees 30 minutes East, 134.32 feet: 3.North 66 degrees 52 minutes East,53.97 feet to a wood bulkhead on the high water line of Mattituck Creek; THENCE southwesterly along said bulkhead and high water line of Mattituck Creek,35.26 feet to land now or formerly of Alonzo F. Robinson; THENCE along said Robinson's land and land now or formerly of Killian the following two(2)courses and distances: Commitment for Title Insurance Printed, 03.21.19 @ 02:38 PM Schedule A-1 bescripWr NY-FT-FR%IH-01030.431004-3Ps-1-19-7404-003776 'FIDELITY NAT16NAL TITLE INSURANCE COMPANY TITLE NO. 7404-003715 SCHEDULE A-1 RECENE® (Continued) 7-3 'i.South 84 degrees'08 minutes 26 seconds West, 68.70 feet;and � AUG 2 0 2021 2.North 35 degrees 49 minutes 30seconds West,295.99 feet to Mill Road and the point or pla4A� b"%OF APPEALS 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 i, I I I i Camrilltment for Title Insurance Printed: 03.21.19 @ 02:38 PM Schedule A-1 Description NY FT-FRVH.01030.431004-SPS-1'-19.7444003715 I RECEIVED -1 a s-1-J AUG 2 0 2021 ZONING BOARD OF APPEAL'S BARGAIN AND SALE DEED With Covenants Against Grantor's Acts Title Number: 5775.REALTY LLC to THE NORTH FORK PROJECT.LLC SECTION: 106 BLOCK:, 6 LOTS: 3 and 4.1 COUNTY OR TOWN: Southampton RECORD AND RETURN BY MAIL TO: David J. Jannuzzi, Esq. 13235 Main Road PO Box 1672 Mattituck, NY 11952 INSTF LcTIt7N8(irp-t2l7•POF-INS):www.aps stale ny.us FOR COUNTY USE ONLY1-1471.3, �� New Ymk Stift Vapub, fd bf mi .+ CI.a Cc& ,I 14I.3, I Taxation and Finance C2.Vile Dead Rwmtad L1"} I )T, 19-1 asrce of Reil Pn=rty Tax Samces RECEIVED RP-5217-PDF CS.BoDtr 1 CL Pape Rail PropertyTreMfw Report(Ono) J I PROPERTY INFOR"TION AUG 2 0 2021 1.Propeny $6 M775 Mil: P.oad Location •e1eL1.1,. H maPtrNsls _ ZONING BOARD OF APPEALS NaLL:1.6ck 11952 A'"*W L Blryer Tho North Fork Pzojec':, LLC rVu�t'>D�}tA p(Z-�'j(�Jl1Cf'fTi ,/Yla/rltJr:'.f4 N'm° 041 PAW=~ - PFMT MOF J r 'IATwW10Y+a4, KarrweC II.Tsr Itdc1kex M*&svTaat)Teastobeawt Addme itc1twom WW edteess(w 000maform) 4,f+,W[COW~ rear NWF a•tTeP"NIYaQFuO'IWJ 0111 aefane. e-ATe .'pcwF L fndkafelhi menbirdAawesmerdtong tlt+at��PaRen chlmEt es Day apply: Rot prrceb usaw reed cothadeed 2 e of PNW* OR ❑Pat d e PereN 4A.Plan(➢Bawd"h Subdinow Atgody Basis o.ta..a X 0R 0.00 Q 8TV,�ii11 aB.SutlmNsaanaPataP�rasRigdmiPorTlmda •Ire•- •xws 4C.Parcel Approved for SUbdml■an ooh Nap PlaYded I b77b Realty WIC. _.._ 1��1�h INIO•'RA(4) Sic i } 5.SAW •1►91�IryceMP.vl ni"s�rm r Name 4,41%poco■m% �� :JiflNWC 7.Soled the description which mostec=Atdy dew im the Check the hof"alba as ole MM: usedalewom Ntie Umeof Fels: t.Owanhp TypoivCordorifmwn ❑ I.C4nuucrcml @.NowConshucbmaneVp Lafd 11 -- ICA.PropedfiLwAlEdWdhmmApadlutdpatrb 13 108.)3warmreivcdadfrmsusmoulltdraugMdthe popatybmn r-1 AgnWincl OtWd I.._I SALE INFQRMATIONJ lAChataaarmemdthesecasd9lomsstgfpltceblehavanfhr A.SWe Bdwe=RWWmes a FcmwRaWws 77.telstbroea Oeb B hate tlesveer4Ralehed Ctunpen�a Paulen m f3u4alea --- C.Om of the Boyars reo 0 9eaer 03/18/2019 D.Hupora seswte Garerlsmm Apas7r a Lenerq tntbaen 12 0eta d aetetrrseder E One Type rot Wermq cr OaMw and Sets ISpeco Seim) F,Solved Redo or Lose Man F"litems!(Speory,Bebw) *IL Fid!eabPrku O.SWusmraChwWinPropmayWMenT■■edeSmf sand Sob Own H SelodaudrossislncluledlnSWePnes {,Fos SW Prke Ie me ta7r emes1M pad fear PtOpeny laleorq pafwlW proPedY I Oder Idweual Fatten Mamrq Sala PrimSSpeatlr BeloW) Tfespeymeremeyhalnthafamafeeln odlerptoprmyayoade,aaeo and• mwtpp"aatlareb6pwona)Plameraatlmmoaealesf■nUeabpar J.None Commargsq onCendelom 14.br)kabUavebedpmow � pwpafif Imkldsd M thoub _ ASSESSMENr INFORMATION-Data shaft reflect the latest Fi)naai Asmumid Ras and Tax Bill 1a.Y•eldAsesNmentiteYaaovNlkhtrdamWlslt6RenrrY) rp •l7.TotdAvmwdVWw 79,500 -IL Prap"Ckes 72:/31� _ _ •H•achWVI$MeeNrw mat_ituc-s/cuccmwoud W.Tex MoD Mentfier(epRoa ItlerltYlp)e)Itnae tlanfou,leach sheatwWl arbhbrol Itlerdlae4s)) )40C•!Ofi-L•-3 14CG-lOf-6-A.: CERTIFI IGentrythet"gddnItems dbdorats*wadweltanOft factamtrimmetcaratetathe beat dmybxwlsdaea�edbehaQand tur4wd ndthatUamatdaQdaWY49hd falseemtaaamdmaislslblfhwelned0adilato the otortslpas'ldthevsiWheNotatlsetothe mWftand 81iwoffalse batmen b.' e)xf eR al BAYER CONTACT INW)WAT" tIIo .�/al'S LMMPfdmaSe,fQaOe.glL nes■YaJnruLLefaeay.nseewal.mpmsnea,d+•seaa eecda _I,�� ,,��pp77 emga■t■rlxwnord�ds�sa».sMln•1'a,u sm ooles144saue■•atgflolaet,mperNde C)•yh�' ! ,` ■room aasavoJaa■w,e�ellwuamr■m.gmem■�a T�peapMduel.l Wf.fP"'un u I HILYEB810 TURF fg.4riTrS N;-M, q1 AVE /JOA n,s1iJwP 1 "MCA J 1.I i f�1 ��81•! 'wC�:JIL 'IMO7�fI.11u16PS:f,tli0a9k �lF L�IQ� ��e_ _ aic 'fri�ul N-OAIF• •SIPLLIhWr• - syl peto• YarK JAiSa. toff 1'a Y:1-NIC" 41Pf1 •�_ �fAa �.4yN tr zz Ama$Ar,IoRtfBy U�dt AWACCea ILtr+FeNPN.WF•F•FOAM: ,�� •• ■ ■■■■■■ ■■■■■■■■■■■■■■■■■� 1■ ■■■■■■■■■■■■!ii� �ul■ ■■■■■ ■■■ill■■lilt IAl1■mFlf/■■■■ ■■■■■ 1011111111111111 i■tl■■■■■■■■■■■■■■■ ■■■■■I■■■■ 1■11i■■■P�i■■■■■■■■■■■ - • _ - ■ ■■■INS■■■■■■■■■■■■■■■ ■■■■■■ nt Fire Place �Type Roof Recreation Room Rooms 2nd Floor ; FIN. _ .. • Dormer I Driveway IS . . i - SCTM # _ � !WKrtl;u�Fi�TOWN OP SOUTHOLD PROr�rs D CARD OWNER STREET VILLAGE DIST. SUB. LOT mm ACR. REMARKS TYPE OF BLD. .� PROP.CLASS 14 � Q LAND IMP. TOTAL DATE 1500 ` loo q-)-C» /®q c o D O N rn D N r FAU FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL i I ' j [1111IIIIIIIIIIIIIIIIII1IIIIIIIIII1IIIIIIIIIIIIIIIIII1, RECEdVE®I-IVC- AUG 2 0 2021 II�III 1111111111 III 1111 ZONING BOARD OF APPEALS SUFFOLK COUNTY CLERIC RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 08/13/2018 Number of Pages: 6 At: 02 :12:49 PM Receipt Number : 18-0149897 TRANSFER TAX NUMBER: 18-01321 LIBER: D00012973 PAGE: 677 District: Section: Block: Lot: 1000 106.00 0,6.00, 003.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $30.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO TP-584 $5•.00 NO Notation $0.00 NO Cert.Copies $7.50 NO RPT $200.00 NO Transfer tax $0.00 NO Comm,Pres $0.00 NO Fees Paid $282 .50 TRANSFER TAX NUMBER: 18-01321 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 4. _ RECORDED Numberof,pages 2018 Aug 13 02.12:49 PH JUDITH A. PASCALE CLERK OF This document will,be public SUFFOLK COUNTY RECEIVED record.Please remove all L D0001297.3 ���� Social tecurlty` 'Numbers P 877 prior to recording. DTA 1¢-01321 I AUG 2 0 2021 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Flling,Stamps ZONING BOARD OF APPEALS 3 1 FEES Page/Filing fee :9)0 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP484 f2— SubTotal Notation Spec./Assit. r. or EA-52 17(County) SubTotal spec,/Add. EA-S217(5tai;e) TOT.MTG.TAX Dual Town Dual County ' R.P.T.S.A. He[ .0 forAppointment Comm.of Ed. Transfer Tax Affidavit + Mansion Tax CertifiedCopy The P+npeKfY covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00family dwelling only. Sub Total �����' Other YES orNO ,. Grand Total .1 If NO,see appropriate,tak clause on page# of this instrument. 4 1 Dist.1000 3690523 1000 10600 0600 003000 S Community Preservation Fund ReaLProperty (gi �!®�����®��� +vbnsideratioti Amount$0.00 Tax.Service I AAgency -t CFF Tax Due $0.00 Verification Improved 6 Satisfactions/Discharges/Releases List Pro`Leerty Owners Mailing Address RECORD&RETURNTO; Vacant Land Martin D. Finnegan,Esq. Twomey,Latham,Shea, Kelley,et aL TO P.O.SOX 9398 Riverhead,NY 11901-9398 TO TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffol kcountyny,gov/clerk Title# $ Suffolk County Recording & Endorsement Page This page forms part of the attached EASEMENT AGREEMENT made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in TOWN•OF SOUTHOLD SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOLITHOLD In the VILLAGE GLEBE ASSOCIATES,LLC or HAMLET of MATTITUCK BOXES 6 THRU$MUST BE TYPED OR PRINTED IN BLACK'INK ONLY PRIOR TO RECORDiNMOR FILING. over RECEIVED � �7-3 (AUG 2 0 2021 EASEMENT,AGREEMENT ZONING BOARD OF APPEALS THIS INDENTURE made this` day of ja . 2018,by and-between the Town of Southold,-a municipal corporation of the State of-New York,,having its principal office at 53095 Main Road,,Southold,New York 11971 (hereinafter referred to as"Grantor"), and Glebe Associates, LLC,aNew York'limited liability company with its principal place of business located at 5775 `Nest Mill Road,Mattituck,New York, 11952(hereinafter referred to as "Grantee"). WHEREAS, Grantor owns certain roadways and highways throughout the.Town of Southold including'West Mill Road in the Hamlet of Mattituck; and WHEREAS, Grantee owns certain improved land situate at 5775 West Mill Road, Mattituck New York, identified as Suffolk County Tax Map No. 10007106-6-3 (Grantee's Property");and WHEREAS, Grantee is desirous of an Easement over a small,unimproved portion of West Mill Road that lies adjacent to Grantee's Property depicted as"Easement No. I" on the survey of Grantee's Property prepared by Nathan Taft Corwin, I'll on July 28,2008 and last revised on May 8,2018,attached hereto as=Schedule"A"and more fully described in,Schedule "B"annexed hereto ("Easement Area"); and WHEREAS,Grantor has determined that the Easement Area is no longer used or maintained by the Town of Southold or its residents and serves no public need or benefit;and WHEREAS,Grantor, for good and valuable consideration, is desirous of conveying an Easement,to Grantee over the Easement Area for the,placement of certain structures and utilities necessary for the rise and occupancy of Grantee's property. ' RECEIVED AUG 2 0 2021 WITNESSETH: ZONING BOARD OF APPEAL 1. Grantor does hereby grant,transfer,bargain, sell and convey unto Grantee, in perpetuity,an Easement in gross of the nature,character,and to,the extent hereinafter set forth, over and upon the Easement Area depicted in Schedule"A"hereto,and more My described in Schedule"B"attached hereto, for the purpose of allowing improvements and structures necessary for the use and occupancy of Grantee's property to be placed in the Easement-Area. Z. The location of the Easement Area described in Schedule`B" shall not be changed without the consent of both parties and their,respective representatives. Any and all costs associated with the use and maintenance of said Easement Area shall be borne solely by the Grantee, and furthermore,the Grantee,in conjunction with use of the Easement Area by the Grantee, agrees to provide the Grantor with proof of liability insurance provided,for by the Grantee, naming the Grantor, its heirs,successors and assigns as the case may be,,as an additional insured thereon as the Grantor's interests may appear. I Grantee also agrees to'indemnify, save and hold Grantor harmless against any and all claims for property damage and/or personal injury arising out of the use and enjoyment of said Easement Area by the Grantee, its heirs,successors and assigns,invitees and trespassers,to the extent not covered by insurance. $. This Agreement shall inure to the benefit of,,and bind, the parties,their heirs, successors, legal representatives and/or assigns, and shall run with the land in perpetuity. IN WITNESS WHEREOF,the parties hereto have executed this Easement Agreement on the da and RECEIVED g y year first above written. -�+�-y3 l AUG 2 0 2021 Town of2Sou , dNING BOARD OF APPEALS By: d &e!� Scott . Russell, Supervisor GLE E ASSOCIATES,LLC By: Barbara Lowe, Managing Member STATE OF NEW YORK) )ss.-. ,COUNTY OF SUFFOLK) On theSt ay of Ct. , 2018,before me, the undersigned, personally appeared SCOTT A. RUSSELL personally 16iown 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 he executed the same in his capacity and that by his signature on the instrument;the individual,or the person upon behalf of which the individual acted,executed the ' instrument. Aib blit �Ife L toM►stM10 til M"PUBUC'MM OF NEW YORK STATE OF �i N9- Ql1061$6671 Qu�urr®g Iiut IR folk County 5s.: M!'Camrat !9P ropins NovombW 27 COUNTY OF�t�F8�1F) "=1a ' Sa.n �,,nc.�sca On the °i day of 1(4 • '2018,before me, the undersigned,personally appeared BARBARA_LOWE,personally Rowri to me or proved to rrie on the basis of satisfactory evidence to be the individual whose name is subscribed to the within,instrument and acknowledged to me that she executed the same in her capacity and that by her signature on the instrument, the individual,or the p rrson pupo;,nbehalfof ich the dividu acted,ex cuted theinstrument, '� � i � fffa F9 C /,I i a-CL/t v� "-Notary Public KARIMA SOLIMAR ZUNIGA NOMq Public-California z San,Fnncluo County z CmwMeozlon#21M09' w My Comm,Ex Tres Jan 1.2021 5e-k ORCVRa ML4 IN La tCaKm C[pR! An 4 R MS non Lw w a a+a f�A pun corcv+eR as us r,lwa1e6-96-41 r RtA01+D =4 M1 I fff •(f QAb= 34 K M1 Llf OCRE 1 w" O•y-m 6Lt um INWIL fw 4-4 Z�J••"• ' •f��:$ Ile -,J�. .rte" . '• 'r ,►+ '++ .� ..-� .;.'.!::.?;,1��' ;..•.; ry ..taxi _ ASEMENT No. (SEE DETAIL) EASEMENT No. gal SCALE 11-20` •%Ls�J rr IJ V ';rY ` EASEMENT No. 2 r (SEE DETAIL) t g4 06 20. ot►Ntn �"ruo na°fr RECEIVED �� V� (AUG 2 0 2021 ZONING BOARD OF APPEALS RECEIVED � 3-3 AUG 2 0 2021 ZONING BOARD OF APPEALS SCHEDULE"B" Legal Description of Easement No. 1 ALL that certain plot,piece or parcel of land,with buildings and improvements thereon erected, situate,lying and being at Mattituck,Town of Southold,County of Suffolk and The State of New York,more particularly bounded and described as follows:. BEGINNING ava,point at the southwest corner ofland now,or formerly of Glebe Associates, LLC,at the northwest comer of land,to be herein described,said point being also the following two{2)courses and distances from a point where the division line between land now or formerly of the Town of Southold and land now or formerly of Glebe Associates,,LLC intersects the easterly side ofMill Road: (1) South 53 degrees 23 minutes 00 seconds East along the easterly side of Mill Road, 15.81 feet to a point; (2) South 23 degrees 30 minutes 00 seconds East along the easterly side of Mill Road, 98.35 feet to the true point or place of BEGINNING; RUNNI140 thence North 66 degrees 52 minutes,00 seconds East-'along the northerly side of Mill Road,53.00,feet to a point at the southeast comer of land now or formerly of Glebe Associates, LLC; RUNNING thence the following seven(7)courses and distances partially through underwater .land of the Town of Southold and Mill Road; (1) South 10 degrees 01 minutes 52;seconds West,26.96 feet to a point; (2) South 68 degrees 29 minutes 52 seconds West,9.50 feet to a point; (3) South 46 degrees 47 minutes,04 seconds West,23.75 feet to apoint; (4) South 78 degrees 13 minutes 17 seconds West,6.85 feet to a point; (5) South 31 degrees 57 minutes 49 seconds West,21.43 feet to a point; (6) North 08 degrees I I minutes 10 seconds East, 17.00 feet to a point; (7) North 04 degrees 33 minutes 59 seconds West,28,32 feet to the point or place of BEGINNING. �= RECEIVED History and Legends of AUG 2 o BOARD OF APPEALS The Old Mill Inn, MattituCWONING The first of Samuel Cox's family of Long Island was -11 amused. Stories and pictures still exist of the beer. James Cock, who owned a lot in Southold prior to drinking monkey that lived in the bathroom In the water 1659 (the ledger of Southold town prior to this time has tower. been lost). In 1662 he moved to Oyster Bay, where his During a storm in 1906, the tidal dam was destroyed. descendants still live to this day. Jame's great-great- The Southold Town Board then purchased a 'used" grandson, Richard, was a cattleman and drover who bridge to replace the dam. This bridge could swivel, pasted through Mattituck a number of times during his allowing boats to continue up-creek. Patrons of the tav- life. His son, Samuel Cox, upon returning from the war em often helped in the moving of the bridge for yacht In 1812, secured permission from the Town of ing traffic. In 1955 the bridge was condemned by the Southold to construct a "Tidal Mill' on Mattituck Town,who had It blown up. Inlet, 5 years later the dam, mill and mill gates Stories of Boot-legging in the area were were completed.The mill was later included abundant. The location of Mattituck Inlet - in the Library of Congress as a notable +*" a convenient distance from New York "relatively rare engineering structure". -`- - City, made the Creek a popular drop- If one stops to think about it, this _ - — off spot for rum-runners. There is still mill had much more to operating than - = a drop door In the Kitchen of The Old the usual mills. First of all, the entire '`' - MITI. Like most old bars located on creek had to be dammed In order for the water, these doors weren't just the utmost power to be utilized. -^ used for disposal of fish carcasses. It Secondly, work hours were not the �s�-�` Y was easy for boats to pull up.under - usual 9-5, but rather depended on high I �`"-'T ++ • neath and hand up bags full of and low tide schedules. Moon, tides _-;-' ' µa "hooch'I and weather must all have made the job In 1939 George Naugles owned the } of Grist Miller quite varied. =' bar and restaurant, with Mr. &Mrs. Bert ' The mill turned both night and day. The Lipton as supervisors. They had previously Incoming tide would force open gates at mid- ti worked at the Savoy Plaza hotel in New York. stream of the dam. When the tide turned, these Mr. and Mrs. Richard Holmes were running the gates would close and a smaller auxiliary gate opened place in 1975, and had been since 1958. Mrs. Holmes running water through a tunnel, turning the mill once has become quite a celebrity at the Old Mill. It is again. rumored that she passed away there, yet still tries to Customers would bring their grist to the mill and hoist keep her hand In. Numerous employees have had run- it up to the second floor. Then It was fed Into a hopper ins with her-the bar fruit tray is moved, the ice-scoop which held two flat stones that rubbed against each flies across the room, and her rather 'cool'presence is -, other. Then the ground grist would drop into a chute, be felt In front of the fireplace. weighed. Payment for the grinding was a percentage of Since the Holmes, Dave Bascola & Family, Dave the grist. Rosenberg, Bruce Acker, Walter Stockton have owned _ Cox and his sons ran the mill very successfully for a the Inn. During Walter Stockton's time the ceilings were number of years. In 1825 James Worth bought a half covered with sheetrock, covering many of the old names interest and Barnabas B. Horton bought a quarter Interest that graced them. Large wooden beams were left uncov- in 1833. After the next 5 - 10 years even more shares ered and names form the turn of the century are authen- were sold to several people. Among the owners were tic. Now Judy and Jerry Daly own the Old Mill. Walter and Edward H. Terry, Martin L. Robinson and Today the Old Mill is one of the nicest and friendliest George Cooper. Captain Joshua W. Terry became the places to stop in for either a drink and/or lunch & din- miller in 1847 when he decided to retire from the Sea- ner. One thing that hasn't changed in may years are the going life. He retired in 1902. The mill was sold then to friendly patrons - perhaps due to the circular_ bar which Yetter &Moore of Riverhead, who had a successful soft allows everyone to talk with everyone else. beverages and ale business. The mill was no longer prof- If you happen to be an old patron,you may remember Itable as the new steam mill had come to town. The Mill the head waiter"James". Jerry Daly received an article on was sold for $300. Under Retire and Moore the Old Mill James and has posted It in the entry way of the Old Mill. became a popular beer tavern. One satisfied customer James Primus Is doing fine and erdoying retirement in -was quoted as saying 'So much for the grist mill, it will Fort Myers, Florida. Mr. Daly says that quite a few people I now be known as a On mill'. ask how he's doing, and he wanted them to know. f Otto Magdefrau became a manager of the Old Mill Do yourself a favor - stop by and see what a piece of who brought Its popularity even higher. riot only did he history this place Is. A piece of the Old Millworks is still encourage patrons to carve their names on the beams down there-in more ways than one, and sides (beams which are still visible today), but also Au"Wlgley61119 7 , had a collection of animals that kept the clientele RECEIVED Twomey � Latham �� SHEA, KELLEY, DUBIN & QUARTARARO, LLP AUG 20 2021 ZONING BOARD OF APPEALS Thomas A Twomey,Jr. Martin D.Finnegan (1945-2014) Partner Stephen B.Latham John F Shea,III 631-727-2180,x-265 DaChristopher id p Dubin Kelley mfinneaan 1,suffolkIaw.com David M Dubin •. 6 Jay P Quartararo t By Rand Peter M Mott Janice L Snead Anne Marie Goodale August 5, 2021 Bryan C.Van Cott O Kathryn Dalli Laura I Dunathan Patrick B.Fife Ms. Leslie Kanes Weisman, Chairperson Martin D Finnegan o Zoning Board of Appeals Reza Ebrahiml Jeffrey W.Pagano . Town of Southold P.O. Box 1179 Bryan J.Drago Southold.NY 11971-0959 Bernadette E Tuthill Craig H Handler Alexandra Halsey-Storch Re: Area Variance Application of North Fork Project LLC Melissa S Doris Katenna Grinko Premises: 5775 Mill Road,Mattituck Lorraine Paceleo Terrence Russell SCTM#1000-106.00-06.00-003.000 Daniel R Bernard to Christina M Noon A.Chadwick Briedis Dear Chairperson Weisman and Members of the Board: OF COUNSEL With respect to the above-referenced application, enclosed please find a Lisa Clare Kombrink Kevin M Fox check made payable to the Town of Southold in the amount of$2,000.00 Kelly E Ks Hoeg Karen A.Hoeg representing the required filing fee and an original and nine (9) copies of the Patricia J Russell following documents for your review: Jennifer P.Nigro NY&LA BARS 1) Notice of Disapproval dated June 30, 2021; t LL M IN TAXATION 2) Executed and notarized Area Variance Application, including an attachment NY&NJ BARS O NY,NJ&PA BARS of explanation; n NY,NJ&DO BARS A NY,NJ&FL BARS 3) Applicant's Project Description and Questionnaire Form; Main Office 4) Executed Agricultural Data Statement; 33 West Second St. 5) Executed Short Environmental Assessment Form; P.O. Box 9398 Riverhead,NY 11901 6) Local Waterfront Revitalization Program(LWRP) Consistency Assessment 631.727.2180 Form; suffolklaw.com 7) Executed Owner's Authorization; 8) Applicant Transactional Disclosure Form signed by Martin D. Finnegan, as Agent for the property owner; 9) Applicant Transactional Disclosure Form signed by the property owner; 10)Color photographs of the subject premises; 11)Copy of current deed; 12) Copy of the Town's property record card; 13)Copy of recorded Easement Agreement; v RECEIVED ' AUG 20 2021 14)Excerpt on the Old Mill's history; ZONING BOARD OF APPEALS 15) Current surveys of the subject premises; 16)Site plans for the proposed construction. Kindly advise if you require any further documentation in order to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Very tr Marti 7egan MDF/as Enclosures cc: Anthony Martignetti 1 ®�®*4UFFO(�►�O ELIZABETH A.NEVILLE,MMC ht. �/y Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 y Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS `�' • � Fax(631)765-6145 MARRIAGE OFFICER ®y �`` Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER Oj .�`� FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: August 25, 2021 RE: Zoning Appeal No. 7573 Transmitted herewith is Zoning Appeals No. 7573 for North Fork Proiect, LLC _Notice(s) of Disapproval The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description Questionnaire Correspondence- (.t.4,+u 470 ZZ A 815/?,( Certificate(s) of Occupancy Building Permit(s) Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, etc.) r ./Misc. Paperwork- Copy of Deed(s) I I I J0 k4 V-+I L I ltiLk Findings, Deliberations and Determination Meeting(s) Agricultural Data Statement Environmental Assessment Form ,/Board of Zoning Appeals Application Authorization Action of the Board of Appeals J�Applicant/Owner Transactional Disclosure Form(s) _,,._-Agent/Representative Transactional Disclosure Form(s) LWRP Consistency Assessment Form Photos Property Record Card(s) —Maps-- Survey/Site aps-- Survey/Site Plan Drawings Town of Southold P.0 Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 08/25/21 Receipt#: 286578 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7573 $2,000.00 Total Paid: $2,000.00 Notes: Payment Type Amount Paid By CK#77656 $2,000.00 Twomey, Latham, Shea, Kelley Dubin &Qua Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: North Fork Project, LLC 5550 W Mill Rd Mattituck, NY 11952 Clerk ID: JENNIFER Internal ID 7573 RYWAtkA ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ---------------------------------------------------------x Nova 0 In the Matter of the Application of NORTH FORK PROJECT, LLC/OLD MILL INN #7573 For variances from the requirements of Sections 280-56 of the Code of the Town of Southold ---------------------------------------------------------x MEMORANDUM OF LAW OF APPLICANT, NORTH FORK PROJECT, LLC, IN SUPPORT OF THE RELIEF REQUESTED FINNEGAN LAW, P.C. Attorneys for Applicant By: Martin D. Finnegan, Esq., 13250 Main Road Mattituck, New York 11952 (631) 315-6070 Dated: November 30, 2021 �J �1 STATEMENT OF FACTS, By way of this appeal, the Applicant is seeking relief from the Building Inspector's Notice of Disapproval dated March 31, 2021, and last amended June 30, 2021, for a building permit to construct the above-described additions and alterations to the Old Mill Inn on the grounds that the proposed construction will require front, rear and side yard setback and lot coverage variances from the requirements of Town Code §280-56, which requires a front yard setback of 35 feet, a rear yard setback of 25 feet, a minimum side yard setback of 25 feet and maximum lot coverage of 30%. As confirmed by the current survey and site plan, all of the construction will be substantially within the footprint of the existing structure with a front yard setback of 10 inches, a zero foot sideyard setback and a rear yard setback of 8 inches. The proposed lot coverage is 69.1%, nearly 5% less than the existing lot coverage. The Applicant is seeking this relief to achieve FEMA compliance and to restore the Old Mill Restaurant and Inn to the iconic structure that it has been in Mattituck for two centuries. The Old Mill was originally constructed as a grist mill in 1821 by the Cox Family and operated as such until the early 1900's when it was converted to a "publick" restaurant and Inn. The Old Mill Inn gained popularity during prohibition in the 1920s and several storied owners have continued the operation throughout the 20th century and into the 2000's. The existing Old Mill structure lies on a non-conforming 4,829 SF parcel which is partially underwater land. A small area of existing improvements lie within the adjacent 1,365 SF easement area which is available to the Applicant in perpetuity in conjunction with its use and occupancy of the premises. The combined lot area of the parcel and easement area is 6,194 SF. In order to preserve this venerable local treasure, the current owner is proposing to elevate the two-story portion of the existing restaurant structure up to 4.5 feet (to achieve FEMA compliance) and replace and reinforce the existing steel and timber sub-structure. Since the existing one-story building is dilapidated and not part of the original Old Mill structure, a 388 SF portion thereof will be removed and replaced with a one-story open, covered porch and the remainder will be removed and replaced with open decking. Exterior upgrades to the siding, windows, doors and roof will be completed in a style that is respectful of the Old Mill's appearance at the turn of the 20th century. Approval by the Suffolk County Department of Health of the proposed upgraded I/A sanitary system is pending and expected imminently. It is noteworthy that there is ample on street parking on Mill Road to accommodate the anticipated 50 seat capacity of the Old Mill. The Applicant has also negotiated an agreement with the neighboring landowner to the north (SCTM #1000-106-6-1) for overflow parking of up to 15 cars within 100 feet of the Old Mill. For the following reasons, the Applicant submits that front, rear and side yard and lot coverage variances from the requirements of Town Code §280-56 is warranted. POINT I �J THE APPLICANT HAS MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-13, the Applicant must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. It is respectfully submitted that under the facts and circumstances presented here, the Applicant can clearly meet the standards set forth in Town Law § 267-B and as a result, the relief requested herein should be granted. 1. The Grant of The Variance Will Not Cause An Undesirable Change In The Character Of The Neighborhood Or Create Detriment to Nearby Properties. The Old Mill stands alone at the end of West Mill Road somewhat remote from any of the nearby residential structures. The Strong's Marina operation lies to the south. The Old Mill is in fact an integral part of the character of the surrounding community that is beloved by the residents of Mattituck and the entire Town. The relief sought is essential to allow this structure to continue to strengthen the character of the neighborhood for decades to come. All of the proposed improvements will replace or restore existing structures that are similarly non-conforming. Numerous letters in support from neighboring landowners on both sides of Mattituck Creek and other members of the community confirm that the proposed renovation will be an enhancement to nearby properties. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance. The benefits sought by the Applicants cannot be achieved by any feasible method other than variance relief. This parcel is perhaps the most constrained parcel in the Town of Southold. The benefits sought here are not personal to the Applicant. They are to be shared by the surrounding community by way of the preservation and restoration of a beloved institution. Due to the extent of the pre-existing non-conformities, there is clearly no conceivable way to restore the Old Mill without the requested variance relief. 3. The Area Variance Sought is Not Substantial. The Applicant is essentially asking this Board to bless the existing footprint of the Old Mill. While the setback relief sought may be mathematically substantial, it is not practically substantial since it will only allow what has been on the site for 200 years to remain. Absent relief, the structure will continue to deteriorate and will eventually and inevitably be lost. As for lot coverage, the proposed improvements will actually result in a decrease from the existing 73.7% lot coverage to 69.1%. Moreover, if the square footage of the easement area is considered, the net lot coverage would be substantially less. 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. It is respectfully submitted that variance relief to allow the proposed elevation of the Old Mill structure to achieve FEMA compliance, the elimination of a substantial portion of the existing one-story structure and the restoration and preservation of a cherished local establishment will have an undeniably positive impact on the physical conditions in the surrounding community. There is ample on street parking to accommodate the restaurant operations as it has historically, however, adjacent landowner has offered his property for overflow parking if there should be a need. The project has been deemed consistent with the LWRP Policy relating to the preservation of historic resources in recognition of the fact that it was constructed before the advent of zoning and is a cultural asset to the community. Moreover, as a Type II action, with an upgraded I/A sanitary system to be installed, there is no perceivable environmental impact from the proposed construction. 5. The Self-Created Nature of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. The Old Mill has been in existence at this very location since 1821, long before the adoption of zoning laws in our Town. To the extent that the subject property is constrained by its lot size and its pre-existing non-conforming setbacks and lot coverage, the difficulty is not self-created, however, even if it were, pursuant to New York Town Law §267-b (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 280-56 is warranted. Dated: Mattituck, New York November 3,0, 2021 Respectfully Submitted, FI AW, P.C. Attorneys f r Applicant Martin . nnegan, Esq. 13250 Main Road Mattituck, New York (631) 315-6070 AFFIDAVIT Re: James R. Holmes STATE OF NEW YORK)_ COUNTY OF SUFFOLK) James R. Holmes, being duly sworn, deposes and states as follows: That I am the owner of certain premises located at Mattituck, Town of Southold, &Jf"01' County, State of New York, shown and designated on Suffolk County Tax Map as District 1000, Section , Block , Lot , more commonly known as the "Old Mill Inn", that on said premises is located a two story frame old building utilized as a restaurant down stairs and living quarters upstairs and attached thereto is a one story frame portion on piles utilized as a kitchen for the restaurant and a one story frame portion set on piles utilized as a dining porch. That all of said structures were built prior to zoning and in the opinion of the applicant said structures are suitable for restaurant 13se as well as living quarters and said structures have been used for resident and restaurant purposes for over 75 years. Applicant submits this Affidavit in support of his application for a pre- existing Certificate of Occupancy on said structures. i Sri. HOLMES Sworn to befor e is day of ne 1 ''s . GARY FLANNER OLSEN COUNSELLOR AT LAW Wary uL) lc G4W Ifi4 MAIN ROAD V ary PUbp SW19 6OLSEk MATTITUCK, NEW YORK NO 52 Of MQM y Ovolll�0 295960p 11932 rm Ellpd®s Suffolk Qounty / Morph 3Q „-.! . 1 MAP OF P.ROPERTl�S THE QLD A4 - a��sc i Mra 17" A T 77/ T t b �- � � SIIFFAL,K C4., N. Y•t •� 13 63 F C O 'p;• ,i .; .,opal,.',. '•.�:: �� -` ..�'' :, ..'i•'t'I,;r. / :. - 't�^fir •_ i:.•:_ 'fir�i:a5(•.tL:�,`{r)1���;• .,y'. �...y"),Y. T. `•. 'i q�zi;.. :•• ... - - , �,,- ':"��q '�`� ., v,'l��#-ter• 'y'�=••.,. a``<' •`,h �:: y . y .' ,/ ,1ti..w. .'�;YP^'.•- •ray ti::vytp I p hf ,r d 4�•: �' , /e�11' L. � - ,/ r v 1 ! 14 dp` Z• O � :`��t• ;��'.7.N`��trJ���:�r�.�,x 1 r MI/� / NICO de'a�:iK•�H,�.Fi SKr htiy_��� 1 r; �.•• ' Q - - _ -- • ♦•'�,`•`� �-7• of).`y,)�: e� l r ter+ r 9)r: '�' •`''� � T .�• - l f .jAr.. �Y' yf yil� � •� � .' , , ''d' 'f T'' - _ :y .4.4,��.fy:�;�•.Imo. ' a�iAr'�^o �il�'n���'�� �c'�_4 dry=,, M�'�0�. _•'•,, - � :1•�Q� � ., •� .;; � r, '�'st �b,'-'s`f_:%T�Yt�f-T'a�',;x..,` -�O'�y ',�� y�� ,l�_A``;�r�f d t tCQ�. .:;�4�`:��' ,l-i1�i,Z;'"f.: -:,` �`', c .�•.-,f%ir'�Z;�^&•' _ -.�. F r^a ,SC ''`f '"�i ^ �-J-'1 -J:t•• �.�y11}t� �?y��,'''K[F-"�•�`..�. .�,,:�'1�1�•`?1�1�, � jj11;; ,,' � � , '.��,•r.�,, r��. '}�;:f'•• f!`'r' :i: ��y}i�(�'4'tC) lyl Li ''f ' y-.���...'tr�' ,;.. ,�,` (yj /A� fi�r•• '�' >,�.J"�, ! .F. _ •� ''lp:. -'�•�t,t ,n1 + �•'_,` •�1�'• ��`•.c•ti�;�F��•.. +��jrZ^Y�2,�+'i�';ti�a.:%I(YA_'.+'Z-':r��� �v 'r :j.�J -1+aiA',;•�� I�. ,+;}'t�.��3;,, ,i,�.i,k••,t',I+'��a=''�;it y �.'.�� �� •c 1; 1 s' ��. rA'^7X•• '� �J�t,,.r. ,,ar !4t��?'T;•„4�=`.i,�-� j;ut:'��i,� ,r�..}� fac. p�T�.1/7�►moi,. e ,.� �a,����-,5�y w sr7Q� 1�• C cf; ,,�'k„•,,�,�:S�.I,r,,.t� „�R.. '�-•r Iys �•Y•+•'4,:.r'�a,,'�'g` ,�•�i�h�^-�.i1:4-rF,,,f,•. .,,:,•%,Iw'�!”;c:.r.�R s�TSr.�,�+';. 1 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR TOWN HALL SOUTHOLD, NEW YORK CERTIFICATE OF OCCUPANCY NONCONFORMING PREMISES THIS IS TO CERTIFY that the Pre- C.O.# Z12795 /.X/ Land Date Sept.20,1989 /x/ Building(s) located at,-5765 Mill Rd. Mattituck 1 Street Hamlet shown on County tax map as District 1000, Section 106 , Block 06 , Lot 003 does-not conform to the present Building Zone Code of the Town of Southold for the following reasons: Insufficient total area, Non-conforming living quarters On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming /_X/Land /X/Building(s) / /Use(s) existed on the effective date the present Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the appli- cable provisions of said Code. IT IS FURTHER CERTIFIED that, based upon information presented to the Building Inspector's Office, the occupancy and use for which this Certifi- cate is issued is as follows: Resturant situated in a B-1 Zone with access to West Mill Rd. a Town Maintained Highway. The Certificate is issued to HOLMES,RICHARD&FRANCES (owner, �casee �r-heaant) of the aforesaid building. Suffolk County Department of Health Approval N/A UNDERWRITERS CERTIFICATE NO. N/A NOTICE IS HEREBY GIVEN that the owner of the above premises HAS NOT CONSENTED TO Aril, INSPECTION of the premises by the Building Inspec- tor to determine if the premises comply with all applicable codes and ordin- ances, other than the Building Zone Code, and therefore, no such inspection has been conducted. This Certificate, therefore, does not, and is not intended to certify that the premises comply with all other applicable codes and regula- tions. Building inspector FORM NO 6 TOWN OF SOUTHOLD Building Department Town Hall ` S;outhold,N.Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink,and submitted in duplicate to the Building Inspec- tor with the following;for new buildings or new use: 1.Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final approval of Health Dept.of water supply and sewerage disposal—(S-9 form or equal). 3.Approval of electrical installation from Board of Fire Underwriters. 4.Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installa- tions, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5.Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1.Accurate survey of peoperty showing all property lines, streets, buildings and unusual natural or topographic features. 2.Sworn statement of owner or previous owner as to use,occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent informa- tion required to prepare a certificate. C. Fees: 1.Certificate of occupancy $5.00 2.Certificate of occupancy on pre-existing dwelling / land use --Fre-Existing C.O. $15.00 3.Copy of certificate of occupancy $1.00 Vacant land C-0. $ 5.00 Date ..July.9,.1984............ New Building ............. Old or Pre-existing Building ...X........ Vacant Land ............. 6,1(0,5 M M�tt�t pc N Location of Property ..... Y. . 111.ROad.. House No. Street Hamlet Owner or Owners of Property .....J; RICHARD•.. ... ._HOLMEand.FRANCES . ...MES County Tax Map No. 1000 Section ..L Q.(,v ....... Block .. ...WP....... Lot... ....... . Subdivision........... ....... .......... .....Filed Map No. ...... ....Lot No. ............. Permit No. .. ..... ... Date of Permit ..........Applicant ...... ..... .... .• ...... ........... Health Dept.Approval ...... ..................Labor Dept.Approval ....... ................. Underwriters Approval ....... .................Planning Board Approval .... .... .............. Request for Temporary Certificate............ .........Final Certificate ....................... Fee Submitted$15.00..................... ... Construction o above described building and permit meets all applicable codes and regulations. tO�o3� Applicant .............. ... .. ............ ................ ..... Rw.10-10-78 GARY FLANNER OLSEN, ESQ. Qce_C 0 p 2q 95 P.O.Box 706 Mv\vM. b CUTCHOGUE,U., N.Y. 11935 't TOWN OF SOUTH®L® PROPERTY RECORD CARD OWNER �1 STREET VILLAGE DIST. SUB. LOT FORMER OWNER N, /n ACR. S I W TYPE OF BUILDING Road RES. V,z/ i SEAS. VL. FARM AMM! CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS - 508 30o0 ✓DO 1 7'" � 1- 1-s -� er /9-00 15-&O O 22 U o 41 9 — T - L� � f AGE i BUILDING CONDITION NEW NORMAL i BELOW ABOVE FARM Acre Value Per I VGlue Acre i Tillable I FRONTAGE ON WATER Woodland ! FRONTAGE ON ROAD /.5, Meadowland DEPTH House Plot BULKHEAD Total I v i Ir DOCK COLOR Rf 0 TRIM { 1 i i A. I S1 N _ I I I I, -Z, I I M. Bldg* I �?8x 3a : �r 1/31-0 i No3L I I I Extension I 0 yvo I I I I Extension �— /i yg 3 `/S/ ( ajo Extension (Foundation Bath iDinette PorchBasement Floors I K. "Fy3G �r I Ad.4 t D Porch i I Ext. Walls DD Ss�iv.: Interior Finish .vyA�CG ILR. I Breezeway I I {Fire Place N s Heat o I DR. Garage i i (Type Roof Rooms lst Floor I BR. Patio I IRecreation Room Rooms 2nd Floor I I FIN. B I � ' O. B. Dormer Driveway Total I I Q a 3S 3 037bdceO- 8fd-430e-9144-clfl478le3O4 kimf@southoldtownny.gov AFFMAVIT OF PUOLICATICIIU The Suffolk Tfrrres LEGAL NOTl`CE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 2, 2021 at 10:00 AM _.._.n......_.___._.—PUBLic-HtA9INGS--- -- NOTICE IS,HEREBY GIVEN;,pursuant-to Section 267 of the-Town-Law-and-Town Code Chapter280.- ---.----- -- - - (Zoningj, Torn of Southold,the-foIlowing",IN PERSON" public'heafing Will be;held by the SOUTHOW TOWN 7O1vJNG: 90ARD Or APPEALS at the Town Mali;53095 Main Road,Southold, New Mork 119,71-0959,on THURSDAY; DI=CEM8E11 2,2021: `The,wAIle May ALSO.have,access toview,,l sten ead make cmmant'luring:fhe,N5LI�HEARfNG`as.it is. happening-vlaZOOM WEBINAR. Details,abouf how to tune,1nandmake comments doring the PUBLIC FEARING are on•the Town's'website agenda'fdr this meeting which may be viewed at http:/ sotitholdtowany..gov/agendacenter. Additiohally,'therewill he a link1d the Zoom Webinar � meeting at http,//'sci,otholdtownn,y.gov/caliati-dar,aspX, 10:00 A.M.:NEW SUFFM WATERFRONT FUND-#,759,5–Request for a Variance front Article XIX, :Section 280=85D(5);and•the Building Inspector's4une 23,202'1,Amend,Otto ber 12,2021 Notice Of Disapproval ba'sed'on;an application fora;pelrrn t to insta1[a`freestaW%,sigo;at 1)located less than the code minimum required 1-5 feet,from the edge of pavement;located at:,550 First Street,(Adj.to Great'Peconic Bay) Nevin Suffolk,NYr:SCfM No. 1000-117-848.1, 10:10 AM,-FISEjIrRS ISLAND COMMUNITY CENTER#756,M—,Request fora Special EXceptlon,pursuant to-Town Code Article 111,..Section 280-13C(1.5),the:applicnnt is requesting permission for recreational use upon premises accessory to a community cente„r,,and to construct two paddle tennis/pickleball courts; lotated et;FoX Lane, Fishers!s[and,NY.SCTM#1000-12 4-1.2, 10:20:A.M:-RUSSI=LL ROBERTS#7564–Request forYariarices froth Article..III,See ion 280-15 and Request. to Overturn'the Building Inspectors July 14,2021,Amended July 30,2021 Notice cif Disapproval based on an applicationto,construct roof line alterations•to an existing accessory structure,and to,alter`use of the existing accessory-structur(Z to an artist studio-at 1) located less than the code required minimum side yard, setback of 5 feet;2)the proposed use In the accessory,building,is not a permitted accessory use; Located ,at-,1295 Old Harbor Road, (Adj to Cutchogue Harbor) New-Suffolk, NY.SCfM No.1000-117-3-10. 10;30 A.M.-JOHN AND MARGARET KREPP#7565–Request for Variances-from Article III,Section 280- 15; Article XXIII,.Section 280-1.24;and the Building Inspector's July 27,2021 Notice of Disapproval based on an -application for a permit to construct additions and alterations too-a single family dwelling and to legalize an accessory shed; at 1)dwelling located less than the code required minimum side yard setback of 15 feet; 2) -SOUTHOLD TOWN BD OF APPLS 2 `0 -d37bdce07a8fd-430e-9144-c1f14781e304 kimf@southoldtownny.ggbv AFFIDAVIT 6F PUBLICATION The Suffblk Times dwelling located less than the code required minimum combined side yard setback of 35 feet;3)"as built" shed located less than the coded required minimum side yard setback of 10 feet;located at: 1235 Island View Lane, (Adj.to Shelter Island Sound)Greenport,NY.SCTM No,1000-57,2=42:8. ----_._m..- 10:40,-XM. `MICHAEL;A AAND--MAUffEri-KEt L-Y 41586---Aeoluest-fdr-a-Veriabce-frohi Article- (XIII;---- ---- -- - - Section 280-124;and the Building Inspector's August ib.202I,Notice of Disapproval based on an application far a permlt,to construct,an accessory in-groohd Wittfniing pool,•atx) more tharkthe code permitted maximum lot coverage of20%dr located at-,1450!Darlene Lane,Mattituck; NY,SCTM No.1000-144-2-3-5, 10:50 A.M.-JONATHAN D1VMO 0512—Request-foe a Variance from Article XXIII�Section 280-124;Ahd the Building Inspector`s August 6,2021.,Notice of D7sapproval'based,o'n an applicatiori,fora permit to demolish and reconstruct a Single family dwelling;,at1)located less than the code-minimum required front yard setback of 35 feet;located:at: 255 Corwin Street,Greenport,NY.SCTM No.,1000-,48-1-44.Z 11:00 A.M. TAMAR,HOLDINGS, LL(,;.#7515$,Request for a Variancefrom Article`III,=Se-C,tior1280-15;and the I3uildiiig lhsjiector's August 9,2023 Noticeof Disapproval based on ani application for a permit construct an accessory in-ground swimming pool at 1) located'in other than the code required rear yard; located at:21955:Route 25iOrient, NY.SCTM No.10,00-17-4-23, 1:00 P.M.,-PETER J.MALTESE AND MADEONEJOYCE COVELL•O #7569—Request fara`Variance from Article XXII1,5ection 280-124;and the Buildirig.Tnspector's July 6,2021 Notice of Disapproval based oin an application.for a permit to.dernofth an,exlsting accessory garage and construct a near."r aOossofy gaYage; at ,i) more than the.Codd permitted Maximum lot°coyarage,of 2094;located:at-'8.25 Baijey,AVeniue,. ,Greenport=, NY.SCTM No. 1009-3-4-4-13,- 1,10,P.M.-KIMBERLYPALERNIO #757.6—Request for Variances from-Article 111;,Section 280-15;;Article XXlll;5ectioli 280=124;and the Building Inspector's July 1-3,2021 Notice of Disapproval based on an application for a permit'to-demolish(as,per Town_Code definition)an reconstruct are e�tisting single femily dwelling;at 1)"located less than the code minimum required combined side yard setback of2,5feet;2) more than the code.permitted maAmum`lot coverage of,20%. 3)existing hot tub located in other than the code required rear yard;`located at; 155 Pinewood Road,Cutchogue, NY,SCTM'No.10,0,0-110r-3-2. 1:20 P.M`,,-NORTH FORK PROJECT, LX,/OLD MILL INN 7573—Request for Variances from Article"XIII, Section 280-56 and the Building Inspector'sJune 30,2021 Notice of Disapproval based on an,application for a permit to construct-additions•and alterations to an existing restaurant;at 1)located less than the code minimum required front yard setback of"35 feet;2) located less than the code minimum required rear yard setback of 25 feet;3)located less than the code minimum required side yard setback of 25 feet;4) more than the code permitted maximum lot coverage-of 30%; located at:.5775 Mill Road,{Adj.to-Mattituck Creek) SOUTHOLD TOWN BD OF APPLS 3 d37bdce0 a8fd-430e-9144-c1f1478le304 kimf@'southoid#ownny.gov AFFIDAVIT OF PUBUCATI`,t}N The Suffolk Times Mattituck, NY,St~'fM JV±d.1000-106-I-3. 1-30,P.M.-STEVE'N CORDOVES AND MICHAEL GULIZIO ,#7562--Request for Uar ances:frotn Article III, Section 280-15;Article XXill,.Section,280-124;and the.Bdilding lnspectol's May 17,2021 Notice of Disapproval based on anapplication fora permit to demolish a nd-reconstruct a single familydwelling attached deck and toinstall an accessory in-ground:swimming;pool;at 1)•located fess-than the code-- - minimum required combined side yard,setback of 15 feet on two s[des;2),located,less than the Bode hrilnirtwM,reb;u[red,cornb•ined side ya"rd setback of aS feet;3)more than the code pe"itted maximum lot, coverage,of 2.0%;41 the proposed sgvimmirig pool located in other than tine code tequired reAtyard; located- at;,,2$ IsItiid Vift Lane),(Adj.t4.SttetterI•siapd50jund)`Greenport ICY,SCTM No,,4,00-57L2,26, 1.40•P.IVI -JOAN.ACEVEba,.#=7571=Request for a Vartancefrom Articfe.XXfll,5ectlon 2$ AU-and the Building lrrspector's,August, ,2021,Notice,of b1sapproval hased•on an applicatid0dra permitto legalize an 'gas-built''wood,deck attached to a single family dwe[Ifng;,at 1)lacatetl less than the code,min'imuff reg'uired,rear yard setback of to feet;locatedat,2775 County Road 48,,Mattituck, NY.•SCTM No:.1000- 141- 2�1,1; 1.50 P.M,-DAVID•ANI7'LISA CIFAREL-LI#7551—(Adj..from November 4,,2021.),Roquest foryar[ances from Article.X01,Secf t in 280 44 and the.guild lnspector'sJ�r1y.;L,202,1 Noti<ce•of.Disapptovai basedoii an appl[cation fora permit to demo00a n existing dwellingand eoostructasingtefamity-.dwellinf;ate } located:lissthan the code required minimum side yard setback.of 10•feet dry tv io side"yards;'ivcatod at: 2674 Peconic Bay Blvd(Adj,to Peconic Bay), Laprel,NY.,S-CTM No.-1,300-128-6,133,,3- 1 he Board of Appeals, ?+►ill hear all.persons or their r,epresentative$;desiring to be:heard at each hearing, and/or Asiritigto submit Written statements before the conclusion ofeacii hearing, Each hearirigWill not start earlier tharf designated above. Files are available for revi'eW on The,Town'5WebllnkJLaserr;tehe under`Zoning,Board 'Of Appeals•(Z'BAABoard Actions\Pending. `Click Llnk: http:1/,24.3$_2$.228:204%weblink/Browrse.aspx?d6id=0. Contact our office at(631)76,5-1809;or by email: kimf@southo[dtownny.gov Dated: November 18,'2021. ZONING BOARD OF APPEALS,,LESLIE KANES WEISMAN,CHAIRPERSON BY:Kim E. Fuentes,54375 Main Road(Office Location), P.O.Box 1179,Southold, NY 11971-0959 SOUTHOLD TOWN BD OF APPLS 4 d37bdce0-AM-430e-9144-clf14781e344 kimf@southoldtownny,gov AFFIDAVIT OF PUBLICATION The Suffalk'Ttri�es State,of New York, CounW of,Suffolk' The undersigned is the authorized,designee of T,he-54ffoik Times,a 1Neekly Newspaper published,in Suffolk County, New York. i certify'that the public notice,,a printed-dopy,of which is,attached hereto, was printed,and published in this newspaper on the following ctafest 1Iovember25,'20,Z3 This newspaper has been designated by the-County Clerk•o`f 94ffoJk County,as,a newspaper of record in this caunt}r,antl as Such,is,eligible.to pu41ish such riotiees, Signature Mot.T.P:utnarn Printed Name - Subscribed and seri OWto before me, This 29 day of November'1021 ,s Nota; 'Signa re < t�t��tit�Allr rrit,�rR t 'S R STATS 40� XPi OF Nr N1 YORK • ALBANY ' Notary Public Stamp SOUTHOLD'TOWN BD OF APPLS 1 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ®��®i ®���e®� 53095 Main Road•P.O.Box 1179 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes C Town Annex/First Floor, Robert Lehnert,Jr. A �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��C®U �\ Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 2, 2021 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, DECEMBER 2, 2021: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownnv.gov/agendacenter. Additionally, there will be a link to the Zoom Webinar meeting at http://southoldtownnv.qov/calendar.aspx. 1:20 P.M. - NORTH FORK PROJECT, LLCJOLD MILL INN #7573 — Request for Variances from Article XIII, Section 280-56 and the Building Inspector's June 30, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing restaurant; at 1) located less than the code minimum required front yard setback of 35 feet; 2) located less than the code minimum required rear yard setback of 25 feet; 3) located less than the code minimum required side yard setback of 25 feet; 4) more than the code permitted maximum lot coverage of 30%; located at: 5775 Mill Road, Mattituck, NY. SCTM No. 1000-106-6-3. - 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://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631) 765-1809, or by email:kimf@southoldtownny.gov. Dated: November 18, 2021 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 �+` -� o�oS�FEO(�-C ��. qa Town Hall Annex, 54375 NYS Route 25 O %, P.O.Box 1179 C* Southold,New York 11971-0959 *� ��� Fax(631)765-9064 ZONING BOARD OF APPEALS 6A3 DATE:November 1,2021 `�° S�R��CTIf�NSFOK�p�UB: TC��HE� R:II�T The following policies are required by New York State Law Dear Applicant; Due to,public health and safety concerns related to COVID-19,the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1,-the December,2, 20-2-1 Zoning Board of Appeals Regular Meeting will be held 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. 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 November 23, 2021. 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 video conference meeting. 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 by November 23, 2021, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing Page 2 Please send by �<< � � �t' x ' `��c the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by November 15,2021. a. Legal Notice informing interested parties of meeting being conducted 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 kiplf@southoldtommU.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>`2010-2019->,2019 http•//24 38.28.228:2040/weblink/0/doc/1022250/Pa eg 1aspx. _ Y . .i r r ti 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 be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes Board Assistant .T, ��=,x �,�3 �. -,w. :L�,,.e-..�' t r t.tt :.+� '�-,�LA"-.'�.„�• � N�, L" � P t,^ K .. +t'w e"'kJY tix sn s ,�tiry +sem i t,..rt ice`r z' i Mr '�Ott;`'aur t 21.,,+ �r.zY.l`,zP; '�°•i `,Z 4�r,.. a.z': �� � + � �.IJ�s��'����� x rte.'` .r 5 w�z,,• �+•S �t�' y 6'-F,G....+,�, ticr -z �„ •s, }rr th,N E Sj O,R(s .a. s bxt ,f.....,y r w . non, r. �' �� � � a"�'rfae �, ;Z retia t)- r �r f. 'ta x x ) .su `C•Y+.'1,� K "k5'#�`y" ' ' '� r1 " f.,�js ""�` '•' ' `aF. 'C�P' '.`£a,s }'�' ♦ t -a(. _.v+ i�� a,tt �J 3�A �� ,t4. £ tM1 ar�isn�. ,t �a:,r.-a.,-..ux a' + •V. C�ti1'AGT z ,,n/t.pr"'P S .p�''t:.J rc .+3ft,`L� - ¢ .T,e .kt^}a Y ` T{1hw" ".Wt+'lV"'S ^x. �y �\+�� �u����"��� '>t,7 a,Z,tftS-• $".%' a...c. r f Via, k`t'^ r yr.,``�`.: Lt 7y�Get-c5 to<Ls"�^6i';py-t a s +.. axr .. `ar' }jy*'4Y.c,.c.-„I„ 4 k i� L a eke s 'dry a t r�Jsvi ��"h tax r, r ,)4 Axl' 3e? jzyf TOI4F,`i a{.J•'if ,aafr $'J Y�I R�,�,t', gg,, , A ? r9. � w c; )A4. b'+S'rA� r iii e.J4�'4 j, t s n ;'��" 5 r5 #� k r ,tx. A �ri� e�7 .nv�� z i?s: ) c + y �,F�`i Ate 5 ����3 x p us i t ':•�'1t';`r.,e_ rsI"a.+,� r.Y�.v #- F �k 5 lit t. lz t '"st' .k A "'-,�>i���rk�tc� i F�v'�$�" i. S'Fry7 .�,rstisl .Ftg }7a .3 ib �� .10 r 5 � 4Y `I� Zi '' 7-' ' `r Ii. 'G lu <�R •+� `�,` g2`-a .k•'a.. x r .�'=dfi' x�$`�i+t t q'�"r'� s ;�Y'A��YiF �`�Y']ra�,�,r£;•.�, i ;3s tc�t Wysu�' y.+,.nr-��k �r,���t� aj ��,�5 r. ..tG u.�k$d �zr3 +4,N �1�X'�e,�.���rN' _ .. xI 7)t ,} s e. sr�-».�lvtr-..t•. ..ys' r?'��5 x . ? .Jik` ''.4�..L"5'''Y �T}t rajy-'"f`' 'y�`'F. t'•.,( 1p 4 -Ii$ s Si 41Sk. ) dd���h }� V (w a+-y xts+a '3 wa Kea R "�{'.u'y- aY-{�fa °'k3.jL Y.`yax�'"t ti t Yr FN1`tf ,rr r, t<' °y'�' i"v' 4'z` *R-*'si"c.'7'r.x.+. „r '4.rct- *,} `''*'�a. { 'cd�j' 'L`''C `v 't't ) Yy,.Nx +a.•- �. 2� R+ S L n K'S r {a, „� of .5.._'� 4 S L s ✓? T .✓h� s � n' `t•sk & Y" e x i 4. .L' .4) -i tr§,+L'y h, �Sa Lyr-e i 4 z S J,si'.r „�? :i' «e•+Y't-.,`y t "" e x.«L R11� 3t . a r, SX{ €£ ,�rz z a `t�Sfi a' _' ¢ .r "y-'•L' FC)' ANN� '�'�'' a�J• i'S'� ''t'�"A',� . s a{ � � $ �^ 6 _ """''`w. '' y.,,�r s_'�.�' - ;.K �' � t � � Y ��,,xts e `�� r�,,,!'b.�95�1:.�rj�,�,,.>: ��.�`�c�-�`'r�'....�'s,�s.�` '"`�..wz �•t"„y �"' -s�.<'” G�„�d u•..y x,�.r� .),K` �`�'),t••�..fi�';'3„°js ,'P '."���'�ixh"��`��^�..,��zW�f��.�w�,��a�u 1`� t �,7;��ci+�'.1 � ' d�'"�.,}�n^a` �,�':,; "�rS:�'��?✓� `vT.'s"•ic��;trrt�'�"�...Ss��"i�, i"�.t� L '✓r:^ K� ���#ff l'��.1 �� 1{�i :,�.'�t J a��,��^-_F.��rs��,� '�r���-��, t'� �,;y-.�,t'FrK�ki y.��a{ .�ti''x....:&.xri'.`�� �, d..:moi.,�.•.�t?•'�'�',�,,. `�`,r_ :��...� a�.c,�....-��.:'�s, .,.�SY',:.:'�;:i. v,..rc•,,"��„.u,.._.'-r:,.r7.c:,c�.-u..-.,..zic....._F.ti� �`,`,'.�`r7.,,�ii`�S�i+�, :afi';'+F`:.1:: .i: t Laserfiche Instructions ZBA Files Page 2 Laserf1 the WeKink- " _ _ ' —�---------- ------ --=�;wmuntc��etp��n`bo�tts!g!tis _.Home"drowse search 'Tu'vmq Uthbld ZoMJjaard 0fApPM%171Afr: Zoning Board of Appeals �i '1 N"ne .... ._-.-----"' -»_ .moi-Page moot -_._� '.2h ._Y �4•_ ..� r :{`:-," Alphabe (ZBA) yT?^^ SwrdAtKaf miles •.' i taserfcheseamh CWdes _ _ oth MeedSchedWe>; _ _ TownO(Saudwld¢onirgaoa of App-ISVBtJ �-- Mkndes/AgendasA.egat NotYteLHearLgs Creadandatepen'Rng „s 7AIV4011217'.16PM j W23r201711d7T.14AM ! sped Brent Permas fM TrMrJng RegU1rVMntFMON1da16- --- - ---- -•- - ----- - - -- - -- - - - -- - -- '7•.c lift:Calla'G7 , ±r "` "-1-ag 2EA PoPWes MomeWdMes5Wted ,-r at"pnonst.eseCadezeatoePl + -{ i•. i ZaA Book of Mapped 1977 WMg Lots 139 .-Y it p �••µB+�� SdwdLdes, 5 Agreements,Contmcm L"a _ Pagetofl _ -� 14—a -] - Abdve:.listed.are•types of records under ZBA Folder. ZBA Decisions can be found under Board Actions, Ock.on ''Board Actions"folder to open. 30_ -'Jt��-'_'3`µ.t:3:�' _ .�.-•�rw.. r .. , �O�@�- •�i�Sa15�.�'��@ff�• 7l�fkS��3C1��,3''�� 1`'�. ���{� ,�Btft"(i�`�'S'z+'.Llli(},�i�.-�'_.�,..�;; , Pat* CIA ¢ Canon Bate ..V. xr 3(21�1�[S9'��1:3��f1"diuT - 4Y,� '��3�X�Frerttl•01U941� _ _. .._ .•. ... - --...• .. .... ,. -I � L�s�trsAdl�led' � $_ ��7'�•�SSbhiBai'sS `t -��-�1�---------- -- ---- - ---- ---- --- ------- - - ---- -_ �--_ - t38n5E1NReso f 4JdCri Recoils-GainygiAl+nd-'iUEx►4a 3 5` 71 crt9'se i n�d;loeso-�r3.1 No metadata assigned- S 0-7-386Ub BayWeW brJve-iLt 1600-37.-5-Y O,f t X7387 Paid tgm$Y 1000 41 4 I ^ #m7 Hardtgrrler•=SITEPLAN-Arch Plans 100461-4-1 - -- , ------- -.. t •'j �'�#739&lulintlm.Irrav::7nrst itt60-1�8,-2-20, y'47389 Benlc 100427$4-4 "a#7406-Mppa 1000.9&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/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Lasetfiche '6Link _ ° eyvi�6ae't He11t 4 nboixi,sfyp�i' Home erowss'",i;�e�r�lt 'Towootsouthotd�Zorei�6oardof.Appe.�I5R�1�'Board act,ons - -•P -" ' • ' --ti'7."-'A�-r� _ G•-"fru;:"-,r'.." Board Actions--r--- Name I V ,Page count 291957.1979_—__. ,980.1999 Path jM Tn rPDMouthcWQordng ao7rd _ 2000 - ofAppealslZ134tmrdAcaons ; 6,32001 Creation date zo0z -- — — - — - — — -- — ` 7/10]2001 iz2135PM 2003 Last rnodffieO r -- - --`- 3I2a12O17113&o7AM -- ' M 2005-—— —------—--- —---- -- -- -- u ja 2006 ti No metadata asstred 20a7 2920 09 aa:AtstdtG > iB 2010 - - .t 201P a in=2• t � 2015:. _ M1 11016 _ 7endlnS� - .. Above's"Board Actions are listed by year. Click folder to open. 'All'Spec al EXcep#ion applications that require Coordinated SEQRA Analysis'are stored in "Pending". .. nitc litewsE. sFaiiia-;._;R 7d�11o '•u'r-ad�a'e_5er�oiM_P`m,'scffiry` `xarnlai°,rc-tZof�".� 77 77,77, 7'T'. - -��--•_7:� ":.y" - �t - 2017 Pam u.. I 5 �699> 90 Oaard ApWU TwMt—W&ZmbTD d ctMPa'abRonlwanN � 1 �]0°' tW ew,d.,wa_ Crud-dxe ]ma ]d —dam 't lou >s ero�awsawc r+avzo s,ha �>ou 1,a anard]dnWs . �>mG sa llwrGT[.m¢ , >UM 30 a,uNnnbm >N, 39 ooa.d,ew,n 1 �]W] n 6ovdKuom i • a,�. m a.�,du,bn Bead- Ton 1 fiord rn,ae Above: See listed File Numbers. Click on file you are searching. 4 r J Laserfiche Instructions ZBA Files Page 4 Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. 'Lase,Ri€he-Web,L-ink . -77 l _o = ;cp_ ;r• ,, . ylj6lne, '`�grrnyfq,• searcA'^� 'Cu.�omlte Search i Sort results by:.RelevancC A; •�Records Management Searr7l -F- 97016 ---u97016 neta„ame Board Actions-93 page(s) i j amore Rekl �� ? Page count 63 Temp)ate name:Board Actions AME Page 3_.:Cpim and Kristen chshel PROPERTY LOtAT1ON:162 LowerSMngle HIIL Fisher_ Page a•,19,2017 07016,Cashel SCTM No.1000,4.1-25 mm6n0s approval to remo_ Page 5..Y 19.2017Y/016,Cashet setts No.i&o-q-i-26 GRANT:theva:)ances as_ S ch .,j Page 9,..COLIN&MSTEN CASHEL SECTION 009 BLOC,= Page 20—Thomas Ah)grerX"el)PO Box 342 Fishers lslandW.. I;s Show more Information— B7018 nformation_B7D78 :? Board Acdons-56 page(s) - Page 00 dnt S6 Template name:Board ACBorts ` ?rt •:a Page 48...9:30A.R&-COLIN"ELAND Vatbt ces wWerArBde fdSpolori'ANN..•,- t� Page d8.. Ce(s)iUtLtTENCASHEL37016iYE9ke5t P VeWs looted Ino Wtha_ - _. • ' s•show more information_ Above: Shows you files that can be found using a phrase, name or titre. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. r'8 LasarJiche W6Ltiik - ^---- -• --- o - - My WeburJt.P Hreip`r•phaq,`Sq 'Home Browse_ Seaiih •!TownOf5ou11io1d'2oq1n8 Board or4peafgt Minutes/Agenclas/Legal Name Pagec90nt - t •''^'• - Notices/Hearings ttl'1957-1979 .t 1 Entfy Pfdpenles,T- { ; 22 1980-1999 •�_ ' E3 20002009 ( Path Tom1015cutt:'QdlZoning Board 1�2010 i of al5 ` I �^_011 (ZDN1M•nutes'Agerxk-s/Legat . iNotkeshieanrbT a 2012 Creation date n 2013 - 7l10200+257-0 PM , > �2014 Last rnodBied i i - 2015 2/16.,72016 215 14 PM i 2019 L 2017 No metadala ass,grleo Pagel of 11 En �^1 •Hp�+yA�+�ar-�a..+�wde„lioi_yt�l,wenm.m�n,....,.u. _ .' _ Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserflche'Weblinh- :'•,.' ,,. �� s :. ; _____ � �.—.�•-----_:_-_- _ _ '+'tY7Ne6ti�t'r.,;t-Fle�i�itn?feF'}vF.? Home'`9rtntfse'"�Sl3rc11 • _ _ _ ,gym, .,'}??ioliir-zwi'r!S. rdat%�pa�stzeaj r,�m�:s! eg�v�c''i,'-niQ_'uHia%�;�=zonf,;:��,'� "'' �•r: k. _ _-y:, - .�, _ =;z - __ 'r - - _ --•- -vim• �I<i''-�-�_:;,`=-Y-:-'"e-tr�:�:lca2.:irs.:i:�: 2'u_ i'rz:f�. ,•.7a" ,i*�^,� �s _y.,`4."� '4=.S,S '�,-<;•ti_,:,:'fi.'° S_��1:� r _",_ _., ".w ..�. ..�; ,:�.::'z;;=ei•:. rww�w:.-w-�;"_.�=�.��:i.. _.f,"+_ ..it,4;�.,.�r5v,,,�^',t•,�'n +c 2017 �'- Name Page moot - 1?T4S 01 ZBA 01/058077 7 aR1 ZaA-0t/05m17Agmda y a path - .• .•' _� _.._._ _ _._. _ _ .. _ _. -._-_. ..._......____._..._ 40 7wmt1f5outholdlzDning Bond tc"".0 ZBA-011052017 Hearing dAppealS �jtyel ZBArO1/052017 LN 3 (11N1M1n1S1A& ; (�ZBA-01![02017 2 ;I NotiOes/tieartnd512017 a' [j ZBA-OU192017Agenda 2 ` Creatto4 date 12,M&M162:15:14PM tp ®2BA-0210Z2017 7 Last modllled Y 1A ZHN4Z$022017Agetd3 _ -_-'-` _-- — q - 1 611920174S359PM t.' ®2@A.0?/R1/2(tt7 HeaMg 45 ---- `---- L: Q1 zBA-02Ja22o17•w --- 0 Z8A-02/1612017Agerrdi .-___ _3 _s No metadaM assigned i'. •__ _ ._ _ __ 1 •;,i �,ZBhOL1620175Peclal 3 !f�7p!{�s.,,'��J' ir,� �ZBM03/OI2017Agenda _4 ''; •'Z ®ZBA-031422017Hearing 65 2BAM103MULN 3 •. ;,� (��28k03/f62017Agenda 3 , 7BA03/t620t75pecial 3 .'S €a•( 7AA•04LO6(t_017 Abenda. _.._. _....�. .- -•- _... _ A 45 ` Above: 'Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 UTIi, E GF HEARIi4o 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 WEBINARM Follow Iinkmhttp://southoId,townny.g 'ov/caIendar NAME : NORTH" FORK PROJECT LLC ( OLD MILL INN ) #7573 SCTM # : 1 000- 1 06-6-3 VARIANCE : YARD SETBACKS & LOT COVERAGE REQUEST: CONSTRUCT ADDS . 8 ALTS. TO EXISTING RESTAURANT DATE : THURS . , DEC 29 2021 10020 PM You may review the file(s) on the town 's website under Town Records/Weblink: ZBA/Board ctionslPending. ZBA Office Telephone (631 ) 765-1809 -1513 Daniel Cooke ` ` ' AWC Dockside LLC 72 Louis Street t o r Staten Island, NY 10304 11/30/2021 Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Re: Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I am an owner of AWC Dockside LLC with a physical property address of 5505 W. Mill Road, Mattituck, NY 11952,which is located on the waterfront just north of The North Fork Project LLC property, also known as the'Old Mill Inn and Restaurant. I have received notice of the Applicant's requests for front, rear, and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. I believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage the Board to grant these variances. I look forward to enjoying meals at the Old Mill after the proposed construction is completed. Thank you for your consideration. Call me if you have any questions. Sincerely, (�L-4A . Daniel Cooke Owner and Manager AWC Dockside LLC 917-750-5381' From: Peter Stoutenburgh To: Town of Southold Zon Ing Board sof Appeals P.O. Box 1179 Southold, NY 11971-0959 Re:Southold Zoning Board ofApp)eals Variance Appli-cation#7573 Owner: North Fork Project LLC Premises:5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06..010-003.000 To the Members of the Zoning Board of Appeals: I reside directly across from The North Fork Project LLC property,also known as the Old Mill Inn and Restaurant. I have re-oeived notice of the Applicsint s requests for front, rear, and side yard setback variances and lot,coverage variance to)enabile the construction additions and alterations to restore and preserve the Old Mill. I believe that the granting of the requested variances.to allow the proposed construction will have a positive impact ona our neiighborhood arud eneible the Applicant to bring a treasured institution back to Mattituc*and tike Town of Southold. I have no objection to the relief sought and and strongly encouraag a this Board to granit these variances. Thank you for your consia f By: DXA studio 894 61h Avenue,51h floor New York,NY 10001 T 212 874 0567 te4 dxastudio.com TO: Town of Southold Zoning Board of Appeals November 27,2021 PO Box 1179 Southold,NY 11971-0959 RE: Southold Zoning Board of Appeals Variance Application#7573 €t r Owner:North Fork Project LLC NOV I Premises:5775 Mill Road,Mattituck,NY 11952 SCTM#:1000-106.00-06.00-003.000 Dear Members of the Zoning Board of Appeals, I live a couple of doors down from the Old Mill Inn and Restaurant at 1945 Bayview Avenue on the West side of Mattituck Inlet. It is a prominent Landmark in our community and its rich history is the stuff of legend. From Clark Gable's romantic weekends there with his leading ladies to the card playing monkey that entertained bar patrons, this place is the embodiment of the rich shared history of a place we are privileged enough to call home. It is a treasure we want to remain,and in so doing,must help it be saved from Its current state of decrepitude. The current,proposal before you is an excellent way to do that,and preserve the place for generations to come. In addition to being a neighbor,I am also an architect that specializes in the restoration of buildings of historic import,restoring Individual landmarks across the country,The Carbide&Carbon Building in Chicago and the Barclay Vesey Building in New York City among them. Like those projects,the proposal before you balances a respect for the original design of the building with contemporary considerations of safety and commerce,paying respect to the past while ushering in a vibrant new life for the building. This new incarnation of the Old Mill Inn will be of tremendous benefit to our community,and we are appreciative of the great care and thoughtfulness exhibited by the applicant and their architect. I wholeheartedly and without reservation strongly encourage this Board to grant these variances. Sincerely, Jordan Rogove,AIA LEED AP Co-Founder,DXA studio From: Gary Zaremba Mattituck, NY t y„• To: Town of Southold Zoning Board of Appeals P.O. Box 1179 N 0'V Southold, NY 11971-0959 jF.,✓ u.11.4- Re:Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I reside at 880 West Mill Road down the road a bit from The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant. I have received notice of the Applicant's requests for front, rear, and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. I believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage this Board to grant these variances. It would be lovely to have a restaurant back again that I can walk to from home. I also kayaked to the Old Mill when it was open and enjoyed a meal as it was fun to paddle around the inlet and then tie up for a bite and a beer. I look forward to supporting another local business and the rebirth of this establishment. Thank you for your consideration. By: Gary Zaremba Address: 880 West Mill Road Mattituck, NY 11952 From: Jeff and Anne Pundyk 1185 West Mill Road Mattituck, NY 11952 Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Re:Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: We reside less than a mile down the road from The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant. We have received notice of the Applicant's requests for front, rear, and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. We believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. We have no objection to the relief sought and and strongly encourage this Board to grant these variances. What's more, we believe that a viable and thriving Old Mill Inn will be a welcome destination for the neighborhood, a hub for our local community, and an asset to the value of our homes. Thank you for your consideration. Jeff and Anne Pundyk 0� From: Carol Sulii an 255 Zena Road \110V f, 1�' f Mattituck NY 11952 To: Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Re:Southold Zoning Board of Appeals Variance Application#7573 Owner. North Fork Project LLC Premises:5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000.106.00-05.00-003.000 To the Members of the Zoning Board of Appeals: I reside within 1 mile from The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant. I have received notice of the Applicant's requests for front, rear,and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill, i believe that the granting of the requested variances to allow the proposed construction will have a positive Impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage this Board to grant these variances. 0 Thank you for your consideration. By: Carol Sullivan Address: 255 Zena Road Mattituck NY 11952 From: Ann S Boor 230 Linda Rd Mattituck NY 11952 To: Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Re:Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I received notice of The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant, requests for front, rear, and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. I truly believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage this Board to grant these variances. Thank you in advance for your positive consideration. Ann S. Boor Brendan &Kristina Tully 220 West Shore Dr. ` Southold, NY 11971 Nov If, 9 M-1 Town of Southold Zoning Board of Appeals P.O. Box 11791 Southold, NY 11971-0959 Re: Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM #: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I reside 14 miles from The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant. I have received notice of the Applicant's requests for front, rear, and side yard setback variances and a lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. I believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought, and strongly encourage this Board to grant these variances. Thank you for your consideration. Brendan & Kristina Tully 220 West Shore Dr. Southold, NY 11971 NOY From: Peter Stein 2535 Cedar Lane East Marion, NY 11939 To: Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold, NY 11971-0959 Re: Southold Zoning Board of Appeals Variance Application#7573 Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I reside in East Marion and am writing to you today regarding The North Fork Project LLC's property, also known as the Old Mill Inn and Restaurant, and the above-referenced variance application.As a year-round resident and North Fork small business owner, I remember fondly going to the Old Mill when it was in operation, and miss the waterfront dining it offered. Here is an applicant who, at their own expense, is willingly offering to not only restore and preserve a historically rich and significant North Fork landmark, but to bring the commercial component of this landmark back into operation. This project will create jobs and economic opportunity for the area, and I know the future operation will be sourcing much of their materials and products locally, creating a domino effect that will be farther reaching than this project alone. It would be a mistake and a missed opportunity by the ZBA and the Town of Southold to not grant the requested variances. I can personally vouch for the character of the owners and am confident that this project will have a positive impact on the neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage this Board to grant these variances. Thank you for your consideration. Cordially, Peter Stein 6f -�dA' Russell H. Bates T- 0 15 East Mill Road Mattituck,NY 11952 Dov a 0 ?�� Town of Southold Zoning Board of Appeals P.O. Box 1179 Southold,NY 11971-0959 Re: Southold Zoning Board of Appeals Variance Application#7573 Owner:North Fork Project LLC Premises: 5775 Mill Road, Mattituck,NY 11952 SCTM#: 1000-106.00-06.00-003.000 To the Members of the Zoning Board of Appeals: I reside directly across the Mattituck Inlet from The North Fork Project LLC property, also known as the Old Mill Inn and Restaurant("Old Mill"). I have received notice of the Applicant's requests for front, rear, and side yard setback variances and lot coverage variance to enable the construction additions and alterations to restore and preserve the Old Mill. I am writing you in strong support of you granting the Applicant's requested variances with respect to the Old Mill. My property and the Old Mill are historically related by a former bridge and are significant to Mattituck as they are a gateway for boats entering from the Sound. My property was formerly the bridge keeper's home for a bridge that spanned the inlet from my property to the Old Mill. It is important that your Zoning Board understand that the Old Mill is on par with Love Lane as the two key icons of our hamlet and its preservation is crucial. I have recently sent you many letters in opposition to the massive and harmful development request by the neighboring Strong's Marina. I stand by my opposition to the Strong's project as it will be harmful to the ecosystem of the inlet and is unnecessary other than for the owner's profit. The Old Mill project is very different: fixing the Old Mill Inn and making it once again economically viable as a restaurant is critical in maintaining the history and culture of the area. The Old Mill was significantly damaged during Hurricane Sandy and the prior owner was unable to make proper repairs, causing the Mill to be at on-going risk as anyone can see by looking at the foundational infrastructure. I am surprised that the city has not sought to help in remediating 1 -2- this 2-this issue because the loss of this property would be devastating to the community. Further, the restaurant has been closed for many years causing boating day-trippers from around the Sound to remove Mattituck from their destinations of interest. I can personally attest to the owner of the Old Mill,Anthony Martignetti's integrity,passion for the project and for our hamlet, as well as his understanding of his role as a steward of the Old Mill as he repositions it for on-going viability. This should be viewed by your Zoning Board as a crucial and necessary improvement for Mattituck that should be facilitated in all ways possible, with adequate provisions to ensure completion of the project as designed. In conclusion,I believe that the granting of the requested variances to allow the proposed construction will have a positive impact on our neighborhood and enable the Applicant to bring a treasured institution back to Mattituck and the Town of Southold. I have no objection to the relief sought and strongly encourage this Board to grant these variances. may, l Thank you for your consideration. n P«.' By: Russell H.Bates �� Address: 15 East Mill Road Mattituck,NY 11952 I TOWN OF SOUTHOLD C ZONING BOARD OF APPEALS Appeal No. r�� SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS NORTH FORK PROJECT LLC (Name of Applicant/Owner) 5775 MILL ROAD, MATTITUCK SCTM No. 1000- 106-6-3 (Address of Property) (Section,Block&Lot) - COUNTY OF SUFFOLK STATE OF NEW YORK I, {n�p)fFOwner,(V)Agent MARTIN D. FINNEGAN Wmi AN pfFeat 13250 MAIN ROAD,MATTITUCK New York being duly sworn,deposes and says that: On the 12th day of NOVEMBER ,2021 ,I 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(V 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) Sworn to before me this ENOTARY TZER ANNALISE 12th da of NOVEMBER 2021 C-STATE OF NEW YORK y 01SC6409457 SUFFOLK COUNTY EXPIRES SEP 28,20 ..� (Notary Pu lic) 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. MAILING LIST - ZONING BOARD OF APPEALS VARIANCE APPLICATION PUBLIC HEARING NORTH FORK PROJECT LLC #7573 5775 MILL ROAD, MATTITUCK- SCTM 1000-106-6-3 106.-6-4.1 - 5670 MILL ROAD AD N/A- OWNER IS APPLICANT 106.-6-10- OWNER UNKNOWN 1 14.-2-1.2 -WATERWAY Town Of Southold Post Office Box 1179 — 53095 .Route_25_ -- ---- Southold, --Southold, NY 11971 106.-6-13.4 -3430 MILL ROAD Strongs West Mill LLC 5780 West Mill Road Mattituck, NY 11952 106.-6-5 - 5102 MILL ROAD Re Strong 1095 Westview Drive Post Office Box 1409 Mattituck, NY 11952 106.-6-2 - 5675 MILL ROAD JC Miller Grantor Trust 1600 Paradise Point Road Southold, NY 11971 i I ° ® I ' rl-1 •m • 117 •® • .n r- IrLn C �x •i {{ pp,rr e5ot §o`� R (� �3�S£< e e el to- '�'• e I - m e - - e , U Certified Mail Fee Certified Mall Fee = $ $3.75 0952 -2 $ $1.75 F1952 c 1,1 Extra Services&Fees(checkbox,add fee 8fip are) I'� Extra SeNlces&Fees(check box,add/es >3pp o�3nate) 6 ❑ Return Receipt(hardcopy) $ `•11-1 11 I ❑Return Receipt(hardcopy) $ !I_I f l I (] ❑Return Receipt(electronic) $ �r�irPostmark i�� ❑Return Receipt(electronic) $ 40,on Postmark []Certified Mail Restricted Delivery $ $0.90 Here ❑Certified Mall Restricted Delivery O ❑Adult Signature Required $ C3 ry $ 1 .i iTi Here qr--.:,rr— ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ �'`r e r�r I ❑Adult Signature Restricted Delivery$ 4�1-f — p Postage ! c C3 Postage .0 Total Postage and d -- 11/12/2021 - Total Postage and Fees /1�3/7j j?j E3 -$7.78 o $7.78 '- 0 Sent To Town Of Southold !o $ ent To ' rtl ru Strongs West Mill LLC Cf Stieel and Aji No. Post Office B o X 1179 1� S----1 and apt t r- r- 5780 West Mill Road City State;ZIP+4� 53095 Route 25 I C1iy,seers;zia+ :mm Southold, NY 11971 Mattituck, NY 11952 Ym ro )r ,m Lr) Ma Er e e r- Certified Mad Fee i r—1 $ $3.75 0952 r%_ Certified Mad Fee $� 5 `o Extra Services&Fees(checkbox addree99'ss prpPrate) 0� ❑ 0952 Return Receipt(hardcopy) $ 3�I I S i rO Extra SeNlces&Fees(checkbox,add fee rq ❑Return Receipt(electronic) $ 4,1) 1 ❑Retum Receipt(hardcopy) $_ ){P� ,ate) I[ti e�1� Postmark r9 ❑Certlfled Mall Restricted Delivery $ ❑Return Receipt(electronic) $ Postmark O l,I m[III Here \ ❑Certified Mall Restricted Delivery Here 0 ❑Adult Signature Required $ _ i � ❑Adult Signature Required ry $ ❑Adult Signature Restricted Delivery$ j ❑Adult Signature Restricted Delivery$� LI Postage — $0.98 O Postage ! Total Postage and F; i I/12/2021 � $ $ $0.98 0 S7.78 - O Total Postage and Fees 11/12/20 21 1=1 Sent To Re Strong $ V.78 ru p Sent To E3 StieetandApt No.; 1095 Westview Drive f ru [� O Street and Apt No. JC Miller Grantor Trust crry;`srare;ZIP+4® Post Office BOX 1409 r Mattituck, NY 11952 City-State,2iP+d® 1600 Paradise Point Road Southold, NY 11971 i TOWN OF SOUTHOLD �, ZONING BOARD OF APPEALS SOUTHOLD,NEW YORK AFFIDAVIT � OF In the Matter of the Application of: POSTING NORTH FORK PROJECT LLC (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK I MARTIN D. FINNEGAN with aie�rrgat 13250 MAIN ROAD, MATTITUCK New York,being duly sworn,depose and say that: I am the( ) Owner or NV Agent for owner of the subject property , On the 22nd day of NOVEMBER ,2021 ,I personally placed the Town's Official Poster on subject property located at: 5775 MILL ROAD, MATTITUCK 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 beset 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 THURSDAY, DECEMBER 2ND, 2021 AT 1:20PM "Ag re) Sworn to before me this 22nd Day of NOVEMBER ,2021 (Notary Public) SCHWEITZER ANNALISE fNOTARY PUBLIC-STATE OF NEW YORK N0.01SC6409457 QUALIFIED IN SUFFOLK COUNTY a Y COMMISSION EXPIRES SEP 28,20 I 4 ri s r f s" 4 3 3 w ^— c^'^r•,,.,-�..,.,gym—«.... ,.,-,.n.«r,nm.,, T 77 w ''" w „u �" NOTICE OF HEARING �+ The following application will be heard by the Southold Town BINSoard of Appeals at Town Hall,53095 Main Road,Southold: ` The application will also be available VIA Follow link-http:llsoutholdtownny-govlcale ar NORTH FORK PROJ CT LLC ' _ .. NAME: (OLD MILL INN) #7573Q . #: 1000-106-6-3 SCTM "+ VARIANCE:YARD SETBACKS & L ; ,• ,.' COVERAGE ALTS.TO C' 4; d ` r � , CONSTRUCT ADDS. -�, , REQUEST: EXISTING RESTAURANT x ' + THURS., DEC 2,2021 1:20 PMR�Ro d ° NG DATE. Te1¢Pfian¢(b311765 1804 town's W¢bs�t¢undef Town ROGord oq �� Vou maY review th¢f le(s)on 7p,A Offce y � ��r °�• . 0 e» i jY 1 = 0 a . b t�•p. F a, •ter ��,,r . * � a=,t y� �a . 41 y31. ,4�xtt n _ - ;�. # -�' h+'�r ,w'�=.. x�� '*°`� °�. ��� r �a �,+� � � �� ala`��`.,Iv°'' � ��� ✓"� NAt 4 41'—V vj:LM "�„r..`� y a, 'Yx .,y t a`r♦ p, 'il*• � M... 1'r s�.t'. ,.�,Y ✓.lL.% k.,c�f. .t 1-4 Wif x a ti 4 �''• �,. 7 - w + �'Y J" '.� • fro f' � wi �. ��Y# � '� �� "„tit'° rd h 3�”` �.%i.A,•. �t�f FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. Box 1452 MA7TITUCK, NEW YORK 1 1952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK-LEGAL.COM Via USPS Regular Mail November 30, 2021 y _ Town of Southold Zoning Board of Appeals Attn: Kim Fuentes 54375 Route 25 Post Office Box 1179 Southold, NY 11971 Re: Southold Zoning Board of Appeals Variance Application Owner: North Fork Project LLC Premises: 5775 Mill Road, Mattituck, NY 11952 SCTM #: 1000-106.00-06. 00-003.000 Dear Kim: With respect to the above-referenced matter, enclosed please find the original green card receipts 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. Ver --yours, Mart ' innegan MDF/as Encl . e f . y� .i - - •'..a: - ' t o , COMPLETE ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse , X so that we can return the card to you. ►9e°t ' III Attach this card to the back of the mailpiece, -` y(Printed Name 13 Addressee B. Received b ) C. Dat of D?Iivery or on the front if space permits. 1—Article Addressed to: _ D. Is delivery address different from item 1? [I yes } V) If YES,enter delivery address below: J29.No JC Miller Grantor Trust i i 1600 Paradise -Point Road Southold, NY 11971 I, r i II I'lll'I IIII III I I'IIII I I II II I II I I II II II I I III 3. Service Type E3 Adult Signature 1:1Priority Mail Express® 13 Registered MaiIT" Adult Signature Restricted Delivery ❑Certified MaIMRe Istered Mail Restricted 9590 9402 6227 0265 8429 76 very ❑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 Insured Mail 1"- 920 2642 0001 8471 5931 l Insured Mail Restricted Delivery (over$500) i �—Form 3811,JUIy 2020 PSN 753)-02-b00-9053 Domestic Return Receipt 1� / SENDER: —_I J COMPLETESECTION ■ Complete items 1,2,and 3. A. Sign tore ■ Print your name and address on the reverse /�7 so that we can return the card to you. X a& C,��� ❑Agent I ? ■ Attach this card to the back of the mailpiece,' B. Received by(PrintedName 13Addressee or on the front if space permits. ) C. Date of Delivery J I. Article Addressed to: � ���� i ----T--- _ _ 9 ddress different from item 1? E3Yes j' — - -- - - - -- ent delivery address below: ❑No i Re -,Strong = 1095 Westview Drive Post Office Box 1409 ap y Mattituck, NY 11952 II I�III�I III I�I I I�IIII I I I II II I II I I III II�I I III E3 Adult Signatures ❑Priority Mail Express® ❑Adult Signature Restricted Delivery °Registered Mall R 9590 9402 6227 0265 8429 52 Certified Mail® °Registered Mail Restricted Delivery ❑Certified Mall Restricted Delivery C3 Signature confirrnadonTM ❑Collect on Delivery 13 Signature Confirmation lr 2_Article Number(Transfer from service label) _❑Collect on Delivery Restricted Delivery Restricted Delivery 7020. 0640 0001 8471 5. 86 Insured Mail Restricted Delivery • PS Form 3811,JUIy 2020 PSN 7530-02-000-9053 over$500) - -- -- y Domestic Return Receipt 1 S SENDER: • •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3. A Sign ■ Print your name and address on the reverse X ❑Agent I so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Receive by(Pri ed Name) C. Date of Delivery or on the front if space permits. �_1. Article Addressed to: D. Is'delivery addre s different from item 1? ❑Yes If YES,enter delivery address be(oW:.1 ❑No Town Of Sout'ho-lid y5 Nn'! 15 209 Post Office Box. 1179 - 53095 Route 25 lip, i Southold, NY 11971 T<s Pos�:�-'' I�I�IIIII I II I�I I I�IIII I I II II I�I I II I II II I III 3. Service Type ❑PriorityMail Express® ❑ ❑Adult Signature Registered Mail'"+ ❑Adult Signature Restricted Delivery E3 Registered Mail Restricted 9590 9402 6227 0265 8429 38 13 Certified Mail Restricted Delivery ❑signature Confirmation- - El Collect onfirmation-ElCollect on Delivery E3Signature Confirmation 2. Article Number(Tr'ansfer frorir service label) , ❑Collect on Dehvery.Restricted Delivery.: Restricted Delivery ^.Insured Mall 7020 6 4 0*'•0 0 0'1•'8 4 71 5962' Insured Mali Restricted Delivery . . . (over$500) PS Form 3811,JUIy 2020 PSN 7530-02-000-9053 Domestic Return Receipt Ij � 1 BOARD MEMBERS ~ Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� ��®� 53095 Main Road• P.O. Box 1179 3 ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. a� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®�,Yc®U9� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD August 23, 2021 Tel.(631) 765-1809•Fax(631) 765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File : # 7573 North Fork Project LLC Action Requested : Additions and alterations to an existing retaurant. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA C irp son By. k Encls. Site Plan/Survey: Meryl Kramer Dated : 6/28/21 V 0\ BOARD MEMBERS ,fes Southold Town Hall Leslie Kanes Weisman,Chairperson SOF SO(/j�, 53095 Main Road• P.O. Box 1179 Dantes Southold,NY 11971-0959 Patricia ra Office Location: Eric antes Town Annex/First Floor, Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ly`,ou Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631)765-9064 RECEIVED August 23, 2021 AUG 2 2021 Southold Town Mark Terry, Principal Planner Planning Board LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 7573 North Fork Project, LLC Dear Mark: We have received an application to construct additions and alterations to an existing restaurant. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required-under the Code procedures of LWRP Section 268-5D is requested within 30 days•of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairper7e,By, Encls Site Plan/Survey: Meryl Kramer Dated : 6/28/21 BOARD MEMBERS z_ ' Southold Town Hall Leslie Kanes Weisman,Chairperson O��QF SDUTyOI 53095 Main Road•P.O. Box 1179 h O Dantes Southold,NY 11971-0959 Patricia ra Office Location: Eric antes �, Town Annex/First Floor, Robert Lehnert,Jr. �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento Weou�ry Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD d l�gig g� Tel.(631)765-1809 •Fax(631)765-9064 MEMO AUG 3 0 2021 �outhai� 7ovvn TO: Planning Board Planning Board " FROM: Leslie K. Weisman, ZBA Chairperson DATE: August 27, 2021 SUBJECT: Request for Comments ZBA# 7573 NORTH FORK PROJECT LLC (OLD MILL INN) The ZBA is reviewing the following application. Enclosed are copies of Building Department's Notice of Disapproval, ZBA application, current map on file. Your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. .APPLICANT TAX# ZBA# HEARING CODE DATE OF PREPARER ZONE DATE SECTION STAMPED OF SURVEY DIST SURVEY/SITE PLAN NORTH -100,0- 7573 12/2/2021 --Art-XIII Sec -Nathan TaftJune.2, 2021 , FORK 106-6-3 280-56 Corwin III PROJECT LLC (Old Mill Inn Thank you. Encls. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF S�UjyO 53095 Main Road •P.O.Box 1179 Dantes Southold,NY 11971-0959 Patricia ra Office Location: Eric antes Town Annex/First Floor, Robert Lehnert,Jr. �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento lf. Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 December 2,8, 2021 ; Martin Finnegan,-Esq. 32SQ Main,RQad` `IVlaitititic,NY '11'952 4 =, k, RE: Appeal No. 7573,North Fork,Prgj`ect, 5775 Mill Road,IVMattituck - SCTM No. 10'00,wlo '6-3' .]gear'Mr, Finnegan, Transmitted for your,records is a copy of the Board's IDecembe 16, 2,Q21 Finding's,, Deliberation'aind: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. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions,please don't hesitate to contact our office. Sincer 1 , Kim . Fuentes Board Assistant Encl. cc: Building Dept. SEE SEC.NO-D99 w _ 2,2 � � SEE SEC.NO,099 dI - 1.4A(C) MATCH _ LINE`_� MATCH -- lll� 'Y FOR PCL.NO 4W, `,--SEE SEC.NO 1 �, ` 089-04-023 41A 2i a '� yRD TOWN OF 1 oP 3 ' • HOLO � ,a ISO SOU I 3 4 'ct/ " sl 7.. - 3 m 10 w ��� 5� s - 18 _ yip 8.4A(cltz R/ _ - / - w1 ar •04.1 Noe 13.7 a 1AA IIS c for 410 v 411 e' t i8 13.4 - 6 i• T 1sq'F 13.1 �(j�� 2.3 I-�4"s 6 1 25.9q(c) f 20.1 1.1P() 49 14.3Aim SZ r .00 I Z 1.oA1�1 — 10, J •O' x '4 27.1 '_." L', w r f a 1.211 221 O w v 272 Yt f fes.- yl LL N.- N 15A - 28.4 •• �O 28.1 29lux ' - �� f!! 30 — n 35.120.3 1 I ( TOWN OF SOUTHOLD _ - I - I tc 4� t 31 34 ttit 35 ;, I 14 81� 4.6 - V Y 41A \ �/tI • ` --C, •x _ rte` . 18 a� 4.5 8� 1 Q �_ -�lP3 JAW-) e L O - tsAlc) 4n ou Min 40 010-1 WAD) to aj 'V �• ' �.; i�' 23 zo (O6 b—ioti ��' 2 jk, COUNTY w M IRICi N0 1000 s=cTinN Nn It ac Real Property ias Service Agency DSTRIS TION I ANY ION SALE OR v t yy E DISTRIBUTION OF ANV PORTION OF THE TOWN OF SOUTHOLO 106 31111("-1-D'A'.gv-he i xy 11901 SUFFOLK COI TAX NiAP IS PROHBITED A ' .!c mo sc , WITHOUT WRITTEN PERMISSION OF THE Plocc- - F— S REAL PROPERTY TAX SERJICE AGENCYVILLAGE OF