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TV Aev-0c - 7-ru jwlf-� htck 3 -Ti -�A-yj Ae-hvilhvVl �ay) ey- C� ne-t sC/fi m oe ,ec Owner: Rakhmanine M&JV Revoc Trt File #: 7814 Address: 685 Bungalow Ln � Code: 17PA r Agent Info , Martin Finnegan --ti �S— P O Box 1452 13250 Main Rd Mattituck , NY 11952 Phone: 631-315-6070 Fax: Email: mfinnegan@northfork.law 313 12- 1J 0 5 D w0� 094) BOARD MEMBERS ®F S®(� Southold Town Hall Leslie Kanes Weisman, Chairperson ®�� ��®� 53095 Main Road•P.O. Box 1179 Patricia Acampora h ® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento ® a 54375 Main Road(at Youngs Avenue) C®UNTI, Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS ,f,pa G 2:I(AIM TOWN OF SOUTHOLD S Tel. (631) 765-1809 2 6 2023 FINDINGS, DELIBERATIONS AND DETERMINATION Southold 'Town Clerk MEETING OF SEPTEMBER 21, 2023 ZBA FILE: #7814 NAME OF APPLICANT: Mikhail and Jennifer V. Rakhmanine, as Trustees PROPERTY LOCATION: 685 Bungalow Lane, Mattituck,NY SCTM#1000-123-3-9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25, and the Suffolk County Department of Planning issued its reply dated June 5,2023,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 22, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 31,122 square foot parcel located in the Residential R-40 Zoning District. The northeasterly property line measures 260.00 feet, the southeasterly line measures 146.51 feet and is adjacent to Deep Hole Creek, the westerly property line measures 125.00 feet and is adjacent to Bungalow Lane. The current dwelling is a one-story frame residence with a detached 22 feet by 22 feet garage as shown on the survey map prepared by Ward Brooks, LS and last revised October 19, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition)an existing single-family dwelling and construct a new two-story single-family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane, (Adj. to Deep Hole Creek), Mattituck, NY. SCTM#1000- 123-3-9. RELIEF REQUESTED: The applicants request variances to demolish (by Southold Town definition) an existing single-family dwelling and construct a new two-story structure. The proposed new construction, on this nonconforming 31,122 square foot lot is not permitted pursuant to-Article XXIII, Section 280-124; lots measuring between 20,000 to. 39,999 square feet in total size require a side yard setback of 15 feet and a required combined Page 2, September 21,2023 #7814,Rakhamine SCTM No. 1000-123-3-9 side yard setback of 35 feet. The proposed construction will have a side yard setback of 4.6 feet and a combined side yard setback of 24.80 feet. The Site Plan drawings show the new proposed footprint will maintain the pre-existing nonconforming setback of 4.6 feet from the western side yard and establish a conforming setback of 20.2 feet from the eastern side yard for a combined side yard setback of 24.8 feet where a 15-foot side yard setback and 35-foot combined side yard setback are required. ADDITIONAL INFORMATION: The Zoning Board has received six letters of support from neighbors. The Southold Board of Trustees Permit # 10269 approved a wetland permit to demolish the existing detached garage, concrete patio, and portions of the driveway and to reconstruct the current one-story dwelling with a one-story addition along with a two-story addition connected to a new two-car garage, add a new rear patio, and front patio, abandon the old rear yard sanitary system and install a new Innovative Advanced(I/A) low-nitrogen sanitary system in the front yard, along with the replacement of trees. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 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. This waterfront community is characterized by one-and two- story dwellings varying in size. Due to lot sizes throughout the community, the majority of residences have nonconforming side yard setbacks. This application poses no undesirable change to the neighborhood. 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 lot width makes it difficult to utilize the space while conforming to side yard setbacks. The applicants are seeking to retain as much of the original house as possible, including the entire footprint, foundation, and framing. Since the proposed construction is deemed a demolition, variance relief is required for the pre-existing nonconforming side yard setbacks. 3. Town Law&267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 69%relief from the code for the single side yard setback, and 29% relief from the code for the combined side yard setback. However, there is no increase in the pre-existing nonconformity and the applicant does not propose any expansion of the footprint of the structure. 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. 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 alterations, additions and the expansion of a single family residence with garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, September 21,2023 #7814,Rakhamine SCTM No. 10007123-3-9 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the on the survey prepared by Ward Brooks, LS, last revised October 19, 2022 and the Architectural Plans (Sheets A-101 thru A-104, A-201, A-202, A-301) prepared by Christopher Jeffrey, Architect, last revised May 9, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a new Innovative Advanced(IA) Waste Water Treatment system approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's.Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and or a possible denial by the Building Department of a building permit and%r the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals.shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME Page 4, September 21,2023 #7814, Rakhamine SCTM No. 1000-123-3-9 FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento,Acampora, and Dantes(3-0)(Members Weisman and Lehnert a iso S J. anamento, Vice Chair App ed for filing / T2--/2023 FRAMINGNOTES STATISTICAL DATA & DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS COMPLIANCE DATA revisions date - existing situation 08-26-2021 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=115OPSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are minimum requirements and my differ from actual construction techniques) dated site plan(topography) 10-29-2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTT,MIN.12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TO schematic design stage 12-10-2021 BE 5 FT.BELOW GRADE CONT. PROJECT LOCATION: 685 BUNGALOW LANE 301.1 -CLIMATE ZONE 4A _schematic design stage 12-13-2021 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8"MIN.THICKNESS OR AS NOTED. MATTITUCK,TOWN OF SOUTHOLD,NY,11952 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS design development stage 02-10-2022 4. ALL SUB-FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,Y."MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE 402.1.2-EXTERIOR FRAME WALL CONSTRUCTION: design development stage 02-16-2022 AND NAIL PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH SD NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. SCTM#- 1000.123.00.03.00-009.000 2X6 wood studs @ 16"o.c. DEC submission 02-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTACH 518"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES SCHD APPROVAL#- R-20 or 13+5:R-13 cavity insulation plus R-5 continuous insulation int.or ext. design development stage 06-23-2022 AND SD @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL ZONING DISTRICT- R-40 1/2"exterior wood plywood sheathing(continuous) TOS building permit submission 08-30-2022 FRAMING AS PER R602.3(1). FLOOD ZONE- NA 30 lb.bituminous felt building paper variance application set 05-09-2023 6. ROOF SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4"O.C.ON ALL BUTT WIND ZONE- HV @ 130 MPH(high velocity) 402.2.1-CEILINGS W/ATTIC SPACES:R-49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5'OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE EXISTINGIPROPOSED FINISHED FLOOR HEIGHT- 12.41'abv.grade 402.2.2-CEILINGS W/O ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends overwall top plate. BD RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). USE GROUP- R5 402.1.2-BASEMENT WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. 7. ALL HEADERS 6'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2 CONSTRUCTION CLASS- 5B 402.1.2-CRAWL SPACE WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. -2X8'S AS SHOWN ON DRAWING. BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-FLOOR INSULATION OVER UNCONDITIONED SPACE:R-30 cavity insulation. 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE 2"SPACE FOR AIR 402.1.2-FENESTRATION GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). 15131uOZ CIRCULATION ON ROOFS. Existing Proposed Required 402.1.2-SLAB ON GRADE FLOORS:R-5 under slab w/2ft,R-10 ridged foam board extending 2'-O"horizontallylvertical. --y 120 3 9, DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft.min. 402.2.4-ATTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-49/as appropriate. , -J 10. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3%"X 3%",ALL 6 X 61S TO BE ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.4.1-BUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, � J / ,�,n, T ,p Q SOLID 5112'"X 5 Y2".PROVIDE 2X6 STUD WALLS FOR PLUMBING WHERE INDICATED ON PLANS. LOT COVERAGE - 2,182 sq.ft.(7.35%) 3,592 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) weather stripping or an air barrier of suitable material. �d Y� p � O O � q 11. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED BUILDING COVERAGE- 2,182 sq.ft. 3,312 sq.ft. 402.4.2-FIREPLACES:all wood burning fireplaces will have tight fitting flue dampers and doors and outdoor combustion air. �Z � 9 n U U v LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. LOT WIDTH- 125 ft. 125 ft. 150 ft.min. 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned q�j N- 12.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE.ALL EXTERIOR HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. spaces. � �� `n fit= Q NAILS ARE TO BE GALVANIZED. HEATED AREA- 1,885 sq.ft. 3,120 sq.ft. 403.1.1-THERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a 0-4 E M .�N L N 13. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. LIVABLE FLOOR AREA- 1,682 sq.ft. 2,942 sq.ft. 850 sq.ft.min heat pump system having supplementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet C3 14. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON H2.5A"OR heating load.Maintain temp.@ MIN.55 degrees and MAX.85 degrees. s -I APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. GROSS FLOOR AREA OF BLDNG: 403.3.1-MECHANICAL DUCT INSULATION: v p C1 7- 15. 15. ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL"TRUSS JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND HOUSE 1ST FL 2,181 sq.ft. 3,324 sq.ft. supply/reium ducts in attic:R-8 minimum "CJ � % O N • HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL HOUSE 2ND FL - sq.ft. 822 sq.ft. supply ducts outside of conditioned spaces:R-8 minimum 0 ^ .0 • LO Q LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-314"LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND all other ducts except those located completely inside the building thermal envelope:R-6 minimum O U � ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. TOTAL 4,146 sq.ft. 4,434.15 sq.ft.max. ducts located under concrete slabs:R-6 minimum. . O U U 0 - T - -tk 4k ducts burs in the ceiling insulation h II 16. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF/: DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16"O.C.@/ FROM d gshall have min R-19 above and below excluding the R-value of the duct insltn. J-Z�, � � - EDGE,GLUE CONTINUOUSLY TO ALL EDGES. Principal Building Setbacks: 403.3.2-DUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. N 0 � >- 0 17. STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100.97' 88.35' 50'min. 403.3.3-DUCT TESTING:A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on C " Z 2 PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: REAR YARD- NA NA 50'min. all homes and shall be verified by a rough-in test and post construction test. 18.NOTCHES IN THE TOP AND BOTTOM OF DIMENSIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED SIDEYARD E- 4.60'ex,non conf. 4.60'ex.non cont. 15'min.1 side 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with EARTHWORK CALCULATIONS IN THE MIDDLE ONE THIRD(113)OF THE SPAN.NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS SIDEYARD W- 22.12' 20.20' an automatic or gravity damper that close when the ventilation system is not operating. SHALL NOT BE WITHIN 2"OF THE TOP AND BOTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 113 OF THE JOIST DEPTH. SIDEYARD TOTAL- 26.72' 24.60' 35'combined minimum 403.7 -EQUIPMENT SIZING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. 19. STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, BUILDING HEIGHT- 13.66' 26.50' 35.0'(@ 2112 stories) 404.1 -LIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps. AREA TO BE REMOVED FOR BASEMENT/CRAWL 4300 CF W PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED -WATER HEATER:minimum efficiency established by NAECA. BELOW: Accessory Building Setbacks:NOT APPLICABLE -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. AREA TO BE REGRADED ON SITE 2090 CF(at approx 12"depth average) r 1 FRONT YARD- NA NA U DOUGLAS-FIR#2 REAR YARD- NA NA 'The contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. AREA TO BE REMOVED FROM SITE 2210 CF - Fb BENDING: 900 psi SIDEYARD SW- NA NA Ft TENSION(parallel to grain): 575 psi SIDEYARD NE- NA NA - _ - �- - - _v - - -.- _ UJ 0 00 Fv SHEAR(parallel to rain : 180 psi O Fc COMPRESSION(perpendicular to grain): 625 psi Loads: ABBREVIATIONS - __-;=-_= ------v- -_ _ -_-___.- - $ p� Fc COMPRESSION(parallel to grain): 1350 psi SNOW LOAD FLAT ROOF- 15 p.s.f. __- -__-_-__ -' '-T- __ - ---- --- - N O E MODULUS OF ELASTICITY: 1,600,000 psi GROUND SNOW LOAD- 25 p.s.f. AC AIR CONDITIONING UNIT _- -__-.- - _ ___._- - -.- -_ __-_ __ _-_._ - - -_ -- ---_- -- 6, 7 V) � O Emin. MODULUS OF ELASTICITY: 580,000 psi SNOW EXPOSURE FACTOR- .7 AFF ABOVE FINISHED FLOOR -_-�------- -- - - � --_-- -� - -- -� 5, LU b o Op SNOW LOAD IMPORTANCE FACTOR- 1.0 ALUM ALUMINUM - ----- -_ -- -- - -- -----___ -, _,_ - U11 - - - r^v/ _J � CY) _.-._-.�..___ ___ - L - � -..----.----_ 4' LL. 3 O �" BF BOILER FLUE -- - , E MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) --- ----- --- -- - - -- --- - -- ---.------- --.\N_ 1.cR -. _ -._ � 3 o _-_.__ GRADE=1.9E GRADE=2.0E WIND LOAD IMPORTANCE FACTOR- 1.0 B.O. BOTTOM OF -.-,-- _ _-e-"� -_ ,.-._�.-.__.---.- ___��G _�p0, - �-.-�.-._ 3' o F- O BM BEAM =_�:� --. -.---.-- - -.____ _..____ .-_ -.- _,I pp - _ -. -I - � W a N O (D Fb BENDING: 2,600 psi Fb BENDING: 2,900 psi WIND EXPOSURE- D 47.7 ps.f. -___.- - -.- _.__ ___.-. -_ -__-_ - -_ --_._ __-.-_ :t _ _ ._ �O�j._..-_ -_ LO C,j (P grain) P (P grain) P p• ( ) p• ( ) CMU CONCRETE BLOCK ----� �:-:__.- ____-___ -_ - - - -_. _ �C 0 LO CV t V) Fv SHEAR(parallel to rain 285 psi Fv SHEAR(parallel to rain 290 psi WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f. Zone 4 70.3 p.s.f. Zone 5 -- - ---.-- Z i. Fc COMPRESSION(perpendicular to grain): 750 psi Fc COMPRESSION(perpendicular to grain): 750 psi ROOFS=67.7 p.s.f.(Zone 1)79.2 p.s.f.(Zone 2)134.0 p.s.f.(Zone 3) CO CLEAN OUT _ -.___- _.-.___ . _-_. '--.- ;`___%% _-_ I D , [ r Fc COMPRESSION(parallel to grain):2 510 psi Fc COMPRESSION(parallel to grain): 2,900 psi LIVE LOAD(living,1st floor)- 40 p.s.f. CR CEILING REGISTER _- .. - --_�- _-__.__- - - -.- % -C ' z °0 - O 'P- ,,IIIIIIIIIIIIIIIIIII,,IIIIIIIIIII,, E MODULUS OF ELASTICITY: 1,900,000 psi E MODULUS OF ELASTICITY: 2,000,000 psi LIVE LOAD(bedrooms)- 30 p.s.f. CL CLOSET w-_-_-- ;_-� _� -__ __ y p; -a�_nJ - A - I CIO z O �� CLG CEILING _-.-.-- --,_._ _..__ -_ _-.- -.- ___-- ---_. S ,\ - - 1O � LIVE LOAD(ext.decks)- 60 p.s.f. -- - -,-,-- r - - D �-- LIVE LOAD(attics)- 20 p.s.f. COL COLUMN _ __:____ __- ___.- -.-.__._ �_.. _— _- ) 8' U CONIC CONCRETE - -.--- ___.__.._____.- -._-__.--.--- _.-_ .-__.-.-.- - - - -- - --- l i) CONV CONVECTOR ---�-- ---.-__.�. -- ---��:'_- ____ _ __.. -- -_.- �/ / U kv ELECTRICAL NOTES GENERAL NOTES CW COLD WATER _�-e_;�-_ -i-`- ` `--- _ � V, DW DISHWASHER ___- DTL DETAIL -.-.- _.-_ _-_ _-.- -.- ____. _ ____.- - - �o �� 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. DIA DIAMETER -.--,-,- v- __- -�_ _ --- T 00�� „j-"' ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER DIM DIMENSION -_ ---_ -_ --;-_.__- --^__ %� SPECIFICATIONS. ANYTHING NOTED ON THESE DRAWINGS. DR DRAIN .,- - - --- ---- - --- -- -_-- / •/ 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING - - - --- ----- -- - --- -- --- -- -•-- - / �F�oe�° DWG DRAWING - --- -- - -.-.-- -.-.-. _-__..._.- _- o.° LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE REGULATIONS. EJ EXPANSION JOINT _ .--- __._.-_ _-.__-..____ _- . 11 ��P<1 a AND INSPECTION SHALL BE READILY ACCESSIBLE. 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING -"- � -- ,----- _: _�_--- _---- -- a I ----F�� � 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. EL EXIT LIGHT -,_�__._ - -,-- _- _.-_ -_.- _-_ _ _ -_` /` o°°P ,�c�Peo /� 7, ELEC ELECTRIC -.-,-- --- - ___.- _.._ ____..__ NwM_. y'oo �y�oy / BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT TO THE EQ EQUAL -,---_ __ -.--- __--_ i/ E 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS,DO NOT SCALE --P _-_- -_- _ - - - 110_P i' EQUIP EQUIPMENT .._ _- �Q�°��5 // ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP,UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE LOCATION OF THE DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. --w .� _ / e� / I NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF 6, THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE EXT EXTERIOR -� ----.- __ ---- 0 SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER(S) USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. EXTNG EXISTING _ - - -- - - �/ AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS FAI FRSE AIR INTAKE _ ,/ / / -I- 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. AND ACCEPTED SAFE CONSTRUCTION PRACTICES. FE FIRE ROOF ISHER _ - % FP FIREPROOF Re 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN v40000° _/ fl' I `'n 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. i EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. FH FULL HIE ) 1 /� /'f ,.� FIN FINISH(ED) �,�� ---'� / ll 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS FINFL FINISHED FLOOR ✓ -- / " n'000 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONNECTORS. CONSTRUCTION PROJECT. .�' -_-11. � 111 W FIXT FIXTURE � J ' 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A -_ °' FLDR FLOOR DRAIN -- � �a � � 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. MINIMUM 28 DAY STRENGTH OF 3000 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 4' --'-- �� -� GB GRAB BAR ��-- 0 a � ! 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF GFI, 11, ALL FRAMING LUMBER TO BE HEM-FIR#2,S-DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). GWB GYPSUM WALLBOARD - CO° p 2i:A > 11Z / �/j 7' . 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. o o U HM HOLLOW METAL o �G�0 � '' / 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. 13. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,SPACING NOT TO EXCEED 8.0 FT. 5' - _ -__-"- ---- / HVAC HEATING,VENTING AND AIR CONDITIONING ___ < 'O 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. 14. ALL NAILS,FASTENERS,FLASHING,ETC.IN DIRECT CONTACT WITH ACO TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HW HOT WATER - 00 ---`�, / // 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 15. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND --- _-- G� f / ID INSIDE DIMENSION 17,ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE%SWITCH ACTIVATED AND%WITH CONTINUOUS ELECTRIC CURRENT. RAFTERS TO EXTERIOR WALL PLATE. 6' 1*�' (P d o b # INCL INCLUDING o? ; `� / / 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE, 16. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. INSUL INSULATION 'tel' Z � - ------jr___-_;�;� ---- 8' 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. 17. FOR FLOOD VENTS PROVIDE A NET OPENING OF 11NCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. ---'`1 �W - ---- � vC,INT INTERIOR ---i 20.PROVIDE LIGHT FIXTURES AS SELECTED. 18. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. __,�' - l�21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND INTERCONNECTED. 19. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. JT JOINTLAV LAVATORY 7' J-' ' -�22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. 20. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. / / _ -- - - ---- ` __ � cc ',,_- 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF 21. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. MO MASONRY OPENING L,_' --«- - . 05 121.5' 1-----_,___ �l DISCREPANCY OCCURS FOR ADJUSTED LOCATION. 22. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. MTL METAL ,_� -� \ 3572, MIN MINIMUM % PROP: P 2 9' 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 23. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF MISC MISCELLANIOUS 8' I c ROPOS HEALTH AND WATER AUTHORITIES. MAX MAXIMUM - � ` ,����0 \ e0 24. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. NOM NOMINA'_ 9 �0 I -��_ � \/ O r0 25. ALL STRUCTURAL STEEL TO BE ASTM 50 WITH ONE COAT EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,% DIA. a 40.2' ti ; x..21.5' property address 26. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. NO NUMBEP, N°ICON RMG � ,,14 ' IN ' ����;��W x /3 .66' ko O OC ON CENTER \`\` \ Pk0PbSED ` ROP eo i� 685 Bungalow Lane, 27. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND BASEMENT IF APPLICABLE.POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF \ OD OUTSIDE DIMENSION _ I _ A171 .K � i o CONCRETE NOTES APPLICABLE. +` a' r; r OPP OPPOSITE \ .� 164,-k., . rn Mattituck, Town of Southhold 28. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. PTD PAINT(ED) EXISTING � __\ N n� X ., 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION'SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 29. ANY ALTERATION,REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING pR POWDER ROOM \ ROPO5E '•,�' ROPO ED, New York, 1 1952 OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. DWELLING r,�asTORv �. ? . ✓,ssroRY� 10' DAYS,CONCRETE PORCHES,CARPORT SLABS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED PLWD PLYWOOD I ° _HEaTEo\ ,HEATED,��✓ t. � 2(7 O, J \ \`' I k� .,N. COMPRESSIVE STRENGTH OF 3,500 PSI. PART PARTITION 1 N N \ 2<' ' - • v 2 l S Y 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM POL POLISHED �I- HEAoav er \ \_ x • , ti >. 9 DEMOLITION NOTES RD ROOF DRAIN // HEATED \Fk__ I � _ ` FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION REFRIG REFRIGERATOR O - I FF= 12.4' ,�` 1\ m 0. y1. , 0 / drawing list SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS THAN 5 PERCENT 5% OR MORE THAN '" .5.7', .2 i ( ) ( ) RES RESILIAWT O oI PROp:POROH 7 PERCENT(7%) 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. co / _1.3,� � A001 PROPOSED SITE PLAN RM ROOM i i 114. ''i; ti , A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. C\4 ROP E STAT DATA RO ROUGH DPENING / 15.9' i� 4-STORY' ; POUR. 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. - r ;r \wEA _-- _ �� TEP � � �1 NOTES B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. SK SINK 10 �4.gp, / 3 � �\\�7.��� N -_ 11' SD SMOKE DETECTOR W 1Sr 12.1 12.2 g w 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. SF SQUARE FEET O NON�H RMO o ,�r,f%Z, / A101 PROPOSED FOUNDATION PLAN A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. / �eo os D. A102 PROPOSED FIRST FLOOR PLAN SO SLAB OPENING CO _ - --� °9 / ,STORY:' / . B. CONCRETE AGGREGATES AS PER ASTM C33,%"MAX.SIZE. - STONE RET.WALL I / ,ATE6 1 A103 PROPOSED SECOND FLOOR PLAN SOP SPRAY ON PAINT // --- II 12' A10 PROPOSED ROOF PLAN C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. -r' ST STEEL o r -----------_ -� /T:✓/i21.5''W///. D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM STAIR NOTES 11'- OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. S.S. STAINLESS STEEL C� 1S O, / / 1 eoo o8 SW SHEAR WALL I S Y / __ o / i s1 A201 PROPOSED ELEVATIONS E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR TB TOWEL BAR S r / _---� �/� .,, f; A202 PROPOSED ELEVATIONS F. WATERPROOFING AS PER ACI 515.1R-79. FROM THE FLOOR SURFACE OF THE LANDING. T.O. TOP OF 12 - �/ I r / !' 1 3- , 13' GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE, TE TOILET EXHAUST / PROPOSED 4. ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). / / 5. ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. -GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". I A301 PROPOSED SECTION TR TOP REGISTER / I i DRIV'�EWAV^ z -HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. TEMP TEMPERED 13' ---- ------ --- FINAL MAP 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. - ----- 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUTBACK AND GROUTED SO AS -HANDRAILS SHALL PROJECT NO MORE THAN 3Y:"INTO REQUIRED STAIR WIDTH. /; / `r- -_______ y-- TERR TERRAZO l'� _ /HYDRO ACTIO ""I= "7= REVIEWED BY Z B� PRECLUDE ANY CORROSION. -HANDRAIL GRIPS MAY BE CIRCULAR,1%70 2"IN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6 Y:'WITH A TV TELEVISION / `T _ / TREATMENTU J I \"o /%'^ -- 14' 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. MAXIMUM CROSS-SECTION DIMENSION OF 2 Y<". TYP. TYPICAL / / I \ //' 1 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON -MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8 Ya".MINIMUM STAIR WIDTH TO BE 36". / > / x 1 REE � f I U.O. UNDERSIDE OF 14, / 'o / D E C S 0 N# GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. -ALL OPENINGS BETWEEN SPINDELS/BANNISTERS/OPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". LION UNLESSOTHERWISE NOTED 1, I U RENCO PUMP /STONE RET.WALL '�-�j 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS"C",WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSITION TILE _,-_-, / I . / /� DATED : ) J CORNERS AND HOOKED AT NON-CONTINUOUS ENDS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT ` / / , 15' SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. VEST VESTIBULE -F, 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. VENT VENTILATION 15 ___-,I / ------- eox ---I � . 12. EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS WI WITH /�%---- ---- / - -�..j �f '' WINDOW & DOOR NOTES WID WASHER/DRYER 16' � L---- - - �- - i 16' ___ __ SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. WC WATER CLOSET �---�____ ., -�`'- 13.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT.FROM WP WATERPROOF 1 b - '''� ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 1.ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. WIC WALK IN-CLOSET 17'-` j ,..'- --•�ox8'DEEP i w Any trees removed as part of construction shall 14.HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION, WR RESISTANT '- L LE'c"HIM °'8 '--L-� __ __/ be replaced with new native hardwood trees at 15. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION &ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. WD WOOD ~1 �'1` -� I o JOINTS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. WH WEEP HOLE \',_- ('- �""I"'�%ExPANsioN i w a One-to-one basis on the subject property. REVIEW BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. --- / i VERTICAL PLANE. 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 ----___y - 17' 16, ALL FORMWORK AND PLACING OF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WIND BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7116"AND A MAXIMUM SPAN OF 8 18' __ - ---i--_- _--� __ -__ REINFORCING STEEL FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE BUILDING COVERAGE KEY - N PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. ____ -,. p 1 - --;-< ALL REINFORCING STEEL SHALL BE ASTM A-615,GRADE 60.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE II. O_ BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE 7.TYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. EXISTING 1-STORY `.-, WITH ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE BALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. HEATED STRUCTURE -` I S DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS �-` OTHERWISE INDICATED ON THE DRAWINGS,THE CLEAR CONCRETE COVER PROVIDED FOR �XNR\�',\ PROPOSED 1-STORY � �` --1 I �\����\�'\O IR✓,-,, j� date: 5/9/2023 REINFORCEMENT SHALL BE: HEATED STRUCTURE 19. W j roject: 685 BL A. CAST AGAINST EARTH AND PERMANENTLY EXPOSEC TO EARTH: =3" ME// -- v- B. EXPOSED TO EARTH OR WEATHER#6 THROUGH#18 BARS: =2" PROPOSED 1-STORY ---, Q 18' n by e.d.#5 BARS AND SMALLER: =1.5" UNHEATED STRUCTURE 'I', 01 kd by:c.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND(SLABS AND WALLS): =0.75" \ 125,0 D. BEAMS,GIRDERS,COLUMNS,PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" PROPOSED 2-STORY STEEL REINFORCING REQUIREMENTS IN FLOOR SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. 5, HEATED STRUCTURE \ 19, N67 40'S3„� N� 'A ng CONCRETE PORCH SLABS AND EXTERIOR CONCRETE WORK SHALL BE MINIMUM 3,500 PSI,AIR ENTRAINED,4"THICK WITH#4 BARS AT 12"O.C.EACH k PROPOSED SITE P LAN 1, 03,54? A WAY WITH 6"x6"-W1.4xW1.4 WELDED WIRE FABRIC(W.W.F.),UNLESS OTHERWISE NOTED OR DIRECTED BY THE STRUCTURAL ENGINEER BASED ON SITE I" PROPOSED PORCH EooEOFppVEME"s O /� I E GPS' A-001 SCALE: 1" = 20' C 1 �5�re A-00 CONDITIONS. ill QvN Y 1 v #031547 revisions date / existing situation 08-26-2021 1 updated site plan(topography) 10-29-2021% _ + / _schematic design stage 12-10-2021 I / / schematic design stage 12-13-2021 % ddesign development stage 02-10-2022esign development stage 02-16-2022 /' DEC submission 02-23-2022 design development stage 06-23-2022 I 14'-6" ' TOS building permit submission 08-30-2022 / 40'-2 1/2"+/- / variance application set 05-09-2023 / EXISTING 21'-6" / 6" 20'-6" j 1 A-301 / I / 00 r_ a� 0 0 6"PRD.CONC.WALL W/5/8"0 x 16"I GLV. I I / �C C5 .�QJ Q Q STEEL ANCHOR BOLTS I I r N n- N @ 32 O.C.TYP. ON 8"h x 14"w FTNG a Q Q ZO O -I I ) LO _ [� I 4"PRD CONC.SLAB j I < - AT GRADE I `• I iM i Q cu) I \ I I I ON VAPOR BARRIERqf- ON COMPACTED FILL 1 Jr n 'a `�I t•; I I EX N pN C4.60) ;`f: / \ =• / I , Prop.To of Slab / ONF sta r I I +11.85'+/-(+11'-101/4"+/-) I , LU ALIGN - I PRD.CONC.STEPS-------------------- J I I 'i I I � I l 4 / }: N I I---------- --------UP ------------------------------1R 1 I-I- o "' o % -j >�: o O iv f O i-I--I 0 N m I T.O.Wall Prop.To of Slab T.O.Wall I I / z � C14 +11.22'(+11'-2 3/4") +7.83'+/-(+7'-10"+/-) +11.22'(+11'-2 3/4•) z Lo o �• • 0 00 Z / „ / +' • + I I 8"PRD.CONC. WALL I / Q10 LO "0x16"IGEN. CRAWL W/5/8 ,L *k sy : I I U < j ---- LINE OF FLUSH 3-2x8s(2"x7 1/8"ACTUAL)GIRDER ABV 1 STEEL ANCHOR BOLTS PRD.CONC. I J G r•.', 1 BASEMENT @32"D.C.TYP. / r -- ---- - ------------------- PRD.CONIC. I `: ON 6"h x 16"wFTNG I t.: ' , / +�- U N rI Q / 4"PRD CONIC.HAUNCHED SLAB � 4"PRD CONC.HAUNCHED SLAB F I / " , i _ ON 3COMPACTED GRAVEL I ON 3"COMPACTED GRAVEL 1 / I I I 1 24"x 24"x e"D �•M� � I ( :w.• � r LL PRD. CONIC.FOOTING ,1 W/#5 REBAR 6"OC EACH WAY 1 BASEMENT Ex.To of Slab I I I j 1 / PRD.CONC. 4.87'+/-(4'-101/2"+1-) ---I 2"FROM BOTTOM r __, 1 N i-J 1 ♦�♦ I I I r i.= J 1 I .:G ' •.• 1 1 �"(. ',• 14"0 TUBE STL CLMN � I 1 `- I .�• I I ------------- - / ---------- ------------------------------ ON STEEL PLATE I � 1 1 ..,• j tom/ 1 AC DUCT / - 1 ----------------------------- ------------------------------------------------------------------------ -------------------------------r --------------- -- -1 1 --- -- - ---- L----J L bo r ;; ---------T----------------------------------------------------------'+ .---------------------------------- --------------- - ----- - ------------------------------------------------ t, 1 J - 1 N - — --t--------------------------------------- I ! j FURN. AH1 I AH2 AC DUCT I I I T I I I I I -- . <.•, i � �- 1 I I •i t' 1 �, 31. 1 1 - 7' I I r ^ 1 I V l .I. DN I I / • �rl.rnlr 1R , z I I I 'y.:;, I j �-F r IIII 1 I 1 I I v rn / IIII � ._•, 1 I j ��� I �e, I / ry �y x IIII :• 1 , 1 ,l v"' >;;: � IIII 1 I 1 I r'' /j t; IIII � N I I I `'- 1 _: _ : I IIII ,. + m vl I I •. I % 1111 0 1 c) U a ppal CRAWL r 'Y Prop.To of Slab ~ + ~ +I I I ! / DIRT I 4.87'+/-(4'-101/2"+l-) , ', I I '`,;' I ! o d o b # IIII •.'t:. --T--i--T--T-- , I , ?+: I / — / ;`.,' I 1111 � Y,4'7 1 I I I I •,' I I ,: I / lI� / I 1111 --L-- --1-- jI-—--HH-—J ----a-------------------- -- -------- 'f L-- -J JIIII ----------------------------------------------- / I 1111 I s:` 1 -------------------- _--- / G. BASEMENT ; ; -------------------------- property address Y I IIII PRD CONC. Y / ,: : IIII � �`''• , r�:' I I :°: I , 685 Bungalow Lane, +•;: 1 , / g 1111 ; Ex.To of Slab I Mattituck, Town of Southhold / IIII I 5.20'+/-(5'-2 1/2"+/-) New York, 11952 j IIII �` I �•'� 1 --1411- --------------------------------------------- vuH I I Pro To of Slab tr drawin list Ig y'! I I +12.22'+/+12'-23/4"+/-F I , I I / A001 PROPOSED SITE PLAN STAT DATA NOTES / I 24"x 24"x 6"D x: / ;;i' 4'•'e I p:, ( PRD. CONC.FOOTING 1 j I I I I j A101 PROPOSED FOUNDATION PLAN N W/#5 REBAR 6"OC EACH WAY (. I 2"FROM BOTTOM --� I / r A102 PROPOSED FIRST FLOOR PLAN j 4"0 TUBE STL CLMN 1 j j I / N �! A10 PROPOSED ROOF PLAA103 PROPOSED SECOND N PLAN / 1 I I ��� N - I Y I ON STEEL PLATE I I I CN N f t- ELEC PANEL ' , �?• I L—__—J !.ir. �r:, '•� "'• 11 - I I �• A201 PROPOSED ELEVATION A202 PROPOSED ELEVATIONS J� EX/ST/N 14 4.92) / o I I T.O.Wall j % I A301 PROPOSED SECTION i G NON I o�'(11 =w ¢L) +12.22(-12'-23/4) ' ' ORM/NG ~~� W' J ,L\ s I I I 8"PRD.CONIC. WALL I I W/5/8"0 x 16"1 GLV. i 2 I SLOrr / ii STEEL ANCHOR BOLTS .ys; I `j f @ 32"O.C.TYP. �/j f1 Y S• I �• I ' : 1 ON 8"h x 16"wFTNG I I i a / ; I ; ; / t FINAL. MAP y.r BY ZBA Ila bo 4:` I t. 4'''r � ,� � - DECxsxoN# 8l L r > DATED: 20'-2 11 1j / PROP (20,20) 1 OSEp / WALL KEY A-301 EXISTING STUD WALL NEW STUD WALL S'YS• - 811 20'-2° 8r' '�� 'I�ER✓FF,�y�j. date: 5/9/2023 40'-2 1/2" " 14'-6" 21'-6" j ��Q �E'c roject: 685 BL �.., n by:e.d. kd by:C.J. EXISTING MASONRY WALL ' EXISTING FOUNDATION WALL ng PROP NEW FOUNDATION WALL 0315+f �O � . BASEMNT/FOUNDATION PLAN A-101 A 101 SCALE: 1/4" = 1' chrl�oF N5 trey #031547 revisions date existing situation - � _--- 08-26-2021 f / ! / _updated site plan(topography) 10-29-2021 f / 40'-2 1/2"+/- �! 36-0" schematic design stage 12-10-2021 / schematic design stage 12-13 EXISTING PROPOSED -2021 f 11'-5 3/8"+/- 16'-1 1/4"+1- 11'-5 1/4"+/-�— 14'_6" 21'_6" ' design development stage 02-10-2022 FOYER / design development stage 02-16-2022 /2" 20'-7" 5 1/2" ' DEC submission 02-23-2022 SCREEN RM / design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 71 / f 91 / 0 E E \o 10, i c �r o \O w '� IL CL _ / ono I _c c/1 8' 2 1 —I o ce CQ U ,o f !I t / 1 % A-201 / A-301 _c I LINE OF DECK BV N / ` PATIO 7SEE2/A -(4.6p) ICQNF ' STONE TILE g' -------_--- Pro Stone Patio III I ZxI +1210'+/-(+12'-1 1/4"+/-) III CM9, f NE ---------------;71DW -------- \201- TEMP TEMP I EMP TEMP TEMP TEMP1777 7 r PROVIDE 41/2"SILL -� I / ` f j DOUBLE j j I I g o o N Q O I OVEN I I O I I I-------------- a°• 9�0 / \ Q O TEMP TEMP —————— TEMP w• : , o O 11717- 111 f I I I PROVIDE 8"SILL ��// \\\v ° / \ V) a) o O II I �^ / W a c % I >poria \ � 3 3 O � f ----J L----J L----J L----IF I I I ) C o o- ! i DINING RM I I KITCHEN I ce O• ° O O ' 1 / I WOOD FLOOR I I I WOOD FLOOR I w o ! W O ( ' ) �! N CLNG:T-11" Ex �- I I CLNG:T.11" Ex. ~O p•° Q 0� - ----� F-----1 D----I P----� I I I I I O •°' / z p, CV { c� I I ALL SEASON RM IirA�l zt WOOD FLOOR / \ pp O yam. FIREPLACE CLNG:9'-0" -Z \ LO pp Z O L- O W ! I I I ____________ LINE OF BEAM ABV_ �� / C V W f I I ; I ---------------------- Z / ISLAND I / U c/) / BEDROOM 1 IJ �"` i FOYER o00 0 WOOD FLOOR I <;' WOOD FLOOR p• f CLNG T-11" Ex. I :. CLNG:VARIES \ �.o / LIVING ! WOOD FLOOR .. ... ¢ u f _ CLNG:T-11" Ex. -I m w ——— CV , f M I SKYLI T S LIGHT f I r9 I ABO I IMOVE I o CLOSET I I I I o ._ .o• , A AI AIA AA ABA IA AIA /AR A o II as _aaa IIII Ilall as NIII AN a In N II-Ila- NYa MN ilin-Iia-IlAll�pi it N L— J L _J , A IN 111 11 AIA 11 AAA !A 1 = i �f N ► I I-- --------------------- �� I I w LINE OF RIDGE BEAM ABV — I I m t ' I I I I I I i OUT,sHwR. Ip m o � f M I IPE DECKING I 2 fr I (-----� + K I I I I A-202 � ,... . p N , I SKYLIGHT I I SKYLIGHT I ° °�•oo A-2o2 ! 5'-0' 3'-10 1/4' 2' 0" ABCVE ABOVE ,•p N i CABI TS ABV ------- ------- BATHROOM 1 WASHER tl DRYER I' eve ad'o° RA f TILE I I-----J I----J II j ooQe� f + CLNG:T-11" Ex. " I w I II HTR WDR R PANTRY o __I-_v I - . . ------ \ / TILE WOOD FL rn '-I-'0 0 ! ---------- Ce-I-� Pro . 1st Floor Subfloor •°LAUNDRUNA °°° a� i -�-� +12.35'+/ (+12'4114°+/) TILE TILE o r l i il@ e CLNG:8'-0" CLNG:8'-0" d o b # f - oee o °o / 1 - 12'-7" T-8 1/2" Ex. 1st Floor Subfloor IN n ! / +12.35'+/-(+12-4 1/4"+/-) Z /An �o BENCH/LOCKERS M PROVIDE 8"SILL PROVIDE 8"SILLCD w STORAGE O o r f TEMP TEMP TEMP TEMP / cV LEDGE H f / r------ Li ! f ' LINEN BENCH ATTIC I ACCESS I f property address to ff BEDROOM 2 _mie_ �, N BEDROOM 3 GARAGE PITCH SLAB % 685 Bungalow Lane, / WOOD FLOOR \ / BATHROOM 2 ❑ Prop.To of Slab Z / -.I-- SHOWER WOOD FLOOR PRD.CONC.SLAB 1/8"PER FT zM f \ CLNG:T-91/2" Ex I TILE I CLNG:TA1/2" Ex. DN +12,22'+/-(+12'-23/4"+/-) CLNG:8'-0" - Mattituck, Town of Southhold Ex. =-i 1 R ° / New York, 11952 JO '..'14' , - / \ U LIJ I fn O o o - --� i U .Doe LIJ o I cQ m W Uj . 0 \ drawing list Z / \ \ j W U �ODQd• o e @�0 .' mBt)o, I W owe A o,�eM q om00er�e +e o „°�°@p@ .:°m°epQ °°.a_ >o o°v°e0e ,w�eob.00 _ \ A001 PROPOSED SITE PAN � O e o O�or, O P a e e 0 X14IsoO P°b�. ►P°be. O e• O• �'f ►P oQb 0.p.P oQb . 1 / I .. Qom. oo�,p •• oo oPoO°.'osp a-.6o�'oo a pQ apo I \ \ f STAT DATA f / .gig •uD o;o •oD"O i s / 000 o R i o i v o° O NOTES I / 10 epee 0•e ° p.e .Dow p,a p.e _ ♦p.e +ew .o• °ewe \ •o• \ f ° ° •o' ° I p. .o• .o• oq 0• A101 PROPOSED FOUNDATION PLAN A102 PROPOSED FIRST FLOOR PLAN �,, .o .o .•o• a, a, y, ao9,° 4"0 TUBE STL CLMN / \ ON STEEL PLATE A103 PROPOSED SECOND FLOOR PLAN ____ LINEOFBEAMABV_______ ___ ' u' / ,o.:e�°@g�, o• mew@ ----------------- --- ----- ———— 04 ff^^ / o� A10 PROPOSED ROOF PLAN 04 f PROVIDE 4 1/2"SILL PROVIDE 41/2"SILL "0 I / f A201 PROPOSED ELEVATIONS f TEMP +'°0• '°• A202 PROPOSED ELEVATIONS EX 14:l�e / / A Pe�°9beoo TEMP ° o e PeQ p ,eoQ400• I ! A301 PROPOSED SECTION 1 is 14',l (1492) l a' a o°a ;�. 'c°� off:o° a i--------------� I r-- ----- —i / Liu f f ON-C mr / / v .a oA°> ,o<,'o°agA e ° •°oo +, ° .Deo ! I1 I Q ORMIA/G ° p °�• �pDvp DO��O`?P;•>Pe o°.°'ob .O°.e ,,P�Q�Ob . °°e I ( I I ?� DOe eO.�oq o• po9. i• �OoDe° ! I / v f I -- - -- •.-- oes ,0�c� Ob � ,• •p - f I ,eD a eD I I I I I ! o D e,°�ZQ ,e DDe O P o0°s°00 DN P aba0• I I I I I LU f I ` S Y ' i / — 0• �.DD w •�D00 °• o'�,O 1 R op 0 LIU / / ooaooa000 ao aao / a� �- I I I I STONE RET.WALL STONE RET.WALL I I I I I / DN N j / 0 J / / I I I 'R - - - - - -t — INAL MAP f ! / _ _ SKYPLANE Ev1GVVEV G7i ZBA cd 20:2 SEE 1/A-201 ECISION# �i2 (20-20) fDATED: o�l 3 / PROP f OSED f , WALL KEY A-2oi A-301 i EXISTING STUD WALL Pro P.Grade 20.0,, f +12.00'+/-(+12'-0"+/-) / S'Y S. 31/2" 1'-6=- 31/2" 2'-11 1/2" 31/2" 9'-31/2" 31/2" 3'-31/4" 31/2" �1 1/4'\ 31/2" 1, 11. 5112" GARAGE . 5 //2" \Gj ��pP'HERJ16k y��' date: 5/9/2023 NEW STUD WALL 16'-1 1/4" 12'-0 1/4" 14'-6" 21'AG ��� RFs F ro eCt: 685 BL FOYER n by:e.d. • iii ` EXISTING MASONRY WALL 40'-2 1/2" � 36'-0" -- EXISTING PROPOSED -- f+— kd by:C.j. . EXISTING FOUNDATION WALL 13' l (�� ng # NEW FOUNDATION WALL 1 PROP. FIRST FLOOR PLAN 03114 o . „ - � �T�oF �� A-102 102 SCALE. 1/4 - 1 chrl trey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 _schematic design stage 12-10-2021 21-6 schematic design stage 12-13-2021 design development stage 02-10-2022 MSTR 5 1/2" 5 1/2" design development stage 02-16-2022 BEDRM ED _-geveP T-6" DEC submission 02-23-2022 DECK design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 Q _ . . . > � E E bQ o � oo v Ln U U o0 C 0 c> 0 U Ln 10 # 0 Q' � z 0- � � + I � o An 2 1 vU ° cv o 'O A-201 A-301 `{ o C N 5 Z O Y U — — ---- — — o DECK W IPE DECKING IIIIIiIIIIIIrIIIiIIIIII --- IIIiIIIIIiIIIIIi IIIIIiIIIiIIIIIIIIiIIIiI ------ ---- ------ ---- ------ ------ ---- ------ --N ------ ————————— — TEMP TEMP TEMP TEMP -------------- --- -------- O N 'WUzQ^Li/j O LO oOO W 0 OO, O FL O 3 �>'O °oo W UJ Lo co ceZO 4�— z LO DO A-2 02 IIII1IIIIIIiI11IIiNIIIIIIIIIIIIIIIIII IIIIII II�IIIIIIIII1III'iIIiIIIIIIIIIII1IIIIIIII I IIIIIIII II 2d=d 9 No�`h IIIIIIIIIIIIIIII�'IIIiIIIjIIIIIjIiI1III I IIIIjIIIjlIIIIIjiIIIII I TN�II — ,J'yIIIIIIIIIIIIIII _ i'jIII1III'IIII IIII '.1II'II'IIII IIII I IIIIIIIIIIIIII m r A-202 N O ?b MSTR BEDRM WOOD FLOOR Z)KING SIZE RED CLNG:VARIES w 0 U N F- N U S Prop.2nd Floor Subbor +21.50'+/-(+21'-6"+/-) COLLAR TIES ABV 00/ EJSKYLIGHT m SKYLIGHT KNEE WALL-1;;�7 N F T L 2 L) CV ------ ibN ISKYLIGHT m SKYLIGHT SHELVES ui _ . ulie_ I -. . i eLID WALK-IN I I I Q WOOD FLOOR O CLNG:a 11-9 1/2" 4'-0" dob # AAI AAI 01 11 110 11 I1I IIINlltl _ —T—#T AIN IN ITI_ NN M1 SHELVES. n1 AUA nA IAI AA 111 M SHOWER W ( I11 . mo property address r es s N 4'-0" 1/2" 4'-31/2" 685 Bungalow Lane, Mattituck, Town of So Z u t•�h��0�n1Wh�of,1ld I New York, 11952 MSTR BATHRM m TILE of CLNG: N'o° LL PITCB- PITCH _PTC , drawinglist > N wl A001 PROPOSED SITE PLAN °0 STAT DATA I 4_ COLLAR TIES AV NOTES 8� �$ 8� �$ A101 PROPOSED FOUNDATION PLAN A102 PROPOSED FIRST FLOOR PLANn— A103 PROPOSED SECOND FLOOR PLAN I I I I I m A10 PROPOSED ROOF PLAN ———————————————--——— —————————— O O II O A201 PROPOSED ELEVATIONS � j L 01 - I�IIIII�IiI I1IIIIIIIIIi _ �8 IIIIIII�II . A\20�2 P�R�O POSED. ELEVATIONS IO NS A301 PROPOSED SECTION PITCPITCH 12 12 8� ITAL MAP O I ---------------------------1EVIEWED B Y jl Z BA ECISION# Sl DATED: WALL KEY EXISTING STUD WALL E�51/2" 51/2" ate: 5 /9/ 20 23 NEW STUD WALL 171-0" ro'ect: 685 BL n by:e.d. EXISTING MASONRY WALL kd by:o.j.O EXISTING FOUNDATION WALL N'A ng # PROP. SECOND FLOOR PLAN NEW FOUNDATION WALL rs'TF 031 ��o A-103 1 SCALE: 1/4" = 11 chrOF N5 frey A-1 03 #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 _ gH N O O co O u7 U U O 0 N N - �d Lo �# Q C3 : CL- 'p O p Z sn O (i • U •i Lo _� 2 1 O D U �'� c A-201 A-301 o - C N z �i -------------- _ _ ------------------------ A--- --..---_--..._--....--._--_--.�..M_._--_, _.--...._.---.._.?.--.._---------------- i----------— ----------------- ----- -�31 o1rI,'tl -_-,.----------�IIIIi J-IIIIi -_-_-_-_-_-_-_-_- l!�Ii!iI(iII(l'IItII!,i�'�iIIIi!i,Ii''iI;I_lilIi,i'I'�!IjI�,�'I:ll'l�u'!��,Ii'Ii�lI.';'!II'!IlIiI_�I!�!iII�I'!IIIIIi'I.l�II!I,i!,�!'''l''I_i!„'y�hI'l!l!,I!�','II.;�i,I,I',I�i1lI�''l;I;!{i�It•�i,,I!Iii'IIIIIi'��'':I_(lI� Il!IIiII!;iiII!!III�iIiI;lI.i;I.,�I'IIIi�(IIIIiIIIIt!C'�`liI! ''IIIi11'fI�IIII1°Ii!lI.IIj;'{h'ilI� i�1!i,,III�iI O I -- ,II�!lIiuI{ I,'iIi'.l'III4.i'i�IIi)I:�iI''!•;iiIt.iI',lt Ji.;'Ii''IinI,lI,iI,,I;tI!lii11IIIlIIi!'I'IIIIII1IIIII1II 1I I11jIII11i1II1III jI�111IIII1jiII1III11IIIItiII';,;1I I i A-Z1 OZ SioJ QO E. 3 'G✓ FBFt�UNOOFOO O C ------- --- ------------------------ - y ----------- V) v 'Q ---------- ------------ O O(y)I O 0 04CrF) Nzy , � � � •T� S0rrmoW ��•i./.■O7 � Z �OD PITCH 7; 8F- SKYLIGHT � SKYLIGHT SKYLIGHT U 40 --------------------------2 A-202 SKYLIGHT c.) SKYLIGHT PITCH PITCH O 0 dob # --------- r--------- - ------------------------- 7- -------- - ------- ----------- L-------------------- -------------------------------- property address 685 Bungalow Lane, L---------Ji Mattituck, Town of Southhold r--------- _ New York, 11952 PITCPITCH PITCPITCH wing is ____________ _____ _ A001 PROPOSED SITE PLAN STAT DATA NOTES 12 12 $ 12. 12�$ A101 PROPOSED FOUNDATION PLAN8F r A102 PROPOSED FIRST FLOOR PLAN A103 PROPOSED SECOND FLOOR PLAN L_______ 8r- ____________- A10 PROPOSED ROOF PLAN --------------------------------- O O01LI I 11 O A201 PROPOSED ELEVATIONS . I I LA202 PROPOSED ELEVATIONS -�- ----------- A301 PROPOSED SECTION PITCPITCH 112 12 OL-------------------------- --------------------------- FINAL MAP -------------------------------------------------------- REVIEWED BY ZB.� A DECISION# FL DATED: WALL KEY EXISTING STUD WALL I date: 5/9/ 2r�0r r2r3 NEW STUD WALL roject: 685 131- n L n by:e.d. EXISTING MASONRY WALL �kd by:c.j.- � i EXISTING FOUNDATION I WALL � ng NEW FOUNDATION WALL PROP. ROOF PLAN -9�� 031541 ��O -104 SCALE: 1/4" = 1' chr�F NE fre A-104 y #031547 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Mqx.._Ddn. ikght revisions date _H_ _ 46.00'-q-(46'-0") existing situation 08-26-2021 -updated site Plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 - - -P10LT P2Sf Roof - -A-301 12 12 -------- --------- `\ -- _ tl-(37'-6") 8 — 8 (.rl Lo >'CO E E 0 0 �6 L /2 o < < E N C3 '0 c)-.0 Z 0r 0 C 0 v u 0 L Pr(pp.Tp p qf Roof z -------- -------—---- 27.8Tq_-_(27A0"+/-) 12 12 12 12 8r— ___18 8F— 10- --Ex.-Too-of Roof AL ---—-—------------ '100111 24.54'---/-(24'-61/2"•d-) JI .11 1 1 L o 6 0 UJ - 0 ...... --L---6 r_-4---4---I---I---I--- 0 cl� mk Prop.Top of Wall V) 0 19.97',/-(19'-1131F+/-j c: 0 6 V)C :) cV C`7 C14 (G 1) (G z C) LO 00 10 TEMP TEMP TEMP *P I TEMP T Ex.LP�o .I r. F -OL-Ex./Prop. 1st-Fl Subflr. 12.35'+/-(12-4 1W+/-) _p S141111 JI _.l-_J1 L J. 4-_l-4-- +/ _T _j —-—-—-— _P_j _L F=F--_F- E 4-4---4- 1 12.35+1412'41/4 LJL_\\_1LJu/JD1c1:1 lm� Grade F 0 12�0U+1-(12'-0"+/-) A e _'k e ev.of Nat.Grade graq _EL ------------ 1 1.00,-q-(11 ----------- ......... ...................................................................... ui �A-301 0 0 0 SOUTH-WEST ELEVATION V-20.1) SCALE: 1/4" = 1' 1000 . .................Mqx, Bl(trIajjei2ht rL ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ A� Ma Id ei t 46.00'+/-(46'-0") _2�R_mu_q 46.00'+/-(46'-0') dob # --—-—-—-—-—---Prop.Top of Roof -—-—-—-—-- 12 12 18 1 37.50'+/-(37'-6") 8 A-301 property address 685 Bungalow ane, Mattituck, Town of Southhold New York, 11952 2 I 101-01, A-202) drawing list --—-—-—- Prop.Top of Wall -—-—-—-- L A001 PROPOSED SITE PLAN STAT DATA 29.59'q-(29'-71/8"+/-) NOTES 9 in A101 PROPOSED FOUNDATION PLAN M A102 PROPOSED FIRST FLOOR PLAN A103 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN 00 12 12 8r— ___18 F— bo 8 A201 PROPOSED ELEVATIONS A202 PROPOSED ELEVATIONS -------------- N 24.54'+/-(24'-61/2"+/-) A301 PROPOSED SECTION _j Pro—p.2nd Fl- Subflr. ' I ® ® \\ n5 -— —-A -—-—-—-- 21.50'+/-(21'-6"-q- 1 20.44'+/-(20'-5 3/8-Y- -—-—-—-- J 7— Irr-- 00 _77 -4 EGF_SS 9 L Ex./Prop. �t FLau f1r.. EMP REVIEWED BY ZBA �flr. TEMP 12.35'+1-(12'-4114"+)-) j _T 11111 ill DECTSI S-11 !;-4-4-4 -4-4. - --—-—- —-—-—-—-- Grade a.EntrLEx./Prop. 1st Fl Subf1r. —----J-—-—-—- ---1----- 12.35'+1-(12'4 1/4"+1-) MTED . 12.00'+/-(12'-0"+/ 1 .........6KELragg.Elev.of Nat_Grade --------------------------------- ----------------------------------------------------------------------------------- ------------------ ----- ------ -- ------ ------------4,,-'--*v raqeEiev.ofNa Grade - -------------- - -------------------------- -----L-- ----I-L------ ----------•--—-—-—- 11.00'+/-(111'-0"+l-) 10.00'+/-(1u-0'.. ti MM wmmm, c oc� date: 5/9/2023 roject: 685 BL / �..., n by:e.d. 1 // kd by:c.j. A-301 (P'A ng # NORTH-EAST ELEVATION 031 SAI A V-�201 SCALE: 114" = 1' 0)= N S: A-201 chn f rey #031547 -_—_—_—_—_— — — Max_. Bldnn . Height Max.Bldngc.Height _—_—_— revisions date 46.00'+/-(46-0") 46.00'+1-(46-0") existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 _schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 —_—_—_—_—_ Prop.Top of Roof _—_—_—_— — — — — Prop;Top Roof — —_—_—_— — ---_ 37.50'+l (37 6 37.50+/-(37-6) -- Pro .Ta of Roof --- -o--p--- ---- - :- - -- ------------ -------- - 6.00'+l 36'-0"+1- 140 NT - --— -- - - . � v O O00 /2 - - -- -- - a � Q E a`t cl zEiE - — 4TOVOLIAICARRAY-- ---- --- =-- -- _= = — -- - - --- _ 'F_�i3 TC3 TG tRA C _—_—_—_-- -------------- --------------------------------- - - Prop. _ Toaof Wall — o cq L) M .o -------- 29.59'+/-(29'-71/8"+/-) s O 0 o —_—_—_—_— Proo Top of Roof -------- �, c N Z I 27.83'+l (2T-110"+l) i \ \ I N --- --- --- ------ --- --- --- \ \ I I I I I ------` W�W Pro .2ndFlSbfIr. ONo - --- --- --- --- --- --- --- --- --- --- --- -------------- 21.50'+/-(21'-6"+l-) -- 5O O O'� ProTop of Wall ------ --- ---- -- --- - --- ------ Pro .To�ofWall ------- 0 --- — --- Prot).Too -------- 19.97'+1-(19'- a) O L EEI FE F EE EE cO0 6 0) LO CO OZ LO 2Z co JJ 10 tj 4% Q Ex./Pro 1st FI Subflr. U < - I I I I I I 12.35.q 12-41/4( _ - -----I I) Average Elev_of Nat_Grade________ --------------------------------------------- \ \ \ --- --------- ---------------------------- -------- --------------------------------------------- ----------------------- --------- 11.00'+1-(11'-0"+l-) ONNad -- ---- �rOQe1 (10'0'+1_)----------- LLL-L IIW) r®sesrr \mENNE100", 0 SOUTH-WEST ELEVATION "- A-2o2 SCALE: 1/4" = 1' L -- ----------- Max.Bldng_Heiaht ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 46.00'+/-(46-0") dob # property address �— 685 Bungalow Lane, Mattituck, Town of Southhold New York, 11952 2 1 _ A-201 A-201 drawing list A001 PROPOSED SITE PLAN STAT DATA NOTES A101 PROPOSED FOUNDATION PLAN0 M -- — --' A102 PROPOSED F RST FLOOR PLAN \I \ A103 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN A201 PROPOSED ELEVATIONS — — — — — — Ex.TTS of Roof -------- A202 PROPOSED ELEVATIONS 24.54'+1-(24'-6112"+1--) �—- - A301 PROPOSED SECTION \ II II \ II \ I II II II I t--- 7-- FINAL MAP II II I I REVIEWED BY ZBA I I I II 1 DECD l� -------- Ex.IProp. 1st FI Subflr. -------- �- - -- - -- - -- -- -- --- - --- - - -- - -- �- --� - - -- - -- - -- -- -- --- --- - --- - ===E (� DATED er, p� q t 12.35'+/ (12'�1/1 4"+/) I I - - -- - - -- ---- -- - -- - - -- --- � OI—J �l.—ILJI�����= -- =EI0 L.�AT h* _____-- Average Elev-.of Nat_Grade -- - -------------------------------------- ------------------------ ----- ------ ----- ---- FA F/I j date: 5/9/2023 C roject: 685 BL d. kd by:c. (P Ing 2 EST ELEVATION °315b� o NORTH-WEST, �''�aF we: A-202 202 SCALE. 1/4 1 chrl trey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 (A co >, zr ". 000 -0 Ul) U U Lo O cr N Q E 10 Q CL N C3 �r 0 p 7- 0 0 Se U �2 0 U N O c n Z W U z --i--i o 0 w � ° o co o � � o w a � z C)) V) �. O) N Z m O Oct Z0 4-- Q. O v � -- ----------- Max.Bldng.Height ---------------- ----------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------- 46.00'+/-(46'0, -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- U dob # property address 685 Bungalow Lane, i ------------------------ Mattituck, Town of Southhold New York, 11952 2 - A-201 i i i i i i A-201 I I drawing list I 1 1 I I I I 1 1 I I I - I I I I j j A001 PROPOSED SITE PLAN I I ------------------ ------------- STAT DATA I O NOTES ED I I I I A101 PROPOSED FOUNDATION PLAN c•`) I I I / I I / \ I Al 02 PROPOSED FIRST FLOOR PLAN Al 03 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN I I I 1 I I I I I \ I IAF \TE P TE R" I I I I I I A201 PROPOSED ELEVATIONS —_ —- — Elm.T�of Roof L 1 1 I \\ I I \\ // I I j A202 PROPOSED ELEVATIONS -------- (24'-6 24.54'+1-- 24'-61/2"+l-) 1 i i I I I I I I A301 PROPOSED SECTION TE PT PI I O I I -- - -- - -- I I - -----------------------J L----------------- L- -- --- -J I r 1 I r - - - ------- Topof --- ---� I ToWall o o f 1 1 1 1 19.72'+l-(19'-8 3/4"+/-) ---- I I I I I I c\1 C14 FOYER 00 1 I — I I FINAL MAP q PATIO 11 �~ i \ 1 © I I DRIVEWAY " � REVIEWED BY ZBA I DECISION# .I g! I I ,BARN DOOR i STAIR TO 2ND FLOOR i \\ I I I I DATED: Ex.IPro . 1st FI Subflr. ` 12.35'+/ 12'-41/4"+/-) - - ., A z�.... y •1-„rte. ------- Average Elev.of Nat. -------- –--------------------------------------- Uxx\NXW F't ------------------------------------ -- – --- -------- – ----------------- s, \�� �tOP�ER✓p��y�� date: 5/9/2023 ;�,,; ------------------------------------ ------------------------------------ ��� � ���� ro'ect: 685 BL I :;. . ��� ----- rJ iT---------------------------------- ti; �.. n by. L---L---------------------------------- BASEMENT ry:' kd by e.d. Pro T.of Slab >�F. . . _ :"`'=. ------------------- --------------------------------------- w* �rIN :C.j. 4.87'+l-(4'-101/2"+l-) 1;: "..'_, 03151 O TRANSVERSE SECTION. ' , A \000A-301 SCALE: 1/4" = 1' OF Ns A-301 chrl frey #031547 J r r T/MON r r r r r r r 1 8.43' r r r r r r r �6y CM FD px'All:— x ° 116 cd n1\`Z o r r r p Jew/ w r r r r S r r� 0J 4.0' 0 r r r r ,--� .� .--� � CSP �,�p F��•c�l� Poi / V -•--� HWM / 0.98' f Iy�0��0 �• 20' N`NM �AQ�y'\ / S`_ BAC • 0 2 vJ00 -\VP�/1� `\ I lam\\ / 6.8' a JUJ 3.5' (\OP\ o j N �\ / mIx ce I cp � X cp I I LOT AREA=31,122 S.F. r, 5 8, / � _5— SANITARY/SYSTEM ADJACENT AREA(UPLAND)=29,672 S.F. / 'CP (To BE REMOCq ) ED N U / II I CP � � &IN LLED) FE.5.5sW / ! I 2 I W I T!5' >�� 35.72, — W / I I PRO�TK76 T(PROP co r U U / f OH 10.5' ; I rr 12.1't / T r/ GATE LU � CE EL=6.0'f 40.2' 21.5' /32.66' k 'J "'• STEP / 1 STYa P P. 11 N PROP. � / FR RES iciNAb' 2'` 10.7' 2. FFL EL=12.4' .4'#685 2741'of uw J / of (V / FFL EL=12.41' c f1FZ3'Ca FR Sei1 (�?f�f3P r / b 15.9' STOOP � 2wx 2.1'W 14.92' 12.1'co c6 12.2' 0 O. r/ z Z � 10.9' MAS CO 1 Z-U H�A$dam / y / WALK Qg o / 21'.Ei'OdF W / ELECTRIC FOR / PR P. GAR 20' J IIA UNIT 1_/ STO E WO,7D P P HYDRO ACTION / / WAL RE } AN500-C 4 W\a Ir n v h �. TREATMENT UNIT O� O a. BLOC VET.WALL / \ r a _. %1 3.8' / 3V ORENCFE.O.L. O \ PUMP 13.2:: J r (2)8'0 k 8'DEEP O! AD-BOX r f LEACHI 16.1 G POOLS 1' �''�1 rT 1n ' �'^l L 16.5' �. 1. : 17.1' PRco OP. Z \ (!( ;SANITARY SYSTEM L) \\ 50% 0� \1 Z U EXPANSION O \ C W -' _j HYDk CMLLJI w Y) x 2.1'N\ FD I— 0 UP Pcm AVEME�j 0.5'N WM FID E/P 17.83' a PIT OF CM EIP 18 54 �25.�� FE.0.6'W FD C X53„W ANE EOGE 193a N ro7-40 �p,\_Ow \ FINAL NrAP MAP OF DESCRIBED PROPERTY BVN �1 REVIEWED By Z'B SITUATE AT MATTITUCK DECISION# " ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DATED: I o2c) ALSO APPEAR ON "MAP OF MARRATOOKA PARK" FILED: 5/7/1914, FILE#19 CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE - FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No. 7404-010660) ©COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. SCALE 1"=30'(11"Xl 7") THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCTM 1000-123.00-03.00-009.000 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72032 OF THE NEW YORK STATE EDUCATION LAW. SURVEYED:MARCH 11,2021 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. REVISED:JUNE 29,2022 ELEVATIONS REFER TO NAVD'88 INDICATED THUS 0_0'.PROPOSED ELEVATIONS INDICATED THUS0.0' REVISED:OCTOBER 19,2022 LAND SURVEY LONG ISLAND.COM 1 of Ejrv/ X,-- WARD BROOKS LAND SURVEYOR RECEIVED W/�0 BROO� x� 11 OCEAN AVENUE MAY 262023 BLUE POINT, NY. 11715 Zoning (631 ) 576-7794 (631 ) 363-3179 Bard°�'�ppea►s 50731 WARDBROOKSO@GMAIL.COM °F�sS4c lz FILE#11067 ar 6`�OFFICE LOCATION: ���of soyQl MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 s�1.2-a*' 54375 State Route 25 J Southold,NY 11971 A- (cor.Main Rd. &Youngs Ave.) cn Southold, NY 11971 Q Telephone: 631 765-1938 ' COUNT`I,� LOCAL WATERFRONT REVITALIZATION P OGIjeIR4EIV`ED TOWN OF SOUTHOLD AUG 2 22023 � rq Zoning Boaof Appeals To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, AICP Assistant Town Planning Director LWRP Coordinator Date August 22, 2023 Re: LWRP Coastal Consistency Review for ZBA File Ref MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES #7814 SCTM No. 1000-123-3-9. MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES #7814 -Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to demolish(by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane, (Adj. to Deep Hole Creek) Mattituck,NY. SCTM No. 1000-123-3-9. 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 proposed setback variance is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item"F"which states: F. Granting of individual setback, lot line and lot area variances, except in relation to a regulated natural feature or a bulkhead or other shoreline defense structure or any activity within the CERA. Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance, Town Attorney U,OUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING SARAH LANSDALE CHRISTOPHER GONZALEZ COMMISSIONER ELISA PICCA CHIEF DEPUTY COMMISSIONER DEPUTY COMMISSIONER June 5, 2023 Town of Southold RECEIVED Zoning Board of Appeals 53095 Main Road jUN p 5 2023 P.O. Box 1179 Southold,NY 11971-0959 Board of Appeals Attn: Leslie Weisman Zoning Dear Ms. Weisman: Pursuant to the requirements of Sections A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following application submitted to the Suffolk County Planning Commission is to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts. A decision of local determination should not be construed as either an approval or disapproval. Applicant Municipal File Number Rakhmanine M & J Revo Trust #7814 Philippe Vaillancourt #7815 Very truly yours, ��2eo.�a�re A? By Christine DeSalvo Theodore R. Klein, Principal Planner TRK/cd Division of Planning &Environment H.LEE DENNISON BLDG ■ 100 VETERANS MEMORIAL HWY,11th FI ■ P.O.BOX 6100■ HAUPPAUGE,NY 11788-0099 ■ (631)853-5191 FORM NO. 3 EZoningBoard r TOWN OF SOUTHOLD BUILDING DEPARTMENTppeals SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 11, 2023 TO: Rakhmanine MA _JV Revoc Trt 6488 Forest Knoll Ct Allentown, PA 18106 Please take notice that your application dated March 13, 2023: For permit to: demolish by Southold Town definition) an existing single family dwelling and construct a new two story single-family dwelling at: Location of property: 685 Bungalow Lane, Mattituck,NY County Tax Map No. 1000 - Section 123 Block 3 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed new construction, on this nonconforming 31,122 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a side yard setback of 15 feet and a required combined side yard setback of 35 feet. The proposed construction will have a side yard setback o . feet and a combined side setback of 24.80 feeul- J/)L"' Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. L — Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF ArEALS RECFT\!i=r AREA VARIANCE MAY 2 6 2023 House No.685 Street BUNGALOW LANE Hamlet MATTITUCK ;.Aning Board of Appeals SCTM 1000 Section 123.00 Block03.00 Lot(s)009.000 Lot Size31,122SF Zo - I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 04/11/2023 BASED ON SURVEY/SITE PLAN DATED 8/30/2022 MIKHAIL RAKHMANINE AND JENNIFER V.RAKHMANINE, Owner(s): AS TRUSTEES OF THE MIKHAIL RAKHMANINE AND JENNIFER V.RAKHMANINE REVOCAVLE TRUST Mailing Address:6488 FOREST KNOLL COURT,ALLENTOWN,PA 18106 Telephone:610-762-0795 Fax:N/A Email:MRAK91@HOTMAIL.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:MARTIN D.FINNEGAN for(Owner( )Other: Address:PO BOX 1452,13250 MAIN ROAD,MATTITUCK,NY 11952 Telephone:631-315-6070 Fax:N/A Email:MFINNEGAN@NORTHFORK.LAW Please check to specify who you wisl correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (VjAuthorized Representative, ( )Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 8/30/2022 and DENIED AN APPLICATION DATED 03/13/2023 FOR: (yj 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:XXIII Section: 280 Subsection:124 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, (,A 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 office for assistance) Name of Owner: ZBA File# A RECEIVED REASONS FOR APPEAL(Please be specific, additional sheets may be used with prepay er's MAY 2 6QQ2023 signature notarized): O Zoning Board of A peals �' 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detrim properties if granted,because: SEE ATTACHED NARRATIVE. 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? N No {} Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and�at�he eserve and protect the character of the neighborhood and the health,safety and welfare of the cor Signature of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this day ofSlil/1 e —2023 Com, t 6"�A Notary Public CONNIE D.BUNCH Notary Public;State of New York No.01 BU 6185050 Qualified in Suffolk County Commission Expires April 14,2 OQ y RIDER TO VARIANCE APPLICATION OF RECEIN/r-_—: MIKHAIL AND JENNIFER V. RAKHMANINE 685 BUNGALOW LANE, MATTITUCK,NEW YORK MAY 2 6 2023 SCTM# 1000-123.-3-9 `4'0 Zoning Board of Appeals REASONS FOR APPEAL: The Applicants, Mikhail and Jennifer V. Rakhmanine, are appealing the Building Inspector's Notice of Disapproval, dated April 11, 2023, for a building permit to partially demolish and reconstruct an existing single-family dwelling on the footprint of the existing residence. The proposed footprint would maintain the pre-existing non-conforming setback of 4.6 feet from the western side yard and establish a conforming setback of 20.2 feet from the eastern side yard for a combined side yard setback of 24.8 feet, where a 15-foot side yard setback and 35-foot combined side yard setback are required under Town Code Section 280-124 on lots measuring up to 39,999 square feet in total size. The subject parcel is a non-conforming 31,122 SF lot in the R-40 zoning district located on Bungalow Lane in Mattituck. The lot is also non-conforming in width, making it difficult to utilize the space while conforming to side yard setbacks. In addition to rebuilding the residence, the Applicants intend to relocate the sanitary system to the landward yard of the house and abandon two dated cesspools in favor of a modern low-nitrogen system. For the following reasons,the Applicants submit that variances from Section 280-124 are warranted. 1.An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The surrounding neighborhood is characterized by one-story and two-story waterfront dwellings of varying sizes,many of which are constructed on narrow and substandard lots and have undergone renovations or been reconstructed. Due to the substandard widths typical in this neighborhood,the majority of residences here are non-conforming to side yard setbacks. There will not be any undesirable change in the neighborhood, as the existing residence is already non- conforming to the side yard setback from which relief is being sought, and this non-conformity pre-dates the current dimensional regulations. 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: The Applicants are seeking to renovate the residence in its current location while retaining as much of the original house as possible, including the entire footprint, foundation, and framing. Because the proposed construction is deemed a demolition, variance relief is triggered for the pre-existing nonconforming side yard setbacks. RECEIVED MAY 2 6 2023 3. The amount of relief requested is not substantial because: ,R1y Zoning Board of Appeals While variances for the side yard setback may be mathematically substantial at 69% relief from the required setback,there is no increase in the non-conformity compared to what already exists and there will be no new ground level disturbance in the side yard. 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: As stated previously,the currently existing setbacks are pre-existing nonconforming to the current requirements, and the degree of non-conformity is not being increased. Granting of variance relief will not have an adverse impact on the physical conditions in the neighborhood and, as a Type II action, there is no perceivable environmental impact stemming from the proposed renovation. In addition,the Applicants will be upgrading to an I/A low-nitrogen sanitary system on the landward side of the house and abandoning two cesspools near the water, resulting in a net environmental benefit from this project. S. Has the alleged difficulty been self-created? [) Yes, or{X)No Why: Previous owners built the existing residence in a location which is now non-conforming to modern zoning code, and the applicants seek to only maintain these setbacks as they rebuild the structure. To any extent that the difficulty be deemed self-created,pursuant to New York Town Law §267-13 (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." Are there any Covenants or Restrictions concerning this land? {X)No {) Yes (please furnish a copy) This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety and welfare of the community. Page 2 of 2 RECEIVED APPLICANT'S PROJECT DESCRIPTION MAY 2 6 2023 MIKHAIL RAKHMANINE AND On'pa RR and of Appeals APPLICANT: JENNIFER V.RAKHMANINE,TRUSTEES DATE PREPARED ay 1 h'2Q2� 1.For Demolition of Existing Building Areas Please describe areas being removed:DEMOLISH EXISTING 22'X22'DETACHED GARAGE,CONCRETE PATIO,AND PORTIONS OF DRIVEWAY;DEMOLITION(per Southold Town Code)OF EXISTING 40.2X44.2'ONE-STORY DWELLING. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 1,143SF Dimensions of new second floor: 822SF Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 26.5' Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: 12.41'above grade . III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 2,182SF Proposed increase of building coverage: 1,410SF INCREASE(3,592SF TOTAL BUILDING COVERAGE) Square footage ofyourlot: 31,122SF X Percentage of coverage of your lot by building area: 7.35%EXISTING;12.10%PROPOSED V.Purpose of New Construction: SEE ATTACHED PROJECT DESCRIPTION. 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): Slopes from road to adjacent waters of Deep Hole Creek,from about 15'AMSL to 0'at water along some 260'feet of distance. Slopes do not impact relief requested. 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 RECEIVED FOR FILING WITH YOUR ZBA APPLICATION �IAY 6 2023 A. Is the subject premises listed on the real estate market for sale? �'7( y Yes �/ No Zoning Board of Appeals B. Are there any proposals to change or alter land contours? V 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: APPROVED-TRUSTEES PERMIT#10269 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? NO If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel SINGLE-FAMILY DWELLING WITH DETACHED GARAGE and the proposed use SINGLE-FAMILY DWELLING WITH ATTACHED GARAGE, FIRST FLOOR ADDITION&2ND FLOOR ADDITION (ex: existing single family,proposed: same with garages ther) � �f2 Authorize signature and Date AGRICULTURAL DATA STATEMENT RECEIVED ZONING BOARD OF APPEALS MAY 2 6 TOWN OF SOUTHOLD2023 WHEN TO USE THIS FORM: This form must be completed by the applicant for nyz�"Aftwd Of A�peals permit, site plan approval,use variance, area variance or subdivision approval on proper 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:MIKHAIL RAKHMANINE AND JENNIFER V.RAKHMANINE,TRUSTEES 2. Address of Applicant:6488 FOREST KNOLL COURT,ALLENTOWN, PA 18106 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project:SEE ATTACHED PROJECT DESCRIPTION. 6. Location of Property: (road and Tax map number)685 BUNGALOW LANE, MATTITUCK, NY 11952-SCTM#1000-123.00-03.00-009.000 7. Is the parcel within 500 feet of a farm operation? { } Yes {Vf No 8. Is this parcel actively farmed? { } Yes {v} 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 NOT APPLICABLE. 2. 3. 4. 5. 6. (Please use the ack Qf this page if there are additional property owners) S/ —V, /2023 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. RECEIVED MAY 2 6 200223 PROJECT DESCRIPTION Zoning Board ors Appeals OWNER: MIKHAIL RAKHMANINE AND JENNIVER V. RAKHMANINE,TRUSTEES PREMISES: 685 BUNGALOW LANE,MATTITUCK,NY 11952 SCTM: 1000-123.00-03.00-009.000 DEMOLISH EXISTING 22'X22' DETACHED GARAGE, CONCRETE PATIO,AND PORTIONS OF DRIVEWAY; RECONSTRUCTION AND RENOVATION OF EXISTING 40.2'X44.2' ONE-STORY DWELLING ON EXISTING FOOTPRINT, CONSTRUCTION OF 14.5'X27'4 ONE-STORY ADDITION ATTACHED TO EXISTING DWELLING; CONSTRUCTION OF 21.5'X31.3'TWO-STORY ADDITION CONNECTED TO NEW 21.5'X22.4' TWO-CAR GARAGE; CONSTRUCTION OF 21.5'XIT REAR PATIO AND 5'X14.5' FRONT PATIO;ABANDON EXISTING SANITARY SYSTEM IN REAR YARD AND INSTALLATION OF NEW I/A SANITARY SYSTEM IN FRONT YARD. APPLICATION OF MIKHAIL AND JENNIFER V. RAKHMANINE 685 BUNGALOW LANE, MATTITUCK SCTM# 1000-123.-3-9 RECEI'I MAY 17, 2023 MAY 2 6 2023 l [Zoning Board of Appeals P vs � r r� .1 7 " 4 w, FACING SOUTH _. ?il.fes•,., ' I 'w ee t S �_�. - '• N�• y ` � it rA .L• �F�_'��v¢ -- y. :Y` � '` _ "` - �` - ;�`. •�.• moi, '-f- Mik -. awn A.. r I t S* RECEIVED FACING NORTHEAST MAY �2p6 2023 Zoning 13oa d(yAppeals RECEIVE® MAY 2 6 2023 APPLICANT/OWNER y TRANSACTIONAL DISCLOSURE FORM Zoning Board of Appeals 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 : JENNIFER V. RAKHMANINE (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.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Budding Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child Is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 0 day of M ok y ,20 23 Signatur Print Name ENNIFER V. RAKH NINE Lem EIVE® APPLICANT/OWNER 2023 TRANSACTIONAL DISCLOSURE FORM � r�JW The Town of Sonthold's Code of Ethics Prohibits conflicts of interest on the Hart of town office urd i8 of this form is to provide information which can alert the town of possible conflicts of interest and allow it o e action is necessary to avoid same. YOUR NAME : MIKHAIL RAKHMANINE (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.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/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 t Submitted this I U ¢ day o a y 20 23 I Signature Print Name MIKHAIL RAKHMANINE RECEIVED MAY 2 6 2023 Zoning Board of ppea ls Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I, MIKHAIL RAKHMANINE residing at 6488 FOREST KNOLL COURT, (Print property owner's name) (Mailing Address) ALLENTOWN, PA 18106 do hereby authorize.MARTIN D. FINNEGAN, ESQ. (Agent) ________________o______ to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) MIKHAIL RAKHMANINE (Print Owner's Name) RECEIVED MAY 2 6 2023 Zoning Board of Appeals Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) 1 JENNIFER V. RAKHMANINE residing at 6488 FOREST KNOLL COURT, (Print property owner's name) (Mailing Address) ALLENTOWN, PA 18106 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) ________ to apply for variance(s)on my behalf from the. Southold Zoning Board of Appeals. Q_r V . (Owner's Signature) JENNIFER V. RAKHMANINE (Print Owner's Name) aj 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: RAKHMANINE ADDITION Project Location(describe,and attach a location map): 685 BUNGALOW LANE, MATTITUCK, NY 11952 :SCTM#1000-123.00-03.00-009.000 Brief Description of Proposed Action: SEE ATTACHED PROJECT DESCRIPTION. Name of Applicant or Sponsor: Telephone: 631-315-6070 MARTIN D. FINNEGAN E-Mail:MFINNEGAN@NORTHFORK.LAW Address: PO BOX 1452, 13250 MAIN ROAD City/PO: State: Zip Code: MATTITUCK �NY 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that V may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: SOUTHOLD TOWN BOARD OF TRUSTEES-WETLAND PERMIT,APPROVED#10269 V 3.a.Total acreage of the site of the proposed action? 31,122SF/0.714 acres b.Total acreage to be physically disturbed? 1,41 OSF/0.032 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 31,122SF/0.714 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial VResidential(suburban) ❑Forest ❑Agriculture VAquatic ❑ Other(specify): ❑Parkland Page 1 of 4 F p 7hpAA� 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? /y , V '�t, - '$- LZoniting ��,��u of App b.Consistent with the adopted comprehensive plan? V 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? V/ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify:Name:Deep Hole Creek,Name:Peconic Bay and Environs,Reason:Significant coastal fish&wildlife habitat V Reason: r� 6lic health,water,vege a iodic eau y 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES V b.Are public transportation service(s)available at or near the site of the proposed action? V c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: V 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: V/ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? V b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO I YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? V If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Deep Hole Creek.No alterations. 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Mr Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional L(Wetland ❑Urban 9fSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Least Tern,Piping Plover V 16.Is the project site located in the 100 year flood plain? NO YES V/ 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES V b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO ❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that resu t m t e impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? MAY 2 6 2023 V If Yes,explain purpose and size: Zening 19.Has the site of the proposed action or an adjoining property been-erf-arraetive-ar-e NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? V If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE I Applicant/sponsor name. ARTIN FINNEG Date: 47 /2023 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate ;. small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 EAF Mapper Summary Report Wednesday, May 17, 2023 1:44 PM Disclaimer: The EAF Mapper is a screening tool intended to assist : ;'C15t•12.26 prosect sponsors and reviewing agencies in preparing an environments assessment form(EAF).Not all questions asked in the EAF are hAf°w f ,'ksr-f€;•,( j°r rye', ; -15A2-21 3 answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although `- available to de - - 12.2 Po co local Digitaldigital sources a i 115e• 2 the EAF Mapper vides th most u d ,r DEC,you may also need to contact I I or r :T2,2311 substitute for datanot provided by the Mapper. agencyterminations. ,f 1�`` to obtain da i4 f ... A.441/ ..:. ,.r .�* ,. . ,. .. _• --- --_- -_._.- ,-- , . .- --'_is � _ 1 t 2.3.3 F.'t!,". .: ti`° u t KC �dk,ir:; 3-5"' Xle Kingntm tnonjP*� f f" .�` is Jj t23-3i /) - 122.3-$.- :r._.�_',sf°•,,;123 a"."rn.'..illgdn123-3-12: 4 Y1 1 1Lt.-uf" ,s�vP<'y`(aPe`,:. 7jl.,b Any n,2-2 D w: ."w ,w.f;°xr;12. �G� -,.r 125:=Z-9S " G rlf�ip; �SS fi t�23.2-4 23-3-C.6 , ;a 5�ur �s.Esrt,ff�1tE,c�arrnll,,U SS,Ir�r rrna fit, A t PIT�P.+ fit an,Fsps?spar rdvlEFRr i! dFLat),usri Ja a t'P 1E';I E ri Chir ,fF=L)iAb-ke ti i E!n KC^i� ,Fs r) 'r �12 L° i try-i t 4' ,/;i -r i "' xr r� ! A :. t fif�i�Lri.n Ksot'e '�r4 .r,•., 3Tt",' hellls�E7 l),f3� '-iC't: r��"',.5r.,''tPlcl �bfiti•IbIJfitir C1,iit '"Ff'}•3t°:�f#" "+,tai,:; i'tS;J,;?' `=•fir> kt� '.C;15 123, �th.e'�IS U�s�c� l�t't� user i,VKIn Fi�it�;E,I t�EfiE; 123x2-6 3 t s`. l i ' i` 4 4.,-=. - 12�w:,-2 14? r ti�rehnmh r. Part 1 /Question 7 [Critical Environmental IYes 'Area] j Part 1 /Question 7[Critical Environmental Name:Deep Hole Creek, Name:Peconic Bay and Environs, Reason:Significant Area- Identify] coastal fish&wildlife habitat, Reason:Protect public health,water,vegetation, 1&scenic beauty,Agency:Southold, Town of,Agency:Suffolk County, Date:3-9- 190, Date:7-12-88 ':Part 1 /Question 12a [National or State No { Register of Historic Places or State Eligible } ',Sites] ! , Part 1 /Question 12b [Archeological Sites] __.;Yes ;Part 1 /Question 13a[Wetlands or Other !Yes- Digital mapping information on local and federal wetlands and ;Regulated Waterbodies] iwaterbodies is known to be incomplete. Refer to EAF Workbook. ;Part 1 /Question 15 [Threatened or IYes i Endangered Animal] Part 1 /Question 15 [Threatened or Least Tern, Piping Plover i Endangered Animal- Name] Part 1 /Question 16 [100 Year Flood Plain] IYes Part 1 /Question 20 [Remediation Site] 'Yes RECEIVED_ _- _-.__-_.._._........... ......_----.---' .-.. MAY 2 6 2023 �-81y Zoning Board or appeals Short Environmental Assessment Form - EAF Mapper Summary Report 1 Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM MAY 2 6 2023 Zoning Boardo�App A. INSTRUCTIONS ea Is 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# 123. _ 3 _ 9 The Application has been submitted to (check appropriate response): Town Board Planning Dept. 0 Building Dept. © Board of Trustees 0 V ZONING BOARD OF APPEALS 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital 0 construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval,license, certification: Nature and extent of action: SEE ATTACHED PROJECT DESCRIPTION. Location of action:685 BUNGALOW LANE, MATTITUCK, NY 11952 F Site acreage: 31,122SF/0.714 ACRES 2620,23 Present land use:RESIDENTIAL zoning of gppea�Sl Present zoning classification:R-40 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: MIKHAIL RAKHMANINE AND JENNIFER V. RAKHMANINE,TRUSTEES (b) Mailing address:6488 FOREST KNOLL COURT ALLENTOWN, PA 18106 (c) Telephone number: Area Code ( )610-762-0795 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY MINO R E X C M PT ACT r o ti Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes D No V Not Applicable RECEIVE® 2023 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 E] Yes 0 No V 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 Yes 0 No VNot 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 V Not Applicable R ° —� Attach additional sheets if necessary Zoning Board of Appeals 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 W 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 &6 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. ❑ YeEl No 4Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No S(Not Applicable Zonina App- --34-,-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 VNot 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 S(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 &K Not Applicable Created on 512510511:20 AM TOWN OF SOUTHOLD RECEIVE® OFFICE OF BUILDINGINSPECTORTOWN HALL gAnV SOUTHOLD, NEW YORK 1V1/il 2023 d CERTIFICATE OF OCCUPANCY Zoning Board ': NONCONFORMING PREMISES ppeals THIS IS TO CERTIFY that the L7 Land Pre C.O. #- Z-17355 Q Building(s) Q Use(s) Date- Sept. 27, 1988 located at 685 Bungalow Lane Mattituck, New York Street Hamlet shown on County tax map as District 1000, Section 123 , Block 03 , Lot 09 , does(not) conform to the present Building Zone Code of the Town of Southold for the following reasons: Insufficient total area; side yard set-backs back yard. Accessory garage in side yard On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming AT Land Zg Building(s) Q 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 applicable 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 Certificate is issued is as follows: Property contains 1 story, 1 family, wood£ramed dwelling; patio; garage; rail fencing on north side of property; timber bulkhead; dock; concrete walls in front yard; blacktop drive, all situated in 'A' Residential Agricultural zone, with access to Bungalow Lane; a Town Road The Certificate is issued to FLOYD & AUDREY VAIL (owner, N1%%%VbXycVrXyV&t$4Avy 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 AN INSPECTION of the premises by the Building Inspec- tor to determine if the premises comply with all applicable codes and ordinances, 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 regulations. C>►i!w �p tea. Bui ing Inspector 0 YA,d jP4 OF SOUTHOLD PROPER7y Rko,�, 9 L�l a� OWNER STREET �;�� � `• VILLAGE; , = DISTRICT SUB. LOT k-.f1 \;a✓Y��..,i+, t�i [ .totem"ar"Ll std Sv �1'-w vLr .:.j .. �1 C5 I a .rmd+.. - FORMER O_.W--NER N d (1 �s E ACREAGE }} jj S'_g W )(✓} --- TYPE OF BUILDING d�_' .i �� l 1 ��V�+' �` ta" ,^i"'=�''�'�- �': -4• 9:.-.`..,4- ' �'�:fry y�.,��� »'f '"�. `'��4»y�✓_., RES. `i SEAS. VL. FARM COMM {ND. ' CB.. I misc. LAND' IMP. TOTAL DATE REMARKS kn f _ r. 6 "1, 0 .0 �y"f� ! Lo t°� Y y //t7- f IX _ /� moi' €,c •r '"C ..x .. .._.. ` Ia", 1k . if is.PC't.ttt I e II \✓�� 11`p�.-Vim,'11.4- -�'f'9 e°�..r..�ts✓, .y°ti,�-�. \�J�^ - 7ir �, AGE BUILDING CONDITION # ---- NEW NORMAL BELOW ABOVE u Farm Acre Value Per Acre Value Tillable 2 c - -- — -r, ` ' Tillable. 3. -- -- — Woodland Swampland' 0 Brushiland:,--.o House Plot -- -- rn 0,- � m Tota I 01 e Y i i�•�,,•,'3::•<'�Y Y�RJ�!`GJ`.J��+vtt ..p.�M ...::^Y•;r�'�'i�t��� ���.1:�_�•�5•+.� 4. vi:Y I oo 3 -QA ',:r ...1•-�,: , j;as �� '���: ~h«� � .. ,:.r;a�A~`�r ;, `, I A f 123:3-9 2/16/2022 ' I? EL M. Bldg. r �, (!. >r C'^ ^ Foundation Bath �tt _ Extension j Basement ='t:1 '�` Floors D/� lm •_•1 ,j-r il,. �� Extension �, � w% s p Ext. Walls Cv�- Interior Finish Extension Fire Place �� ,� S Heat �� /y� 7•y Porch Attic y` t� ,? s l ��• Porch Rooms 1st Floor r _ o f V I oy Patio �,� Rooms 2nd Ffoor cfl Garage V X y'Z _ L,! f Driveway 'C Pit O. B. ° t' i -;a' y+._ o , .iS..�•fi, .,.••d' v- -"� _ ,��r 9-aow Jr�. -�e '�i}r� 4 „J'^.^'o 3a' .1 ygV�s^.�\. .>'r'. 1. <}%V•�.,.Se:�� pppn�,-'.0 1 i i, _ •%ems ejik - •o" - _ .. • r Y _ a,' •�. jam--.. h:iv:? a� .��1, a. I, ...,'•� '-�,�\• �_-:...; '.--� �•�, s,= '.l��'. a' :,;_ �` . 'T�i.' ''z'� � - j o L vjNTS.�7T.ffiYeL�A�^. S'P**. P.+'m7:[t i7.J�' f+rGY:&''`RLStoJG::dGR�Z+1E<-a.T&.97CNa N!zCF::7. USS�XM'�i F` `vin•-n--------- 15vLU:s/STtE^vL%L'dY�'dF+.<F.,�, e•. _ ,r ti r< RECEIVED H MAY 2 6 2023 BOARD OF SOUTHOLD TOWN TRUSTEES a C SOUTHOLD,NEW YORK Zoning Board of Ap WE PERMIT NO.10269 DATE: NOVEMBER 16,2022 ISSUED TO: MIICHAIL&JENNIFER RAKEMANINE ' PROPERTY ADDRESS: 685 BUNGALOW LANE,MATTITUCK .r SCTM#1000-123-3-9 .� AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16.2022, and in consideration of application fee in the sum of$250.00 paid by Mikhail & Jennifer Rakhmanine and , F subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 22'x22' detached garage,concrete patio,and portions of v driveway; demolition(project meets Town Code definition of demolition)and reconstruction of � existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached ' to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two- ' : car garage; proposed 21.51x13' rear patio and 5'x14.5' front patio;abandon existing rear yard sanitary system and install an UA low-nitrogen sanitary system in the front yard;with the ` condition of a 1:1 tree replacement,using native hardwoods; and as depicted on the revised site Plan prepared by Christopher Jeffrey RA,last dated November 22,2022,and stamped approved on December 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. : u�FO( kin _ o � 7br�dd^ua�h(P�SRi'�5�%'Sd+SC�Sa,S2. ,'�'�. 17ZUrt9➢1ffi""vt�'b"i'�5.,�.5>Su6ra2'�u14L'AGS+ u�lkiv95[SL:T .:�'.ECSib'S�+Q2Y�°,D`,L�uT,7�.+ ua�>C"" `+.. s�1'.1 `S6'i.851."d.WdLT3as,�,�. . n,. :� •ice"`'�'i�� .� �< <x - a 7D LZoning Y 2 6 2023 TERMS AND CONDITIONS �l V Board of Appeals The Permittee Mikhail&Rakhmanine,residing at 685 Bungalow Lane,Mattituck, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. Thatth6 Pe . „�t►itteeJwill obtain all'other permits and consents that may be required - -s:: supp einental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title,or-interest in real or personal property held or vested in a person not a party to the permit. ' ` VP ' DWELLING PROPOSED 8'0 X 4' PROPOSED 8'0 X 4' PUBLIC WATER DEEP ROOF DRAIN DEEP ROOF DRAIN McDONALD 11/1100 SERVICES /21 N 49' 15'00" E 260.001' ELEV. 13.8 _ _.—__�tit.s. — N 0.5' DARK BROWN LOAM (OL) ELEV —fir — •\ aS. 2.5' BROWN SILTY SAND (SM) \19.3 ' 1 SOIL BORING ` •\� \ �-0 {p- r \ A a SYSTEMS SANITARY I1 ELEy013.8 \ O SIR 0VN S o\ 1 WATER SER�ICE �` 1 5 3.PAI \ \ \Y� \\\ �0f� 10.0' PALE BROWN FINE SAND (SP) e i2 qt `�� 17 C.s \ 1\`�PRO PCITE FENE `\ r�,�1� HIGHEST EXPECTED GROUNDWATER ELEI/2.0 ° ` 1 \ O 1 i, PROPOSED 8'0 X 4' \ 4.0' WATER IN PALE BROWN FINE SAND (SP) C i I 11 O \i DEEP ROOF DRAIN \ S GA TGE I 11 \\ TEST HOLE DATA 0� \ UC, GR>vEl- 516�F � 1 N.T.S. pRpPORN PY L I AO'ITION0POSED /, \\ 31,,1122-SF� \ p ' \ 0.71 AC. —\ BLVbUSH T'Ms ELEV �+ — .........6ISTING GARAGE •o- 17.7 o' — ----J--- ------------�=— S 49.15' 00" W PROPOSED B'0 X 4' 298.47' TE DEEP ROOF DRAIN IVIED PROPOSED e'0 X 4' DEEP DRIVEWAY DRAIN PROPOSED STORMWATER PLAN NOV 14 2022 SILT FENCE SCALE;1=20 CONSTRUCTION SPECIFICATIONS SouftIdTwm 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH DRIVEWAY DESIGN CALCULATIONS ROOF DRAIN DESIGN CALCULATIONS(FRONT) ROOF DRAIN DESIGN CALCULATIONS(REAR) Board Ot7FD3tem WIRE TIES OR STAPLES.POSTS SHALL BE STEL EITHER'r OR'U' DRIVEWAY AREA=4667 SF ROOF AREA=1550SF ROOF AREA=1750 SF TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY 70-WOVEN WIRE FENCE 1923.2"RAINFALUI2 x 0.3(runoll coefficient)=95.6 CF 1550'2"RAINFALUI2=258 CF 1750'2"RAINFALUI2=291.7 CF WITH TIES SPACED EVERY 24'AT TOP AND MID SECTION.FENCE SHALL 96.5CF/42.2 CFNF(B'DIA.POOL)=2.3 VF 258 CF/42.2 CFNF(V DIA POOL)=6.1 VF 291.7 CF/42.2 CFNF(B'DIA.POOL)=6.9 VF BE WOVEN WIRE,121/2 GAUGE,6-MAXIMUM MESH OPENING. PROVIDE I-VDIAX4'DEEP=4 VF PROVIDE 2-B'DIA X4'DEEP=8VF PROVIDE 2-VDIAX4'DEEP=8VF 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-UPPED BY SDIINCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI 100X,STABIUNIW T140N,OR APPROVED EDUIVALENr• MAP OF MARRATOOKA PARK 4.EQUIVALENT. EQUIV LE`lED UNITS SHALL BE GEOFAB,EPMROFENCE,OR APPROVED FILED 55/7/1914 MAP # 19 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE SITUATED AT MATTITUCK WOVEN WIRE FENCE(MIN.14 1/2 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK GAUGE W/MAX.6'MESH SPACING) 36'MIN.LENGTH FENCE 06'MIN.FENCE POST to'MAX C.To C. POSTS DRIVEN MIN.IC SCTM#. 1000-123-3-9 INTO GROUND. WOVEN WIRE FENCE(MON.14 1/z cAucew MA.e'MES 685 BUNGALOW LANE, MATTITUCK SPPGLNG) FILTER CLOTH RDW UNDISTURBED GROUND HEIFILTER GHT OF =,6 MIN. COMPACTED SOIL - DANIEL R. FALASCO, P.E., P.C. -�'t'• •- EMBED FILTER CLOTH. A MW.OF 6•IN GROUND. e4 CONSULTING ENGINEER 4 SECTION VIEW 94 STE ., NESCONSL7, NY 11767 PERSPECTIVE NEW ,.(516) 9 � SILT FENCE DETAIL DaTE s �V DRAWING NO. N.T.S. 11-08-220) r77 AS�IOTED O � � Q O ''\����VV11ll p0b io �1V f 17 0 Glenn Goldsmith,President ®�� S0 � Town Hall Annex A.Nicholas Krupski,Vice President ® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G • Telephone(631) 765-1892 Elizabeth Peeples :NS� Y Fax(631)765-6641 RECEIVED BOARD OF TOWN TRUSTEES MAY 2 620 TOWN OF SOUTHOLD ( CERTIFICATE OF COMPLIANCE Zoning Board of Appeals # 1977C Date:November 6,2022 THIS CERTIFIES that the removal of existing seaward timber bulkhead and replacement with 60 linear feet of coir log bank stabilization consisting of three courses of 8"logs with 2"x2"oak stakes and plantings in same location and height as existing:a proposed 10'wide non-turf buffer will be installed landward of the existing bulkhead and consist of beach sand or mulch or pea gravel:a 4'wide by 90' long fixed pier with 4'wide x 12' long"T"section at end will be constructed utilizing thru-flow decking over wetlands and non-treated timber decking on remainder, At 685 Bungalow Lane,Mattituck Suffolk County Tax Map#1000-123-3-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 30,2021 pursuant to which Trustees Wetland Permit# 10130 Dated April 13,2022,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing seaward timber bulkhead and replacement with 60 linear feet of coir log bank stabilization consisting of three courses of 8"logs with 2"x2"oak stakes and plantings in same location and height as existing:a proposed 10'wide non-turf buffer will be installed landward of the existing bulkhead and consist of beach sand or mulch or pea gravel:a 4'wide by 90' long fixed pier with 4'wide x 12' long"T"section at end will be constructed utilizing thru-flow decking over wetlands and non-treated timber decking on remainder. The certificate is issued to Mikhail Rakhmanine&Jennifer V.Rakhmanine Rev.Tr.owner of the aforesaid property. Authorized Signature I FINNEGAN LAW, P.C. RECEIVED 13250 MAIN ROAD MAY 2 6 P.O. BOX 1452 N(� 023 MATTITUCK,NEW YORK 11952 tonin (631) 315-6070 "oard ofAppeals MARTIN D. FINN AN, E MFINNEGAN@NORTHFORK.LAW By Hand RFC�� May 26, 2023 V80 qY 2 6 Ms. Leslie Kanes Weisman, Chairperson �® Z023 Zoning Board of Appeals nlng Board oPgppe Town of Southold a/s P.O. Box 1179 Southold, NY 11971-0959 Re: Area Variance Application Owner: Mikhail and Jennifer V. Rakhmanine, Trustees Premises: 685 Bungalow Lane, Mattituck, NY 11952 SCTM # 1000-123.00-03.00-009.000 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced Application, enclosed please find a check made payable to the Town of Southold in the amount of$1,250.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated April 1,1th, 2023. 2) Area Variance Application, including an attachment of explanation. 3) Project Description and Questionnaire Form. 4) Agricultural Data Statement. 5) Short Environmental Assessment Form. 6) Local Waterfront Revitalization Program Consistency Assessment Form. 7) Owner's Authorization. 8) Transactional Disclosure Forms for Applicant and Agent. 9) Color photographs of the subject premises. 10) Certificate of Occupancy. 11) Assessor's Property Record Card. 12) Trustees Permit #10269. 13) Trustees Certificate of Compliance #1977C 14) Nine (9) survey prints. 15) Nine (9) sets of building plans prepared 5/9/2023 by Christopher Jeffrey Architects PLLC. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. RECEIVED Ve y urs, MAY 2 6 023 Zoning hoard of App eals Martin '• negan MDF/as Encl. ZBA CHECK FEES - 2023 Funding Account- B2110.10 DATE NAME ZBA FILE# FEE CHECK# DATE SENT TO TCO 5/30/2023 Finnegan Law for Rakhmanine 7814 $1,250.00 1253 6/2/2023 7815 6/2/2023 Finnegan Law for Vaillancourt $750.00 1254 6/2/2023 $2,000.00 RECEIVED JUN - 6 2023 Southold Town Clerk _,_In of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/06/23 Receipt#: 311378 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7814 $1,250.00 1 ZBA Application Fees 7815 $750.00 Total Paid: $2,000.00 Notes: Payment Type Amount Paid By CK#1253 $1,250.00 Finnegan, Law P. C. CK#1254 $750.00 Finnegan, Law.P. C. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Maiituck, NY 11952 Clerk ID: JENNIFER Internal ID:7815 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson O��QF SOUryOI 53095 Main Road•P.O.Box 1179 Patricia Acampora O Southold,NY 11971-0959 Eric Dantesi[ Office Location: Robert Lehnert, Jr. g Town Annex/First Floor Nicholas Planamento �` aQ 54375 Main Road(at Youngs Avenue) 22y�DUSouthold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, SEPTEMBER 7, 2023 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning), Town of Southold, the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 1197170959, on THURSDAY, SEPTEMBER 7, 2023: 10:00 A.M. - MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES #7814 - Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition) an existing single family dwelling and construct a new two story single family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane,-(Adj. to Deep Hole Creek) Mattituck, NY. SCTM No. 1000-123-3-9. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809, or by email: kimf@southoldtownny.gov. Dated: August 17, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 0-Min Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold, New York 11971-0959 ` Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: July 3, 2022 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; Pursuant to the New York State Governor's announcement lifting many COVID-19 restrictions, the Town will now resume IN-PERSON meetings that are open to the public. For those who wish to attend the meeting virtually,for health and safety reasons,we will continue via Zoom Webinar, as well. Therefore, the August 3, 2023 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see.instructions required to "prepare for the ZBA public hearing which includes: PLEASE READ CAREFULLY. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than July 26, 2023. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by July 26, 2023, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. Instructions for ZBA Public Hearing Page 2 MAILING INSTRUCTIONS: Please send by USPS Certified Mail, Return Receipt the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. We ask that you send your mailings promptly so that if any piece is undeliverable, you can reach out to your neighbors to request their mailing addresses, and re-mail. Mailing to be done by July 17, 2023. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtoLAM.gov or elizabeth.sakarellos@town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors> Assessment Books/Tax Rolls https:Hsoutholdtownny.gov/DocumentC enter/View/9694/TentativeRo112023 IMPORTANT INSTRUCTIONS: - � °Scan and email the USPS mailing-receipts, green signature cards and .affidavits to timf(d),southoldtownny.gov, and *PROMPTLY USPS MAIL** the ORIGINALS to ;the Town of Southold, ZBA, P.O.Bog 1179, Southold,NY-, 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant Laserfiche Instructions for Zoning Board of Appeals Records SOUTHOLD Nrw YORK s� �y starch Q TOTV !+ GavertutTen Sec¢ices isitin Haw Do l.. f, r � ' �8asfi TouiiCode'' OnitneP rnts:i;:; Toiv»Rccotds` /stForni3.:: :*0difp die®' - 'Via,'- "F.�zt�v`p>3�.ygtr.6�3s:. :Weh'&n'F{[aerStCtE •�:�omtsf `Sigst ttp to cc�I�c::;,:' ".�•: .aaiiilu - A{�pikatiQffi_- �:.s..:.� Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche lasertkheaeblink _ .ryweourt:-ep, 1b—;s;ncv HGme Browse Search To OfSourhold TownOfSouthold Name page mune _rt4 _�. Town Clerk Entry properties _. rr':Town Hist«an path �"j T—t— TcnhM,,j:t jid Creation date Z.-Ing Board of Appeal,(NA) --. . .. ... .. .. .. .- .. .. .. .. .. .. SiSf2074 r-_z%t<<:! Page 20t7- .Firs[ n 2 i 29 Ertries Last modified c Metadata >`o:Ttatada:3 awsgld Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche Webt-ink a My WebUnk:t. p I Aac1„I$1gn Out Home Browse Search lown()Nourhold>Zoning Board ofAppeals(ZBA) Zoning Board of Appeals Name "". Page.count �temptatenmt>e '?~ „/� ...... ... .. -.. .. .. .. .. ._ .. (ZBA) Alphabebcal Index s Entry Properties ,aoa-d Actions es Laserfiche Search Guides Path Meeting Schedules "ronr:CJP_',cu:�iltRZnrr�tR Bcar- .. of Ap;:eals(ZBA) Mnuona Ageadaz[Legal Nollces7Heanag5 Creation dateu;a,eridng tRepoR Last modified a•za2cn 11:07:1:AM W special Event P—tm Tr.-rg Ra plrement5 ZBA Off<fa's R Me[atldta ti ZBA Pd— No olicies . rlii.;mdal,ai9g.rd .tceotions ust code 2sa10e(3) y lur scld on L:sbng ZBA Book of Mapped 1977 E—tmg Lcts 1 a9 o<edore&RssuM. ,� ”- A tS,Contracts&Leases cem[healWp.P-��,� f Bulk S<hwlu!es greemen " Page)of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Laserfiche WebUnk lty ,nk:re:p Anets Home Browse Search Zoring Sear.d of Appeais(Z" Board Actions Name page count Template name " Board Actions - - ' — <,'957-1979 EntryPropemim,, r9S0-1999 Path -„�2000 7E\;1P✓'dru:v,:it-:ti i'?2001 Creation date `:_`1 2002 12:21:5F'M X2003 Last modified .ti 2004 3;25!234?11:36:07 A.4t M1 2063 A Metadata .f 2006 :.o'ne'adara ass4,rc7 �2007 2008 1 09 2010 &Resultr � "- ilcy[Pnp-smex:Jsd i 2012 �i 2013 vl 2011 \a 2015 in 2016 L 2017 in Pending +w.neilzhu,cremitaevt7VCaP'cmen>tlsv2 0�-..,t..[1 -••'_•'__ Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Laserfiche Instructions ZBA Files Page 3 TQV3Pj:_ 13. creation aaee Tall •s soars arn«,z —1 75 soars Amort tastmodirea 7014 -16 97 ae-11 sa a.d x 7017 7. .1. Sa d sa —1d ACLOM 70.'0 54 d A.— la ..'ax 75 Board ACaM ii 7023 33 "P5 M se-xuoM"+3 BaarJAmcna -.2, at ..acrd U —,d Above: See listed File Numbers. Click on file you are searching. cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche Web Link Home Browse Search C.Strnrute Search SW =subs by: Relevance Records Management Search -71 IiiIiiiilliligilJ 7016 Reid rame Board Actions-83 page(s! Choose held Pagecount:83 Template name:Board Actions Reset Page 3 Coin and Kristen Cashel PROPERTY LOCATION:162 Laver Shingle Hill,fisher... Page 4 19,2017;7016,Cashel SCTM No.1000-9-1-26 minimus approval to remo... "age 5...y 19.2017 97016,Cashel SCTM No.1000.9-1-26 GRANT,the variances as Search urrns Page 9 COLIN&KRISTEN CASHEL SECTION 009 BLOC.. ,a-:20 Thomas Abig,en(Cashet),PO Box 342 ushers lsland.NY t, , Show more information... a 7018 Board Actors-56 pzige(5] Page count:56 Template name:Board Actions Page 43 9:30 A.M..COLIN CA.ShEL AND V..noes under Article dLSecuon ANN.- ?age 43—ance(s)KRISTEN CASHEL-7016 Req..st proposed Veils located n Other tha Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.4-1. l Laserfiche Instructions ZBA Files Page 4 LaserficheSVebLink ° Myv—Urii,I •WP At-A Home Browse Search 70wnO(SOuthoid>Zoning Board of Appeals iZBA)>Minirte5fAgendasftegal Nottte3/Hearings Minutes/Agendas/Legal "tame .. .. Page count Notices/Hearings '^1957-1979 2 Entry Properties u 1980.1999 --__......__._...,..__..-_-.... ._ r 1 2000-2009 Path to 2010 TownOf outhotTlanmg Board of Appea-ss s.if 2011 ;'ZBnit.�lnut�-tAhendas%:egaf Ni ices:fieanng.5 2012 . Creation date 2013 7[1x'21-J012:S7:40 PM In 2014 Last modified 'sem 2015 1-2115.2016_1.1..-.'N ' r"'i 20'fi 2 Metadata C7 20-7 No etad.ra argned Page 1 of 1 it Eno ..mr+.M - a.a_.a.._aa •.:r.,ar:,a ne_�n4+•s:i^.+s l,^,e�-.-a:_r..-,e..f Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche Web Link • nlywebt,nw I Halo i About Home Browse Search `.ownOK_outhoid>Zoning Board of Appeals(ZBA)>Minutes'AgendasA-egal Notices/Hearings>2017 2017 Name Pag count Template name ZBA-01/05/2017 , 2 Entry Properties - -',ZBA-01/05/2017 Agenda 4 Path ZBA-011052017 ueanng 40 TOV1nOfSOUthold'ZOning 3oard Of AppealS �ZBA-011052017 LN 3 (ZBAJ\M1n01e51A9endW'-Le331 z�ZBA-01/192017 2 NOUceSlHearings\201 �ZBA-01/192017 Agenda - Creation date 12/16/2016 2:15:14 PM ZBA-0210212017 7 Last modified -j ZBA-02/OZ/2017 Agenda 4 6/19i7017 dS?S9 PM ZB.A-021022017 Hearing 45 2 Metadata d1 ZBA-0210212017 LN 3 ZBA-02/1612017 Agenda - No metadata assrgd 2 ZBA-02!162017 Speoal 3 _<dure&Resuhs ZBA-031022017 7 'm7hea@1JPaF-sin 'Uses2 ]ZBA-03!02.2017 Agenda 4 ZBA-03102/2017 Heanng 65 ZBA-03/0112017 LN 3 ZBA-0311612017 Agenda 3 ZBA-03116/2017 Speoal 3 ZBA-04/062017 5 _]2BA-04/C6/2017 Agenda 4 ZBA-04,062017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. li+IU- Ur !LA ;I .+It2 The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will ALSO be available VIA ZOOM WEBINAR - Follow link - httpo.//southoldtownny.gov/calendar.aspx NAME RAKHMANINE M & R REVOC TRUST # 7814 SCTM # : 1 000- 1 23-3-9 � JARIANCEm YARD SETBACK REQUEST: DEMOLISH SINGLE FAMILY DWELLING (AS PER TOWN CODE) & CONSTRUCT NEW 2 STORY SINGLE FAMILY DWELLING E ATE THURS. , SEPT. 7, 2023 10:00 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. (q SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES (Name ol'Applicant/Owner) 685 BUNGALOW LANE 1 j MATTITUCK, NY 11952 SCTM No. 1000- 123.-3-9 (Address of Property) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK L Owner. (V) Agent MARTIN D. FINNEGAN d/b/a 13250 MAIN ROAD, MATTITUCK, New York, being duly sworn, deposes and says that: On the 18th day of AUGUST 2023, 1 personally mailed at the United States Post Office in-MATTITUCK New York, by CERTIFIED MAIL. RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the Current assessment roll Verified from the official records on file with the (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 appl ica ',, piopert ,. ('S'�nre) Sworn to before me this SC-HWEIMMM"ISE 1 th clay of AUGUST . 2023 1 - NOTARY PUBLIC-STATE OF NEW YORK NO.0 1 SC6409457 QUALIFIED IN SUFFOLK COUNTY My COMMISSION EXPIRES SEP 28.20 (Notary—Public) 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. t:' ' • • m CER T I IFIED' MAILA n-( CERTIFIED MAIV .. . Domestic Mail Only' mm ,Roslan r NT-11.576' IMatti tuck r NY 11952 i co Certified Mail Fee Certified Mail Fee �m $4■u5 1:952 � m $4.35 i 1g52. Extra Services&Fees(check box,add fee ,~A �, f.,r _a Extra Services&Fees(check box,add lee ^ ` a�� �`^ `� Q ❑Return Receipt(hardcopy) .$ �^ 1 Q ❑Return Receipt(hardcopy) $ ( ( ) E]Return Receipt(electronic) $ P051it7� i ❑Return Receipt(electronic) $ Pd9t ark Q ❑Certified Mall Restricted Delivery $ Herd. Q ❑Certified Mall Restricted Delivery $ e 17- E]Adult Signature Required $-'` p :k; I r' ❑Adult Signature Required $� � 2r�� I I � []Adult Signature Restricted Delivery$' L '?02 -'v. yfl []Adult Signature Restricted Delivery$ ' 8 023 z,,- "" Postage $1.14 C3sy Ln Postage1R" c C3 $ fFz GE/1 N, 1l n an, C3 Total Postage and Fees y� r I r4 Total Postage and Fees r- g $9.04 w, 5 2 +J �� � r- $ $9.04 $ � Sent To 117 --- Chen chen Liu Gene Doroski St!'eetan ca 4 Bonnie Lynn Court �________ In 720 Bungalow Lane __-_______ . lT' Crty,Stat ;I 10-' Roslyn, NY 11576 Mattituck, NY 11952 ■ • ■ • CERTIFIED CERTIFIED MAIV RECEIPT o RECEIPT �.. Domestib mail only. Domestic Awl on r- m Matt,,tutk:. NY 11952 , Cc Matti tU.ck;t,...NY 11952 M v IT7 Certified Mail Fee $4.35 952 Certified Mail Fee $4.35 �� �1 c7 co $ ,' f¢r� i CO $ . �if' 9` rD Extra Services&Fees(check box,add tee a : te) ![r ��7 ..0 Extra Services&Fees(checkbox,add Jeekldte) /!. 07 Q ❑Return Receipt(hardcopy) $ )Q ❑Return Recelpt(hardcopy) $ L ❑Return Receipt(electronic) $ PostmarkQ ❑Return Receipt(electronic) $ Postmar rs;, Q ❑Certified Mail Restricted Delivery $ G l 2OMere❑Certified Mall Restricted Delivery $ G p �O�Here Adult Signature Required $ru ❑Adult Signature Required $ U 3 ' ❑Adult Signature Restricted Delivery$ru ❑Adult Signature Restricted Delivery$ Posta eLfj Postage $1.14 �ti „ o $ g $1.14 o nQ $ _ '� 'v rl Total Postage and F q� 7* ��Ii412023 r Total Postage and Fees '..-( % / I r- 202. $ M $ $9.04 Sent' Sent To Claire G. Fisher cc _-Str- -- Richard 8s Margaret Chylinskiscree' 680 Bungalow Lane eetan ---___--_ I Ln to 590 Bungalow Lane j Er Cyi 1r o6istat Mattituck, NY 11952 Mattituck, NY 11952 i y MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION &PUBLIC HEARING MIKHAIL &JENNIFER V. RAKHMANINE #7814 t� 685 BUNGALOW LANE, MATFITUCK, NY 11952 w > SCTM 1000-123.00-03.00-009.000 1 123.-3-28 - Underwater Lands Deep Hole Creek Town of Southold PO Box 1179 Southold, NY 11971 aCERTIFIED MAILP RECEIPT 123.-3-8 - 575 Bungalow Lane mmmmmm Frank and Diane Feather ®�th�lde 1i�?� °m Certified Mail Fee - 575 Bungalow LaneCO $ 095 Mattituck NY 11952 X Extra Services&Fees(checkbox,addfee Cid i C3 ❑Return Receipt(hardcopy) . $ AT E� i ❑Return Receipt(electronic) $ C:3 ❑Certified Mall Restricted Delivery ark 123.-3-10 - 825 Bungalow Lane ti 13 Adult Signature Required $ ; u7 ❑Adult Signature Restricted Delivery$ '� Chengcheng Liu Postage 8? r 4 Bonnie Lynn Court $ �.i4 y r-1 Total Postage and Fees Roslyn, NY 11576 0 $ ,,�q Sent To f::..:. ::...:.......:.. r77 Ir Town of Southold 123.-2-8 - 590 Bungalow Lane ;° �t:�etan _________ Richard and Margaret Chylinski Er airy 8-tat PO Box 1179 590 Bungalow Lane Southold, NY 11971 Mattituck, NY 11952 123.-2-9 - 680 Bungalow Lane C3 Claire G. Fisher rti • 680 Bungalow Lane m m nottl.tElier Mattituck, NY 11952: m Certified Mail Fee Co $ $4.35 r ..�-..•-- fi9tit2 Extra Services&Fees check box,add l l�T i-7 123.-2-11 - 720 Bungalow Lane ( ata, b I= ❑Return Receipt(hardcopy) $ ( I Gene Doroski 4 El Receipt(electmnic) $ r 11Certified Mail Restricted Delivery $_ - n P St ark ❑Adult Signature Required 720 Bungalow Lane ❑Adult Signature Restricted Delivery$ Mattituck, NY 11952 y't'11• t!T— V Postage C3 $ $1.14 r-1 Total Postage and Fees ~ ( f Sent To ;,,r,,;,,, 44 m et Er S`fieai Frank and Diane Feather rkv .. 'n 575 Bungalow Lane 0-' City Sta. Mattituck, NY 11952 TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTROLD, NEW YORK 0,61 t*I'l AFFIDAVIT OF In the Matter of the Application of: POSTING MIKHAIL RAKHMANINE AND JENNIFER V. RAKHMANINE, AS TRUSTEES Sum No. 1000- 123.-3-9 (Name of Applicants) (Section, Block & Lot) COUNTY OF SUFFOLK STATE OF NEW YORK MARTIN D. FINNEGAN vYe d/b/a 13250 MAIN ROAD, MATTITUCK New York, being duly sworn, depose and say that: I am the Owner or W Agent for owner of the sulaject property On the,-qLk.- day of AUGUST 2023 1 personally placed the Town's Official Poster on Subject property located at: 685 BUNGALOW LANE MATTITUCK, NY 11952 indicating the date of hearing and nature 01'application noted thereon, securely upon Subject property, located ten (10) feet or closer from the street oi-right-of-Way (driveway entrance) facing the street or facing each street or right-of-way entrance,* and that: I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject h Zing a which hearing date was shown to be SEPTEMBER 7, 2023 mature) Sworn to before me this Day of AUGUST ------ 2023 SCHWEITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK NO.OISC6409457 QUALIFIED IN SUFFOLK COUNTY Notary Public) My COMMISSION EXPIRES SEP 28,20 Z. near the entrance or driveway entrance of property, as the area most visible to passerby COMPLETE THr -CTION ON DELIVERY I 4 ■ Complete it e 1,2,and 3. A. SSENDER: CO ETE THIS SECTION ' re= E3 Agent ■ Print your name and address on the reverse so that we can return the card to you. 1 /�'� ❑Addressee ■ Attach this card to the back of the mailpiece, B. fiecelved by(printed Name) C. Date of Delivery or on the front if s 1. Article Addressed to: permits. p r D. Is delivery address different from item 1? ❑Yes • Claire G. Fisher If YES,enter delivery address below: [3No 680 Bungalow Lane , L Mattituck' NY 11952 10 f I I Ili I IIII IiI I II III 1111,III I IIII III I VIII SII 3, Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MalITM ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted, 9590 9402 8241 3030 7849 63 Certified Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirmatlonTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) I❑Collect on Delivery Restricted Delivery Restricted Delivery isured Mail , . : evrd, ail Restricted Delivery2e9589 3713+ 52704168779 [ t PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address HNIerent from item 1? ❑Yes .....,....- n,. If YES,enter delivery address below: ❑No I Town of Southold PO Box 1179 Southold, NY 11971 -- -- _ — - 3. Service Type ❑Priority Mail Express@ II 1 ❑Adult Signature ❑Registered Mail R ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 111111 IN III I II I II I IN III I II I III I I IN III )Oertified Mail@ Delivery 9590 9402 8241 3030 7850 07 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation i 2. Article Number(IPansfer;from service label)i i ❑Collect on Delivery Restricted Delivery , .Restricted Delivery : :. ^i'---;ed;Mail j j 1 ;1 C 1 1 i 1 9589 0710 5 2 7 0 6 8 3" 8'3 71 16 're$500)d•Mall Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERYi Complete items 1;2' Ftii+3. A+,19 y.};.... name and�tYr}tess on the reverse' Agent so that we can return the card to you. = ❑Addressee ■ Attach this Card to the back of the mailpiece, .B`=!Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes Frank and Diane,,.,.Feat, ry Feather If YES,enter delivery address belo�w:/ ❑No C 575 Bungalow Lane V 1 Mattituck, NY 11952 "I 3. Service Type ❑Priority Mail Express@ II 111111 IIII III I II I II I IIII III I II II II IIIII III ❑ ❑ R Adult Signature ❑Registered Mail ❑Adult Signature Restricted Delivery Registered Mail Restricted )(Certified Mail@ Delivery 9590 9402 8241 3030 7849 94 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from,service label) O Collect on Delivery;Restricted,Delivery: :Restricted Delivery ri. .:.'d Mail; 9589` 0710 5270 06`83` 83771 :09 $s oanRestrictedDeliV y PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I I 9/8/23, 12:35 PM _, USPS.com®-USPS Tracking®Results; . USPS Tracking° FAQs >°s ' Tracking Number: Remove X 9589071052700683837686 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 12:32 pm on September 1, 2023 in MATTITUCK, NY 11952. Get More Out of USPS Tracking: m CD USPS Tracking Plus® 0- v 0 Delivered Delivered, Individual Picked Up at Post Office MATTITUCK, NY 11952 September 1, 2023, 12:32 pm See All Tracking History What Do USPS Tracking Statuses Mean? (https://faq.usps.com/s/article/Where-is-my-package) Text & Email Updates u USPS Tracking PlusO u Product Information u See Less Track Another Package Enter tracking or barcode numbers https://tools.usps.com/gofrrackConfirmAction?gtc_tLabelsl=9589071052700683837686 1/2 9/8/23, 12:36 PM USPS.com®-USPS Tracking®Results , i USPS Tracking° FAQs > Tracking Number: Remove X 9589071052700683837693 Copy Add to Informed Delivery(https://informeddelivery.usps.com/) Latest Update This is a reminder to arrange for redelivery of your item or your item will be returned to sender. Get More Out of USPS Tracking: m CD USPS Tracking Plus® sv n Delivery Attempt Reminder to Schedule Redelivery of your item August 26, 2023 i� Notice Left(No Authorized Recipient Available) ROSLYN, NY 11576 August 21, 2023, 4:00 pm Out for Delivery ROSLYN, NY 11576 August 21, 2023, 9:04 am Arrived at Post Office ROSLYN, NY 11576 August 21, 2023, 8:53 am In Transit to Next Facility August 20, 2023 Arrived at USPS Regional Facility GARDEN CITY NY DISTRIBUTION CENTER https://tools.usps.com/gofTrackConfirmAction?tRef=fullpage&tLc=2&text28777=&tLabels=9589071052700683837693%2C 1/2 9/8/23,12:36 PM USPS.comO-USPS Tracking@ Results -, i I August 19, 2023,,10:51 pm • Departed Post Office MATTITUCK, NY 11952 August 19, 2023, 1:29 pm \� USPS in possession of item MATTITUCK, NY 11952 August 18, 2023, 10:15 am • Hide Tracking History What Do USPS Tracking Statuses Bean? 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"� i /�MM����� '�,:.�',��T�,w,�(,„r "^' r.y+;+,�,�� ��dwz�+`��y.'"J �k*.rr y:^ .r",�,` �E*.�.�� �'� �ri�' �"S,�v� •;z'"^,r 9�,„a�"� . I -- r • • . SENDER: SECTION COMPLETE r gnature Si ■ Complete items 1,2,and 3. A. _ E3 Agent ■ Print your name and address on the reverse X .a ❑Addressee so that we can return the card to you. E. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. delivery address different from item 1? ❑Yes 1. Article Addressed to: .....,.................... ::,_._,..,_,,,,., D. If YES,enter delivery address below: ❑No Is ..................... Gene Doroski 720 Bungalow Lane Mattitu&, NY 11952 l � ' -- ----- - - -`I3. Service Type ❑Priority Mail Express@ III'III'I I'll l�I Ill I ll I IN 0111111111111111111 II I ll Il II ILII II III ❑Adult Signature ❑Registered MallT" ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted' Certified Mail@ Delivery 9590 9402 8241 3030 7849 56 ❑Certified Mail Restricted Delivery ❑Signature Confirmation T^+ ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(rransfer from service label) -,red Mail 9589:4 0 71 5 2 7 D D 6 8;3: 8 3 7 6::6;2 $5 Mail.)i Reil stricted Delivery Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 to rb 40 to 1I 44688af5-d3ae-4581-b1b5-d217d877411e kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,SEPTEMBER 7,2023 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, SEPTEMBER 7,2023: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:00 A.M.-MIKHAIL AND JENNIFER V. RAKHMANINE,AS TRUSTEES #7814- Request for Variances from Article XXIII,Section 280-124;and the Building Inspector's April 11,2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition)an existing single family dwelling and construct a new two story single family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane,(Adj.to Deep Hole Creek) Mattituck, NY.SCTM No. 1000-123-3-9. 10:10 A.M.-CHRIS AND MARISA LAZOS#7809;-Request for Variances from Article IV,Section 280-18; Article XXIII,Section 280-12,4;Article XXXVI,Section 280-207A(1)(b);and the Building Inspector's March 10, 11 2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at 1)exceeding the maximum permitted two and one half(21/2)stories; 2) gross floor area exceeding permitted maximum square footage for lot containing up to 20,000 square feet (buildable)in area; 3) more than the code permitted maximum lot coverage of 20%; located at: 1200 Leeton Drive,Southold, NY.SCTM No.59-1-1. 10:20 A.M.-ALLAN SCHWARTZMAN#7816_7.Request for a Variance from Article XXIII,Section 280-123 and the Building Inspector's April 10,2023 Notice of Disapproval based on an application for a permit to legalize "as built" alterations to a pre-existing accessory garage containing a sleeping room, bathroom and two (2) conditioned spaces;at 1) a nonconforming building containing a nonconforming use shall not be enlarged, SOUTHOLD TOWN BD OF APPLS 2 e4688af5-d3ae-4581-b1b5-d217d87741le kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times reconstructed,structurally altered or moved, unless such building is changed to a conforming use; located at: 1165 West Road, (Adj.to Cutchogue Harbor)Cutchogue, NY.SCTM No. 1000-110-7-2. 10:30 A.M.-GERALD AND ROBIN MURTHA#7817-Request for a Variance from Article III,Section 280- 15 and the Building Inspector's April 14, 2023 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool; at 1)located in other than the code permitted rear yard; located at: 2662 Long Creek Drive,Southold, NY.SCTM No.1000-56-1-11.17. 10:40 A.M.-BERRY P. 2021 APRT#7818-Request for a Variance from Article XXII,Section 280-116A(1) and the Building Inspector's April 27,2023 Notice of Disapproval based on an application for a permit to construct a pergola addition to a single family dwelling;at 1) located less than the code required 100 feet from the top of the bluff; located at 2840 Stars Road, East Marion,NY.SCTM No. 1000-22-3-1. 10:50 A.M.-WINE COUNTRY PROMOTIONS, LLC.#7819:Request for an Interpretation pursuant to Article III,Section 280-13A(1),and the Building Inspector's May 1,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family at: 1)to determine whether the proposed construction is permitted, and whether the proposed intent as designed,and functionality of the site constitutes a Single Family Dwelling; located at:63615 County Road 48, (Adj.to Long Island Sound)Greenport,NY.SCTM No. 1000-40-1-20.1. 11:00 A.M.-GREGORY AND KRISTINA COUCH#7820-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's May 19,2023 Notice of Disapproval based on an application for a permit to construct an accessory structure;at 1)less than the code required minimum side yard setback of 20 feet; located at:345 Reeve Avenue,(Adj.to Marratooka Lake) Mattituck, NY.SCTM No. 1000-114-9- 6. 11:10 A.M.-BJB VENTURES, LLC#7821-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's May 22,2023 Notice of Disapproval based on an application for a permit to legalize"as built"additions and alterations to an existing accessory garage, at 1)less than the code required minimum rear yard setback of 5 feet;2)more than the code permitted maximum 1,000 square feet in size;3) more than the code permitted maximum lot coverage of 20%; located at:1235 Factory Avenue, Mattituck,NY.SCTM No.1000-122-2-18. 1:00 P.M.-KATHERINE OLIVER#7822-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's June 1,2023 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and to construct an accessory swimming pool,at 1) less than the code required minimum side yard setback of 15 feet;2)swimming pool located in other than the code permitted rear yard located;at: 1255 Bay Shore Road, (Adj.to Shelter Island Sound) Greenport, NY.SCTM No. 1000-53-4-2. 1:10 P.M.—JANET VAN ADELSBERG#7825- Request for a Variance from Article III,Section 280-15 and the Building Inspector's June 13,2023 Notice of Disapproval based on an application for a permit to construct SOUTHOLD TOWN BD OF APPLS 3 1 ti e4688af5-d3ae-4581-b1b5-d217d877411e I<imf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times an accessory structure;at 1) located in other than the code permitted rear yard; located at:4297 Wells Road,(Adj.to Richmond Creel)Peconic, NY.SCTM No. 1000-86-1-9.5. 1:20 P.M.-TRUSTEES OF THE MORGAN CROKE IRREVOCABLE TRUST/JESSE CROKE, ET AL#7823 Request for a Waiver of Merger petition under Article 11,Section 280-10A,to unmerge land identified as SCTM No. 1000-48-1-31 which has merged with SCTM No. 1000-48-1-30, based on the Building Inspector's May 24,2023 Notice of Disapproval,which states that a non-conforming lot shall merge with an adjacent conforming or non-conforming lot held in common ownership with the first lot at any time after July 1, 1983 and that non-conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements(minimum 40,000 sq.ft.in the R-40 Residential Zoning District);located,820 Wiggins Street, Greenport, NY.SCTM Nos.1000-48-1-30 and 1000-48-1-31. 1:30 P.M.—SARAH REETZ#7824—Request for a Waiver of Merger petition, reversal/relief from ZBA determination#4546,of March 3,1998,that requires lots to be merged,and permission to construct a single family dwelling;at 1)Waiver of Merger under Article II,Section 280-10A,to unmerge land identified as SCTM No. 1000-49-1-16 which has merged with SCTM No. 1000-49-1-17, based on the Building Inspector's June 16, 2023 Notice of Disapproval; at;1) a non-conforming lot shall merge with an adjacent conforming or non- conforming lot held in common ownership with the first lot at any time after July 1, 1983 and that non- conforming lots shall merge until the total lot size conforms to the current bulk schedule requirements (minimum 40,000 sq.ft. in the R-40 Residential Zoning District);2) prior Zoning Board of Appeals determination#4546,states that subject lot is merged and acts as a single'lot and lot area with the adjoining parcel;located at,825 Cove Circle,Greenport„ NY.SCTM Nos.1000-49-1-16 and 1000-49-1-17. 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/webI!nk/Browse.aspx?dbid=0. If you have questions, please telephone our office at(631)765-1809,or by email: kimf@southoldtownny.gov. Dated: August 17, 2023 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) P.O. Box 1179(Mailing) Southold,NY 11971-0959 SOUTHOLD TOWN BD OF APPLS 4 / r e4688af5-d3ae-4581-b1b5-d217d877411e kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,Suffolk, The undersigned is the authorized designee of The Suffolk Times,a Weekly Newspaper published in Suffolk County,New York. I certify that the public,notice, a printed copy of which is attached hereto, was printed and published in this newspaper on the following dates: August 31,2023 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record in this county,and as such,is eligible to publish such notices. II" , Signature Christina Henke Rea Printed Name Subscribed and sworn to before me, This 31 day of August 2023 ary Signatu °°°e��a4rnnrrr,q AS S7ATE OF NEW PORK . NOTARYPUBLIC: Notary Public Stamp o '• ALBANY N' (� 0IKE63984.43 O •r M ✓I 6fA •• Ci'V7 � \y V81OIV SOUTHOLD TOWN BD OF APPLS !1 FRAMING NO]17ES STATISTICAL DATA & DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS COMPLIANCE DATA revisions date existing situation 08-26-2021 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=115OPSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are minimum requirements and my differ from actual construction techniques) `� 107-% ok? updated site plan(topography) 10-29-2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTT,MIN 12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TOF 1, schematic design stage 12-10-2021 BE 5 FT.BELOW GRADE CONT, PROJECT LOCATION: 685 BUNGALOW LANE 301.1 -CLIMATE ZONE 4A � '` ��i"�s schematic design stage 12-13-2021 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,518'MIN.THICKNESS OR AS NOTED. MATTITUCK,TOWN OF SOUTHOLD,NY,11952 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS design development stage 02-10-2022 4. ALL SUB-FLOORING TO BE:APA RATED STURD-I-FLOOR,EXPOSURE 1,V MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE 402.1.2-EXTEROR FRAME WALL CONSTRUCTION: design development stage 02-16-2022 AND NAIL PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH BD NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. SCTM#- 1000.123.00-03.00.009.000 2X6 wood studs @ 16"o.c. DEC submission 02-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTACH 518"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES SCHD APPROVAL#- R.20 or 13+5:R-13 cavity insulation plus R-5 continuous insulation int.or ext. design development stage 06-23-2022- 1 AND 8D @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL ZONING DISTRICT- R-40 112"exterior wood plywood sheathing(continuous) TOS building permit submission 08-30-2022 FRAMING AS PER R602.3(1). FLOOD ZONE- NA 30 Ib.bituminous felt building paper 6. ROOF SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4"O.C.ON ALL BUTT WIND ZONE- HV @ 130 MPH(high velocity) 402.2.1-CEILINGS W/ATTIC SPACES:R-49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5'OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE EXISTING/PROPOSED FINISHED FLOOR HEIGHT- 12.41'abv,grade 402.2.2-CEILINGS W/0 ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends over wall top plate. SD RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). USE GROUP- R5 402.1.2-BASEMENT WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. 7. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER TRIPLE UPRIGHTS,ALL HEADERS SHALL BE A MINIMUM OF 2 CONSTRUCTION CLASS- 5B 402.1.2-CRAWL SPACE WALL INSULATION:10113,R-10 @ board insulation,R-13 cavity insulation. -2X8'S AS SHOWN ON DRAWING. BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-FLOOR INSULATION OVER UNCONDITIONED SPACE:R-30 cavity insulation. 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE 2"SPACE FOR AIR 402.1.2-FENESTRATION GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). CIRCULATION ON ROOFS. Existing Proposed Required 402.1.2-SLAB ON GRADE FLOORS:R-5 under slab wl 2ft,R-10 ridged foam board extending 2'-0"horizontally/vertical. 9. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft.min. 402.2.4-ATTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-49/as appropriate. 10. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3 Y2"X 3%",ALL 6 X 6'S TO BE ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.4.1-BUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, � T eL .o SOLID 51/2"'X 5'/".PROVIDE 2X6 STUD WALLS FOR PLUMBING WHERE INDICATED ON PLANS. LOT COVERAGE - 2,182 sq.ft.(7.35%) 3,592 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) weather stripping or an air barrier of suitable material. 0 v 0 0 00 Iq 11. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED BUILDING COVERAGE- 2,182 sq.ft. 3,312 sq.ft. 402.4.2-FIREPLACES:all wood burning fireplaces will have tight fitting flue dampers and doors and outdoor combustion air. 0 U U LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. LOT WIDTH- 125 ft. 125 ft. 150 ft.min. 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned o. qj �' O 12. NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE AS A MINIMUM.ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE.ALL EXTERIOR HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. spaces. - Ln � - * Q NAILS ARE TO BE GALVANIZED. HEATED AREA- 1,885 sq.ft. 3,120 sq.ft. 403.1.1-THERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a M � < FNQ 13. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. LIVABLE FLOOR AREA- 1,682 sq.ft. 2,942 sq.ft. 850 sq.ft.min heat pump system having supplementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet C) ; N 14. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON H2.5A"OR ' heating load.Maintain temp.@ MIN.55 degrees and MAX.85 degrees. s w Q L 0 -, APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. ROS OR AREA FLOOF BLDNG- 403.3.1-MECHANICAL DUCT INSULATION: '� 0 CL Z 15. ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL"TRUSS JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND ___ OUSE IST FL 2,181 sq.ft. 3,324 sq.ft. supply/return ducts in attic:R-8 minimum - % O N • HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL HOUSE 2ND FL • sq.ft. 822 sq.ft. supply ducts outside of conditioned spaces:R-8 minimum N v •i 10 LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-314"LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND all other ducts except those located completely inside the building thermal envelope:R-6 minimum C7 U - ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. TOTAL 4,146 sq.ft. 4,317 sq.ft.Max.(10%ADJ.AREA+3,350 sq.ft.. ducts located under concrete slabs:R-6 minimum. Q) >0..0 U 0 - 16. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF Y2"DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16"O.C.@ W FROM ducts buried in the ceiling insulation shall have min R-19 above and below excluding the R-value of the duct insltn. - EDGE,GLUE CONTINUOUSLY TO ALL EDGES. Principal Building Setbacks: 1,. 403.3.2-DUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. N ? I >- 0 17. STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100.97' 88.35' 50'min. 1 C"-) C H 403.3.3-DUCT TESTING:A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on Z 2 PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: REAR YARD- NA NA 50'min. t'1/c all homes and shall be verified by a rough-in test and post construction test. 18. NOTCHES IN THE TOP AND BOTTOM OF DIMENSIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED SIDEYARD E- 4.60'ex.non conf. 4.60'ex.non conf. 15'min.1 side t1l, 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with EARTHWORK CALCULATIONS IN THE MIDDLE ONE THIRD(113)OF THE SPAN.NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 114 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS SIDEYARD W- 22.12' 20.20' /j/-- an automatic or gravity damper that close when the ventilation system is not operating. SHALL NOT BE WITHIN 2"OF THE TOP AND BOTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 113 OF THE JOIST DEPTH. SIDEYARD TOTAL- 26.72' 24.60' 35'combined minimum `0, 403.7 -EQUIPMENT SIZING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. 19. STRUCTURAL LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, BUILDING HEIGHT- 13.66' 26.50' 35.0'(@ 21/2 stories) 404.1 -LIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps. AREA TO BE REMOVED FOR BASEMENT/CRAWL 4300 CF PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED -WATER HEATER:minimum efficiency established by NAECA. W BELOW: Accessory Building Setbacks:NOT APPLICABLE -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. AREA TO BE REGRADED ON SITE 2090 CF(at approx 12"depth average) r 1 FRONT YARD- NA NA U DOUGLAS-FIR#2 REAR YARD- NA NA "The contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. I AREA TO BE REMOVED FROM SITE 2210 CF Fb BENDING: 900 psi SIDEYARD SW- NA NA Ft TENSION(parallel to grain): 575 psi SIDEYARD NE- NA NA _ - - - - __ - __ _ - - _ - - W O -C O Fv SHEAR(parallel to grain): 180 psi - - -,-_-� i-�:_ - -__.-. - -- - g' ABBREVIATIONS - - o Fc COMPRESSION(perpendicular to grain): 625 psi Loads: .._.- - ____.-.-.-.- - --- --- - - - -_--_- =�- -_--; O o` Fc COMPRESSION(parallel to grain): 1350 psi p.s.f. - ----- ----- - - --- ----- - - - - - N O SNOW LOAD FLAT ROOF- 157' AC AIR CONDITIONING UNIT --.-.-.-.- - --- -- - - - - -- - - V) N ') 0 E MODULUS OF ELASTICITY: 1,600,000 psi GROUND SNOW LOAD- 25 p.s.f. _- _---- --- - -_ - - __.- -_._ -.-.._ .-. 6' � o O SNOW EXPOSURE FACTOR- .7 AFF ABOVE FINISHED FLOOR - __ - _-__.__-_.- -,-.- - -__._v.__ - -.�� _�"-- - - -- 5' ui O O Emir. MODULUS OF ELASTICITY: 580,000 psi - , - - - -.-__ ____ _-- <G_.- .-.__--_.--� ALUM ALUMINUM - --- --- - - - _ _ G_ _ _ M >.. 3„d SNOW LOAD IMPORTANCE FACTOR- 1.0 - -._.-_._�-.- - -- --.-- -- - - - - � P- - - Q/ BF BOILER FLUE ,-.- - - -. - -_. - -'-- -' --- NO-.GR�� - -- --- _.- 4' O MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) _ -.-.-. - 9-.- g . -.-.--- - o GRADE=1.9E GRADE=2.0E WIND LOAD IMPORTANCE FACTOR- 1.0 B.O. BOTTOM OF ____�-`_ -_- __- ��G PRQ�NE� �_- 3' w O ~ Fb BENDING: 2,600 psi Fb BENDING: 2,900 psi WIND EXPOSURE- D 47.7 p.s.f. - -,-,-,-_ _-_._-._.-,- -- -.-.- - - - ___T-_ - - - - r d CV C,� P P (D CMU CONCRETE BLOCK _ - _- -__ -.- --.-- - - - - - - - -- --- - -�c6 7 i) LO CN Fv SHEAR(parallel to grain): 285 psi Fv SHEAR(parallel to grain): 290 psi WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f.(Zone 4)70.3 p.s.f.(Zone 5) _- - -.-.--.-_ _..- _._..-.� -.- - - - - - -N--- "-- _ I L � _ - I 111. (/") Fc COMPRESSION(perpendicular to grain): 750 psi Fc COMPRESSION(perpendicular to grain): 750 psi ROOFS=67.7 p.s.f.(Zone 1)79.2 p.s.f.(Zone 2)134.0 p.s.f.(Zone 3) CO CLEAN OUT _ __-_.s.___..-__._.-.-.- _ __ --�� - (P grain): P (P grain): P (living, ) p• CR CEILING REGISTER - - ,- -_ -._-._- -.-.---`-_� - N r���- --- - 7 m r 0 4- Fc COMPRESSION(parallel to rain :2 510 psi Fc COMPRESSION(parallel to rain ; 2,900 psi LIVE LOAD livin ,1st floor - 40 p.s.f. -.- --- ---- - - - - - - -_ - E MODULUS OF ELASTICITY: 1,900,000 psi E MODULUS OF ELASTICITY: 2,000,000 psi LIVE LOAD(bedrooms)- 30 p.s.f. -.-_-.-__.- -.-.-- .--..-- -- --- ---- - - Y a0 CLG CEILING - -.- -_ - - -.-..-._.- _- _ � - -- -- � _S � LIVE LOAD(ext.decks)- 60 p.s.f. _-__ - ___-,-.- _-,---_.-_ __- -.-..- _._j�-.. __.- � _-_ / 8' U 1 CONIC CONCRETE - --- -_ - - -- - -_ ___.- - - -.--.___.- / ) :�i, � ti,f„�/ CONV CONVECTOR _-_�-.--_�-_�r. --_- -- --. _ -.-. -- -/ / - U ELECTRICAL NOTES GENERAL NOTES cw COLD WATER _^`--.!-, --�--= _ _ - � _.-- / , _ <„ DW DISHWASHER (J - / ` / UJ DTL DETAIL - -- _____._-.-.-.- -.-.-�__�______:�_ _.�.- -.-.-- �./ Y 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. DIA DIAMETER --- -=- --- : -_- --- - 0�� DIM DIMENSION -.--.__ -_- / ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER DN DOWN --.-"-._ - - - - -_ ____.-_-. f' ^� n) SPECIFICATIONS. ANYTHING NOTED ON THESE DRAWINGS. DR DRAIN �- `- -.- -- - -.--- '��� L.L �,/ 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING DWG DRAWING - -- - - - - - - •X"c��o LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE REGULATIONS. EJ EXPANSION JOINT - -- - - - - - - _�:__-- �"OP"A ,. c� �.�. AND INSPECTION SHALL 13E READILY ACCESSIBLE. 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING EL EXIT LIGHT ---_._:- -- -- - - - - _ � J� �G��oo0F 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. ELEC ELECTRIC __ :-,- - - --- .-�-- "* ��o° ",o�'"� 7 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT TO THE EQ EQUAL - - -_-- ---.-_ /1 , �� I 0. a. 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS.DO NOT SCALE EQUIP EQUIPMENT _=--_ - ,: 'Xa5 P� / ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP,UNDERGROUND ELECTRICAL MAIN,CONTRACTOR SHALL VERIFY THE LOCATION OF THE DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. - -_ __ _.- __ / e / NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE EXT EXTERIOR - - - - / 0 SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER S) USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. FAI EXISTING -- fr ( FAI FRSH AIR INTAKE AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS FE FIRE EXSTIGISHER ,---,-I ' / I (/) U 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. AND ACCEPTED SAFE CONSTRUCTION PRACTICES. FP FIREPROOF ae 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN FH FULL HIEGHT `03 f1/ 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. FIN FINISH(ED) ,/-1 ./. � , �� 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS FINFL FINISHED FLOOR / I 1114011111", - 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONNECTORS. CONSTRUCTION PROJECT. FIXT FIXTURE - �- �" - �w '� 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A FLDR FLOOR DRAIN .� --�- r a .C: 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. MINIMUM 28 DAY STRENGTH OF 3000 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. 4' -- �- _�„_•_.----_-- °m a al, Cyt / GB GRAB BAR _ 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF -Ft. 11. ALL FRAMING LUMBER TO BE HEM-FIR#2,S-DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). GWB GYPSUM WALLBOARD CO�.o .O O -Z 7 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. HM HOLLOW METAL -� 0 0 Q 'G 00 �,,, �� _`--_ / U 14.INSTALL RECEPTACLES 114 KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. 13. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. HVAC HEATING,VENTING AND AIR CONDITIONING 5 " 'O �" // 15.ALL BATHROOM,GARAGE:AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. 14. ALL NAILS,FASTENERS,FLASHING,ETC.IN DIRECT CONTACT WITH ACID TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HW HOT WATER - '-- 120.- - / 16.INSTALL LIGHT SWITCHE;>AT 42"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 15. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND --____� _____ - - 0 // ID INSIDE DIMENSION 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE'/:SWITCH ACTIVATED AND Y2 WITH CONTINUOUS ELECTRIC CURRENT. RAFTERS TO EXTERIOR WALL PLATE. INCL INCLUDING 6 'rJ '? 0�� / d ob # 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE. 16. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. � � _�------ -�/ 8. INSUL INSULATION CO47 w �-��---'y - � 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. 17. FOR FLOOD VENTS PROVIDE A NET OPENING OF 11NCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. --�'�~-J -� 18. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. INT INTERIOR n� / 20.PROVIDE LIGHT FIXTURES AS SELECTED. JT JOINT _ ---•'r * -'- "11 100" ^' 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND INTERCONNECTED. 19, ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. `� --------- LAV LAVATORY T �� `� ,r-- _--- ~--'_- � � � ' 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. 20. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. -'---� -` --------- __ ----------- �� MO MA50NRYOPENING � O) �" 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF 21. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. MTL METAL 21.5' N DISCREPANCY OCCURS 17OR ADJUSTED LOCATION. 22. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. MIN MINIMUM a f f PROP_- \ pop Z2' ~�� 9' 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 23. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF MISC MISCELLANIOUS 'PROP. Z2 , OSED HEALTH AND WATER AUTHORITIES. MAX MAXIMUM -'_+12.10' \ 24. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. 9 60 - property address NOM NOMINAL _- � -1 25. ALL STRUCTURAL STEEL TO BE ASTM 50 WITH ONE COAT EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,I/ 40.2' - 21,5' -•� O p p Y NO NUMBER NON-O STING , 26. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Mc �' 14.5' ` x � . RO 66' OC ON CENTER •_- �� ROPOSED. Eo 685 Bungalow Lane CONCRETE NOTES 27. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND BASEMENT IF APPLICABLE.POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF ti APPLICABLE. OD OUTSIDE DIMENSION ` �., ''`' Mattituck, Town of Southhold OPP OPPOSITE \'_ tON � 28. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. PTD PAINT(ED) EXISTING �, ."' �C n �'� 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTIO14 SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 29. ANY ALTERATION,REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING P OPO E '�x� IDSEd 10, New York, 1 1952 PR POWDER ROOM `�\ K ',/ HISTORY \ .X` RSTORY OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. PLWD PLYWOOD DWELLING N, _HEATED. ,X�',X�>�NEATED f✓" 2 DAYS,CONCRETE PORCHES,CARPORT SLABS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,500 PSI. PART PARTITION , 1-STORY \ �. 14 EN I J 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM POL POLISHED + _ - > ` . * 6 r FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION D EMO LITI O N NOTES RD ROOF CRAIN o HEATED �\� �� � r A 0 . REFRIG REFRIGERATOR O FF=+12.4' I ,.' \\ '� a p ,4 drawing Inst 4.. SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT(5%)OR MORE THAN RES RESILIANT (Z o!POOPJdoaCH I S. � ' - _ 7 PERCENT(7%) 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. RM ROOM ,, 1.3' ,_ A. KEEP FORMS IN PLACE,(:OVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. C\ '�� `�.E i A001 PROPOSED SITE PLAN RO ROUGH OPENING 15.9' %w ystoRv \:' ; ( STAT DATA POUR. 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. SK SINK 1� o \� `EAM, ' �- �,.F NOTES B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. SMOKE 10 92' <d B 3 , , 7,.0 N I_-------_-_--. 11' t" 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. SIF SQUUAREDFEETTOR CU NON�N RMc 12.1' ' 12 2' o ty ,/ r A101 PROPOSED FOUNDATION PLAN A. PORTLAND CEMENT AS F'ER ASTM C150-TYPE I. Z) cq n `/ 6by./�- A102 PROPOSED FIRST FLOOR PLAN B. CONCRETE AGGREGATES AS PER ASTM C33,%4"MAX.SIZE. SO SLAB OPENING O -----"'� - ' f (STORY' ` A103 PROPOSED SECOND FLOOR PLAN SOP SPRAY ON PAINT (o f - STONE RET WALL --NHEA. C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. ST STEEL � ,-1--""`� r -----------_ ,/ /(" I % - �I 12 A10 PROPOSED ROOF PLAN D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM STAIR NOTES S.S. STAINLESS STEEL 11 15�, o�c I oars o OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. SW SHEAR WALL S,y I _...... I I A201 PROPOSED ELEVATIONS E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR TB TOWELBAR 12' S Zt I �� �'' �, - II A202 PROPOSED ELEVATIONS F. WATERPROOFING AS PER ACI 515.1R-79. FROM THE FLOOR SURFACE OF THE LANDING. T.O. TOP OF I 0 I !' 13' 4. ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). -GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. TE TOILET EXHAUST " -,_PROPOSED 1. I A301 PROPOSED SECTION 5. ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. -GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". TR TOP REGISTER I I i DRIVEWAY. . 6. THE CONCRETE CONTRACTOR SHALL COOPERATE N SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. -HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. TEMP TEMPERED 13' - ! t ,, -�- ° , 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS -HANDRAILS SHALL PROJECT NO MORE THAN 3'/2"INTO REQUIRED STAIR WIDTH. TERR TERRAZO /',( _ _P /HVDRo-Acm�rA - "- = I -HANDRAIL GRIPS MAY BE CIRCULAR,1''/."TO 2"IN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6'/."WITH A TV TELEVISION / / j�`- I TREATMENT U IT \ j� �� 14' PRECLUDE ANY CORROSION. _` 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. MAXIMUM CROSS-SECTION DIMENSION OF 2 W. NP. TYPICAL I I o /�� % 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON -MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8 Y4".MINIMUM STAIR WIDTH TO BE 36". U.O. UNDERSIDE OF I � I x.FeE GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. -ALL OPENINGS BETWEEN SPINDELSIBANNISTERSIOPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". UON UNLESS OTHERWISE NOTED 14 I I RENco PUMP �� STONE RET.WALL 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS"C',WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSITION TILE A L 15' CORNERS AND HOOKED AT NON-CONTINUOUS ENDS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT VEST VESTIBULE SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. VENT VENTILATION 15 _- --- -Box I_ � 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. W/ WITH -�'- 'La°' , 12.EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS W/D WASHERIDRYER 16' I -- I�,,�- ---'• -"'-f 16' SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. WINDOW & DOOR NOTES ---- ----- WC WATERCLOSET -11 13,FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT.FROM WP WATERPROOF � ' I IS ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. 1.ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. WIC WALK IN-CLOSET 17' --- � 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION. WR RESISTANT `_ /_ L�EACPi a DEEP - l () 15.ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION 3.ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. WD WOOD - '\ JOINTS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. WH WEEP HOLE �., +f -t- VERTICAL { %EXPANSION W REVIEW BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. \,-. VERTICAL PLANE. 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 ___-----_- i 17' 16. ALL FORMWORK AND PLACING OF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WIND ----__-__�- I BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7116"AND A MAXIMUM SPAN OF 8 18' _ _ REINFORCING STEEL FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE BUILDING COVERAGE KEY ��`'- Ii N PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. �`O I, ALL REINFORCING STEEL SHALL BE ASTM A-615,GRADE 60.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE Il. ��o i BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE 7.TYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. EXISTING 1-STORY `,- i s WITH ACI STANDARD BUILDING CODE REQUIREMEN-S FOR REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE &ALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. HEATED STRUCTURE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS OTHERWISE INDICATED ON THE DRAWINGS,THE CLEAR CONCRETE COVER PROVIDED FOR PROPOSED 1-STORY ~~`�`� �� j �� \�t ��--�\ \ W '�� oP�EER✓F,c /J` date: 8/31/2022 REINFORCEMENT SHALL BE: \ 0\1 HEATED STRUCTURE 19' N v�� �F� ro ect: 685 BL A, CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: =3" B. EXPOSED TO EARTH OR WEATHER#6 THROUGH#18 BARS: =2" PROPOSED 1-STORY W n by:e•d. #5 BARS AND SMALLER: =1.5" 0 UNHEATED STRUCTURE `�� 3 10k 18 '' � kd by:a.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND(SLABS AND WALLS): =0.75" 0 D. BEAMS,GIRDERS,COLUMNS,PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" PROPOSED 2-STORY 11 125" STEEL REINFORCING REQUIREMENTS IN FLOOR SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. -� HEATED STRUCTURE •19, N610 40,53 QN� N� ng CONCRETE PORCH SLABS AND EXTERIOR CONCRETE WORK SHALL BE MINIMUM 3,500 PSI,AIR ENTRAINED,4"THICK WITH#4 BARS AT 12"O.C.EACH �' PROPOSED SITE PLAN / 1. 031`r�� A-001" WAY WITH 6"x6"-W1.4xW1.4 WELDED WIRE FABRIC('N.W.F.),UNLESS OTHERWISE NOTED OR DIRECTED BY THE STRUCTURAL ENGINEER BASED ON SITE PROPOSED PORCH EDGE GF PFVEMENt P�0 O F t4 s: {.�-0 l0 1 1 I I+I vNG 001 SCALE: 1" = 20' chn L Frey J ` CONDITIONS. , Q v #031547 revisions date % existing situation 08-26-2021 I I updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 / schematic design stage 12-13-2021 % design development stage 02-10-2022 design development stage 02-16-2022 ' DEC submission 02-23-2022 design development stage 06-23-2022 40'-2 1/2"+/- 14'-6" 21'-6" % TOS building permit submission 08-30-2022 EXISTING I 6" 20'-6" 6" � 4 / � 1 f A-301 / 4 I "t r_____________________ _____, I U ,a' 0 0 I 0 0, 0 V 6"PRD.CONC.WALL Q Q W/5/8"0 x 16"I GLV. t / M O QJ Q .; 1 STEEL ANCHOR BOLTS ( I ' `0 '�= IL N rl I 1 @ 32"O.C.TYP. I I / • N .C_;• / 1 ; I I ON 8"h x 14"w FTNG i I , O Q ' Z 01 i' 4"PRD CONC.SLAB OAT GRADE ON VAPOR BARRIER —� I 'L I O O { "y: ON COMPACTED FILL 1 I I 1 C n Z `Z jj 4 7 114 (4, Pro To of Slab I % EX.NON- 6p) +11.65'+/-(+11'-101/4"+/-) CONE, Uj ` ' ALIGN — t I PRD.CONC.STEPS r 1 / 1 I I v { / I -j I / , .. r • .. .. ,..:... ... K.,. 'Y fir....:..:•. .,t.,... 1. ..,,v ,J. , '1 - N l 1. t " Z I 4: UP , iD - 1 r---------------------------------------------------� 1 w 0 0 1' 1R / ir. iV i 'F. I I 1 ' L O t t I O f `' / -- --------------------------------------- i 1 / w � 0 O 0 0 M T.O.Wall Prop.To of Slab T.Q.Wall I z `n (_V @ +11.22'(+11'•23/4") -(+7'10"+/-) +11.22'(+11'-23/4') c . _ ICIDO to 0 o 00 Z 4-- 8"PRD.CONC. WALL 1 I ' NO /5/8" x 16"I GLV. W/ 0 'r,. C t STEEL ANCHOR BOLTS CRAWL LINE OF FLUSH 3-2xBs(2"x7 1/8"ACTUAL)GIRDER ABV I I , i ICONC. 32"O.C. P. ------------------- _ _ / ------------------- G-------------------------- ---------------------__ __----_----------------_ t ON8hx16wFTNG �- ----------------------- BASEMENT I .;.; .;�. @ t,_ ------------------ ____ -------------------------- ---------------------- PRO.(-()N(-, 1 I O I "; I / N i I / Y / II 4"PRD CONC.HAUNCHED SLAB � ;��3 I 4"PRD CONC.HAUNCHED SLAB ON 3"COMPACTED GRAVEL I I ON 3"COMPACTED GRAVEL 24"x 24"x 8"D %r' I I I I I �•�'., PRD. CONC.FOOTING '' r I I W1#5 REBAR 6"OC EACH WAY / BASEMENT Ex.To of Slab I ; : I I ? I 1 2"FROM BOTTOM ---1I _ J ♦ I / ®d PRD.CONC. 4,57'+/-(4'-10112"+/-) 1 1 _': 1 4"0 TUBE STL CLMN 1_r --------_-_--__-- -------------------------------------_—_ _ _ __ ____ ___—___ _ ) I I 1 I D. _ —__-- _ — -- I LL' i ON STEEL PLATE I N j I I AC DUCT L----- -- —__-----�--_-------------------------------- --—– --J L– –J 1-–1 ------ ---- -, _-------------- ------------ --------------rt -- ——-------—-----——----—------------- ------------------------------------------ ! f I I j� t J " 111 FURN. AH1 I AH2 I 111 AC DUCT 4 1 T ,> --- --- ----------------—----—---------------------------------------- ---------------------- -- ----- - ------ -- - -- —— --------- ----------------------------------_—__ 1— I I I I t 7 I I I c> Ir I I r� tillDN I i fis 1 R °— I I I I IIII i�cD v v~i �;<` , IIII :•, I � I ��♦ I �,. � ' X i, / IIII t 1 I i a I / i IIII I I I _ I I I I �"A"♦ � �I t 1 ;,� I N ? 1111 •'t;` ,� _ �;5 _ m `•� ' IIII ,: N N I •t, I i';• / 1111 j r: fa t �' IIII o :''� ,r.' � � N I •'.t I I >,;,. O 'I I 1 Yr. nn CRAWL Y Prop.To of Slab IIII DIRT I ;',? �' 4.57'+/-(4'-10 1/2"+/-) I I I o dob # �•y: , IIII �,; --T--T--T---I--- I I 1 �',e;' I •— I I 1111 I I I Zo: I J , � • I I I I i 1 ":y� I � 1111 � .i i_ i r ".:, ;•`.�. :s'.. •:` IIII I r ;:;." IIII � ,:�.. .•...;`; :,,.-• �: � - Y/ -i ,.- 1111 I �' •r• I I / IIII ___ _ I BASEMENT I „r0 ertaddress IIII i PRD.CON, . M M 1 685 Bungalow Lane, OL Ex.To uc , Town of Southhold of Slab i I «' i / Mattit k 1111 5.20'+/-(5-21/2"+/-) r;'• I I New York, 11952 ' � IIII l I ��,�'. I I '.4',• ( � ----- gk Prop.Top of Slab i drawing list �.. � I12.22 / - 4"+ I i i 1 I A001 PROPOSED SITE PLAN STAT DATA NOTES c�'± .. `r; I .. I ♦ I I 24"x 24"x 8"D PRD. CONC.FOOTING I 41 I 4 A101 PROPOSED FOUNDATION PLAN W/#5 REBAR 6"OC EACH WAY I I A102 PROPOSED FIRST FLOOR PLAN .i, I I. •\— CV ( 2"FROM BOTTOM r ---1 A103 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN 4"0 TUBE STL CLMN � I I (V ' N 1 o I ON STEEL PLATE I I I , �`1 J ♦'� r:; cI I I I (V •�:; I L____J I ',••; / {. i. ♦ =r': t I I I A201 PROPOSED ELEVATIONS g: s: cd A202 PROPOSED ELEVATIONS I I I LU I I i ' 1 T.O.Wall A301 PROPOSED SECTION l 14 / I ` rr EXIST/A/G Nol (94,92) , °a s. +12.22(+17-2314") I j.- I / ly f WJE 8"PRD.CONC. WALL Lu III a, , I ,,• I W/5/8"0 x 16"1 GLV.ANCHOR BOLTS / Ss O rr , I .4,• I @ 32'D.C.T PI , �l I I / J S / �� I -: i ON 8"h x 16"w FTNG Q I i O ' L-----'- r ----1r-----------r--------4-^-------------------� Ir - / Cq L_________ _______________ ``^^ 20-211 1 vJ / % P' "(20.2o) OSED l WALL KEY EXISTING STUD WALL / 2p`0/r S•YS. D WALL 8" 20'-2° s° \���StoQ�ER✓F,� �>� date: 8/31/2022 NEW STU40-2 1/2 +/- 14'-6" 21'_6° t �� F� ro ect: 685 BL EXISTING n by:e.d. LU ♦.;., EXISTING MASONRY WALL ' kd by:c,j, '- (P EXISTING FOUNDATION WALL i ng NEW FOUNDATION WALL PROP. BASEMNTTOUNDATION PLAN 9T 03114 Ao 101 SCALE: 1/4" - 1 chrl 1yE� A-1 _101 l frey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 % 40'-2 1/2" 36'-0" schematic design stage 12-10-2021 +/- -"-- EXISTING PROPOSED schematic design stage 12-13-2021 11'-5 3/8"+/- 16-1 1/4"+/- 11'-5 1/4"+/- 14'-6" 21'-6" ' design development stage 02-10-2022 FOYER ! development stage 02-16-2022 5 1/2" 20'-7" 5 1/2" DEC submission 02-23-2022 SCREEN RM / design development stage 06-23-2022 TOS building permit submission 08-30-2022 7' / gl / 10 1 V c. U Co a �iS K r / 1 E � '_ •�? acv / / \ Ln c/ v 1 / , / / o_ / 8 / 2 1 �;�¢ \ v o Co U o �o A-201 / A-301 _ LIN OF DECK BV--1 a N EX N4-7 o (4.60) / `1 I / / i PATIO \ / N eoNF, STONE TILE / 9' ----------- Ij j Pro .Stone atlo _ III zx +12110'+l-(+12'1 114"+l) III On , W / \ 11 g° SKY 2/ ANE �----------------------- ------� SEE 2/A-2n TEMP TEMP I I EMP TEM :EMP I TEM PROVIDE 4 1/2"SILL _ -� I I LL DOUBLE I j DW j I i .eke a (V / W O OVEN I I I I p e D \ O L-------- a9' °°Oo-o 'n O ---------------— TEMP TEMP TEMP � � w•° •;� " r 0 O / r7 1=1 mi i PROVIDE 8"SILL vii/ \\ V) \ � O O 0 ' -;----J L----J L----J L----r- I I I \\� C / s P'�°Rn , ry O DINING RM I I KITCHEN i ��'°° p r m I WOOD FLOOR I I WOOD FLOOR I w •°°o W O / N / -� CLNG:T-11" Ex �- I I CLNG:T-11" Ex. ~° °•�, d CV Ic C15 r---- I r----1 r----1 r---- I I I I O •.o• Z 0, CV j LL SEASON RM \ Y r I I _ J� I I WOOD FLOOR-Ir pip / I I FIREPLACE CLNG:Y-0" iV Z L0 IL---J I I I I w \ oO Z r I I I ( _______________ LINE OF BEAM ABV- m � •� I I I I ----------------------- \ ['',_ ~ F-1ISLAND S PVQ°• i BEDROOM 1 rEjj '.�:`' WOOD FLOOR WOOD FLOOR Uj CLNG:T-11" Ex. I CLNG:VARIES •.o / / LIVING RM / WOOD FLOOR " 1"° ': N / _. 4 CLNG:T-11" Ex. co I SKYLI T S (LIGHT ( I CD I ABO I I ROVE I - CLryl OSET N 1 11 111 11 111 AI 111 11 1 ` 0 1_!I—_�--—E�II_11_�1���E 1 I I N I i1 111 11 111 11 111 Il i L_ J L —J m 1 1 1 °1 1 1 1 1 1 1 I I 1 1 1/ 1 1 1 m I I ` •. •` . I-- --------- --------+— a_� I I I I o� - LINE OF RIDGE BEAM ABV - I I I m OUT.SHWR. m 0 � / M / I I I IPE DECKING w' I 2 I r----1 r-----1 I I I I f I i I III • ..� + / II I I I I 1 A-202 _ I SKYLIGHT I I SKYLIGHT I • � pa ' A-202 / 5'-0" 3'-10 1/4, 2' 0" I ABOVE I I ABOVE I 1 Ir I i� / CABIN TS ABV ------- ----- `� BATHROOM 1 I I I I I I WASHER DRYER •oQneG , In , TILE I II I ' + CLNG:T-11" Ex. `. / �- i �- I I 11 I L------JL------J r o % FIREPLACE /` VVDR R PANTRY o __I__Wn 1 �, N ' Pron. 1stFloorSubfloor �, CLNG:T-11" LNG:T-11' � _ I `-� / % /� _-i-- I +12.35'+!-(+12'-41/4"+/_) - LAUNDRY - SAUNA .°I e - 9 TILETILE .b' -I-' CO CLNG:8'-0" CLNG 8'-0" ____ ►+e0o c -' � r : r0 9 Q - '• ai i / dob # Ex. 1st Floor Subfloor �< n / +12.35'+/-(+12'-41/4"+/-) z� F: N M o7BENCH/LOCKERS 10 M PROVIDE 8"SILL PROVIDE 8"SILL =7 7777 STORAGE o L JI / LEDGE TEMP TEMP TEMP TEMP / CV 0 i LINEN ----� , In J / BENCH I ATTIC I ACCESS I L----J ` N property address f _ _ r BEDROOM 2 "-!-" BEDROOM 3 / "•' GARAGE 685 Bungalow Lane, Prop.To of Slab PITCH SLAB z Mattituck, Town of Southhold -I N BATHROOM 2 WOOD FLOOR118"PER FT Qr° I WOOD FLOOR =1-� SHOWER/ TILE i CLNG:T-9 1/2" Ex. E DN +12.22'+/+12'-23/4-T;-1- PR CLNG: I � CLNG:7'-9112" Ex. I / _I__ oo CLNG:T-11" Ex. I_ IR LU New York, 11952 LIJ C, I ` / - I _ N sP� P• De�o° P• �O: °i e9`��D / . El LU N U) W o 11 \ drawing list ' \ A001 PROPOSED SITE PLAN / w ^° e A e o e °�°aha. °°�° .a.' wB °obFo• STAT DATA � pR�ar �,R�ar O P o b�• 0° 0 .s�B a O P o° °1 O @ °• O- ° • O• ° , / / / C'J e.Poo°i 0•e P°QPeO�e°O' 1 °• • O"°�• • OeS�'e 9• • 0°�P o0°a 6 Oo9`p °' O-°9'D Y• O'P�. p• •.N! •DD - . / •UD c>9+O eDD •DO boo R '°p� i o o° O \ \ r NOTES J10, roo e o 000 . p .eeo rvo ° 1 O 10•o° °.e° ° °'° io a �,e� ° ♦°•o ° _ I°•° +°�o •. o' ,�°�°R • o I / '.o• '.o• •• °' ° °• •'°' '°' ° b 4"PJ TUBE STL CLMN '.o• ►P ev O P OQb�Q. , A101 PROPOSED FOUNDATION PLAN r ON STEEL PLATE / A102 PROPOSED FIRST FLOOR PLAN ' •io ooe i A103 PROPOSED SECOND FLOOR PLAN ° •.o Oqe° o ° •,o;'` °° o ---- LINE OF BEAM ABV------- --- -----_ ---- / o A10 PROPOSED ROOF PLAN °apo °R ° Pe0 i0 s°'v0e � I •.��o °' Oo� vJ ' N C7 PROVIDE 4 1/2"SILL PROVIDE 4 1/2"SILL •° I A201 PROPOSED ELEVATIONS a%' ° •,c• A202 PROPOSED ELEVATIONS / TEMP A TEMP A301 PROPOSED SECTION I lS Tl 14:1./rr(�4 / / A"POb09 D ° . O O , llO ►P 0a0 O•°�p r————————————— I ————— NG NDN 92) e'. o e p e°� •Do •Do I r �(/ ooMFp "< R •r O b ,�o,•O Po °D G�O• O P � OO •♦O D.P oO�i O� •r 0 I i i i i /. `►I •° , •° r � :oa° a. •n e•o.oq o aD '°' :e�sGa, '°• ; I I I I I �l o°• h aP O °0 0 •D ►i'o0°ieDINo 9eC• , Z /5'0 � .--'— °• "a=o°; ° ,. "% ., o;o•o S.Y. / -� .DD •oo e°o I I I l I O /. •,°• I I I I I � l I 0 "STONE RET.WALL STONE RET.WALL i DR 1 - - - - - - LO 17 _ _ ' � -- - -•—_ _ —••'�°---------SKY PLANE ---------•tj------- _ i SEE 1/A-201 , / . 20'-2 1/2 f I _ / PROP (20.20) 1 / OSED WALL KEY A-201 , .: A-301 :.,. - ' . . � a • : °.: , , " � I e . ` l 0- EXISTING STUD WALL Pro .Grade 0 +12.00'+/-_(+12'-0"+l-) S. 3 1/2" 1'-6— 3 1/2" 2'-11 1/2" E31 9'-3 1/2" 3 1/2" 3'-3 1/4" 31/2" 1 1/4" 3 1/2" 5 1/2"` 20'-7 :. 5 '/2" , �OPHERJFc y�� date: 8/31/2022 NEW STUD WALL 1 / GARAGE � Q�5 �� F 12'-1" 16'-1 1/4" 12'-01/4" 1Y1�" 21'-6" , vt F� roject: 685 BL FOYER n by:e.d. 40'-2 1/2r1 36'-0" — ' �,.,.F EXISTING MASONRY VI/ALL EXISTING PROPoseD . +— — kd by:C.j• 13, EXISTING FOUNDATION WALL I f NEIN FOUNDATION WALL PROP. FIRST FLOOR PLAN 9j. 031544? �o _ F 10 SCALE: 1/4" = 1' chnOF ���ey #031547 revisions date --existing situation 08-26-2021 updated site plan(topography) 10-29-2021 _schematic design stage 12-10-2021 21'-6" schematic design stage 12-13-2021 design development stage 02-10-2022 MSTRBEDRM 5 112" 5 1/2" design development stage 02-16-2022 7'-6" DEC submission 02-23-2022 DECK design development stage 06-23-2022 TOS building permit submission 08-30-2022 QQ '.coEE '0 o �roo � L� LO U U oD v j _...-. p 0, N N O i Em .=,.Q) D- N e- � OQ Q. � Z Z3 p. 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EXISTING MASONRY WALL kd by:C.j, ngO — — - SSHELVE 1 EXISTING FOUNDATION WALL NEW FOUNDATION WALL 1 PROP. SECOND FLOOR PLAN 9T 031 '? 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A201 PROPOSED ELEVATIONSO O O 1 L__-_ J I. _Jj I A202 PROPOSED ELEVATIONS L----- L------ _ - --------------- A301 PROPOSED SECTION PITCPITCH 12 . .... $8r o0_ _____ _____ ___________ ______________________----- ------------------------- ------------------------ WALL KEY EXISPING STUD WALL . 7 7-M7 1/2 02�2date: 8/3 NEW STUD WALL roJect: 685 BL n by:e.d. EXISTING MASONRY WALL kd by:C.J, ng(PEXISTING FOUNDATION WALL PROP. ROOF PLAN 031547NEW FOUNDATION WALL - 0SCALE: 114” = 1' NS: cri � OF A-1 04 frey #031547 —-—-—-—-—-—-—-—----—-—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- gm� Max.BldnJHeight--------.... revisions date 46.00',/-(46-10") existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 _TOS building permit submission 08-30-2022 ----------- -----------OIL Prpp�._Tp2 of Roof-—-—-'-------—-—-—-— 8r A-301 12 12 8 37.50'-q-(37'-6') C3 0 E E 0 0 >. 0, 0 Q) -4 2 NA-202) E Q) CN z 0 0 c - ,2 U Z 0-C cn - (5 c) 0 Q 0 Ln >- r) Prop.Top of Roof z :E --------—- -—- c: 9 12 12 T 12 12 8r— __788r— -18 —-—-—-—-- R Ex.Too of Roof F24'-6 1/2"-N LU A- J. ® ® Uj 0 0 IF- Y\I c 0 0Z) p- ----- -- --- --- - --- 0 0- V) Pro Jo of Wall 0 i FV 6 MI I I IT4 1 0 C C'4 U') C4 V, I I I I I I I \I I I f/ (G)1 9 L D 6 zCID LO H I I I TEMP -4-5x./Proo. 1st A Subflr. /' I i F __T Ex./Prop. 1 st Fl Subflr. T P TEMP 12.35'�-( 12.35'-q-(12'-4 1/4"+)- Grade --------- C3 V) 12.00'+1-(12'-0"+/-) Elev.of Nat.Grade "M ................... I " N E L N 0 SOUTH-WEST ELEVATION V-2o1) SCALE: 1/4" = 1' - ------------------=--g'--e-� xlnelht /.L ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ - Max.� ldn-g---g---------. � h _L .-- 46.00'+1- .46.00'+/-(46'-0') 46,00',/-(46-0") dob # ____________Pro .Top of Roof -—-—-—-—-- 18 12 12 37.50'+1-137'-6") 8 A-301 property address 685 Bungalow Lane, Mattituck, Town of Southhold o New York, 11952 2 101-01. A-202 drawing list A001 PROPOSED SITE PLAN Proo.Too of Wal STAT DATA 29.59'+/-(29'-71/8"+/-) NOTES 9 A101 PROPOSED FOUNDATION PLAN EO A102 PROPOSED FIRST FLOOR PLAN A103 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN 4 F_ 1 12 12 T 12 12 _j817— -18 8r A201 PROPOSED ELEVATIONS 7" 11 coTT A202 PROPOSED ELEVATIONS zo 24.54'+/-(24'-61/2"+/-) A301 PROPOSED SECTION -A _j Prov.2nd F1 Subflr. '�! .. II by 21.50'+/-(21'-6"+/- t % Prop.Top of Wal -—-—-—-—-—-—-—-- �( -------- 20.44+/-(20'-5 3/8'+/-) -4- -4 EGF�_Ss 7" 00 F_ ]HI �1 Lji Ex./ProD. 1st Fl Subflr 1 ® ® ® I TEMP TEMP TEMP 12.35'-q-(12'4114"+-) 4 1 1 111 1 IL L I I I I I I I I I I I I i ITE P TE P F1, -4- -- -- Ex./Prop. 1st A Subfir. ----------•--—-—-—-- -------- —-—-—-—-—-- Grade(a)Entry --------6yLra gg.Elev.of Nat.Grade -------------------------------- ------------------------------ ------ --------------------- Lve-raqefLevL2tNa-t-gra-(ie---,k--- T=f-=------------------------------------------------------------------ ---- - --------------------------- ----- 4� 1.00'+/-(11--0-+/-) ---------- -------- 10.00'+/-(10.-0"+/-) C .0 ate: 8/31/2022 roject: 685 BL 7/7777777777777"7 n by:e.d. =NNW kd by:c,j. ng 31 NORTH-EAST ELEVATION F N5 A A-201 -201) SCALE: 1/4" = 1' chn trey #031547 __—_—_—_—_—_—_— Max.Bldng._Height _ _ _ revisions 46.00'+/-(46'-0") ----------------------------------------------------------------------------------------------------------------------------------------�--------------------------------------------------------------------------- Max.BldngHeight ----------------- -- date 46,00'+/-(46'-0") existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 _design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 —_—_—_—_----Proo Top of Roof f 37.50'+!-(37'-6") _. -- -- _— = - — - — _ -------- 37.50'+1-Tgpof Roo ------------ ---- -- fOp ---------- Proo Top of Roof = -_ _ ) 36.00'+/-(36'-0"*/) - _ - _ - - -- — - - =- _ - - - - - _ - --- — ^= — - -- - 2 w A-201 - - - = — — - -- -- — - --- -- —_ n — w - -- ---- - "kA-201) E IL N O CL O- - -_ ----- _ - - ----------------------- ----- -- ------- ---_---_ Prop.TQP0t Wall -- 29.59+1-(29'-71/8°+/-)------- -- cu o v a Pro To of Roof \ I y y p ---------- -�--p--- 27.83'+/-(27'-10°+l) -------- i \ I co ^ c H Z �i --- --- --- -- --- --- --- --- \ \ I I co Ll Lj I I I CO W I I IN U �- --- --- --- --- --- --- --- --- --- --- --- -- -- --- --- I - - -- -- - -- - ---- -- - -- - --- -- - -- - -- - - -- -------- r. I I _----_---_--_- --- — w '- op.2ndFSubflPro21.50'+-(21'-6'+/-) -- -- --- --- --- --- --- --- - Pp.To W )lro ' _of Wall p --------- Pp_Top of --_—_--- 2 o 19.97'+/ (19'11314 0.4 O V) p LIJ CO O " I I I I I I > mid I I I I , > o CO LU o ~ VJ LJ \\\ I I I I I _ o, N 0' C)' S.._. _ 60 >- O 00 Z T P T P - - Ex./Prop_1st FI Subflr. U ( i 1 — _ VVV.../// I I I I I I 12.35'-/-(12'4114"+l-) --- - -- ---- --- ----- - -- --- -- - - -- --- --- -- - ---- --- - - -- - - -- --- -- -- -- --- -- -- - -- -- - -----I L-- -- �= U --------------------------------------------- ---- --------- ---------------------------- -------- --------------------------------------------- - 3 ----------------------- --- Avera e_Elev.o_fNat.Grade = v' ------- 11.00' (11'-0"+/-)-------------- ---- --- �( ANNE ---------------- UJ — — 10.00'+l-(10'-0"+/-) ry (D r SOUTH-WEST ELEVATION -202 SCALE: 1/4" = 1' -- ----------- Max.Bldng_Heght rL ------------------------------------------------------------- 46.00'+/-(46'-0") ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ dob # property address 685 Bungalow Lane, Mattituck, Town of Southhold o New York, 11952 2 - A-zol A-201 drawing list A001 PROPOSED SITE PLAN STAT DATA o NOTES in - ---- I ��,I— - A101 PROPOSED FOUNDATION PLAN / \ A103 PROPOSED SECONDOF OOR PPLAN A10 PROPOSED ROOF PLAN t \ A201 PROPOSED ELEVATIONS —_—_—_—_—__ Ex.Top of of Ro � A202 PROPOSED ELEVATIONS 24.54'+%_(24'-61/2 "+/-) -------- A301 PROPOSED SECTION -4-4-4---A--- 4---4--- ---l_J---14 r� \ II II II I \ I II II I I I I I II —_—_—_— Ex./Proms 1st FI Subflr. rL — —_—_— �_ 12.35'+1-(12-41/4.4) - -- - -- - -- -- -- --- - --- - - -- - -- L-- ---3 �- - -- - -- - -- -- -- --- -- - - - -- - - -- ---- -- - -- - - -- --- �0����a � I_—J�a ����a�� 0�❑ Averae Elev.of Nat. ------------------ - ----- 11.00'+/-(11-0-+/-) _ date: 8/31/2022 `� \�,�pP�ER✓FF,c roject: 685 BL n by:e.d. i kd by:c.j. N� ng 2 NORTH-WEST ELEVATION 31 ' o 202 SCALE: 1/4'1 = 11chrl frey A-202 #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 ' SEE " U-t o o co n LO U U "r O o" v O _ E IL cv o N O . — i N U 'C L N >1 p CO U O -c }� # c N Z 2 LU U z 0 LU -co Q D O O" O o w c 5 c: O o >.. o wo ((� °' � Z C O, N t Z 00 Z O �O �[ O � ((s .lam -- ----------- MAx.Bldng_Heiiht ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 46.00'+1-(46'-0� dob # property address 685 Bungalow Lane, ___ ___ ___ ___ __ ___� Mattituck, Town of Southhold New York, 11952 I I 2 A-201 i i A-201 I 1 1 I I I drawing list _ I I I I j j A001 PROPOSED SITE PLAN I I ------------------ ------------- STAT DATA I I I I I I NOTES I 0 1 I I I I A101 PROPOSED FOUNDATION PLAN I I I \ A102 PROPOSED FIRST FLOOR PLAN I I j A103 PROPOSED SECOND FLOOR PLAN A10 PROPOSED ROOF PLAN I I � P TE P/ I I I I \ I I \ / I � A201 PROPOSED ELEVATIONS _Prop.Top of Roof 1 \ I I \ / 11 A202 PROPOSED ELEVATIONS 24.54'+1-(24'-6112"+1- -------- i A301 PROPOSED SECTION I I � O I T P T PI I I I -- — — -- — -- I ------------------------------J L----------------- --- � L— --- I- .,----Proo. — ------- ------ —' — --- --- ToDof Wall l I I -- 19.72'+1-(19'.8 314"+l-) I I / / \ I N 1 1 (V I / 00 0 I PATIO ° 1 FOYER bo © I I DRIVEWAY I \ I I BARN DOOR STAIR TO 2ND FLOOR i \\ 1 1 /Pro x1stElSubflr _—_—_—_— 41 \ 1 - 12.35'+/-(12'4 114"+l) J WMIN -- ------- Average ElevL of_Nat.Grad_e -------- --------------------------------- 11.00'44-(11'-1 ------ --------------------------------- -------------------------------- <, ° bl�k ON "+l-)� — i mlmmH ?,r'•=o "+ _____________________________________ - --------------------------------- --------------------------_-_------- L Y. ��5���\S�oQ ✓lei >� date: 8/31/2022 ------ 'Lr - - F� roject: 685 BL Fj L_r---------------------------------- n by:e.d. L---I----------------------------------- n' BASEMENT y` kd by \ ------------------- Proms T. Slab --------------------------------- _ � c.j. ' N� tng 4.8T+1-(4'-10112"+/-) .� ;n .X_ .,}. �. .�,.. .:�_-. k., :}... ..F,::w' ,t;.�. ��,: MEN TRANSVERSE SECTION. �, °315a� �o A-301 301 SCALE: 1/4" = 1' OF WE A S' —301 chn frey #031547 LETTER IN SUPPORT RECEIVED Town of Southold Zoning Board of Appeals SEP 0 5 2023 PO Box 1179 Zoning Board of A Southold,NY 11971-0959 Ppeals Attn: Kim Fuentes kimfnao southoldtownnvv.gov Attn. Donna Westermann donnawr�southoldtownny.aov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane, Mattitucic SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Raklunanine property. I/We are aware of their request for a side yard setback variance for the renovation of their home. I/We believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance. By: Address: By: Address: ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ---------------------------------------------------------X In the Matter of the Application of MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES For a variance from the requirements of Sections 280-124 of the Code of the Town of Southold ---------------------------------------------------------X MEMORANDUM OF LAW OF APPLICANTS, MIKHAIL AND JENNIFER V. RAKHMANINE, AS TRUSTEES, 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: September 1, 2023 1 STATEMENT OF FACTS The Applicants, Mikhail and Jennifer V. Rakhmanine, as Trustees, are appealing the Building Inspector's Notice of Disapproval, dated April 11, 2023, for a building permit to partially demolish and reconstruct an existing single- family dwelling based on the footprint of the existing residence. The proposed footprint would maintain the pre-existing non-conforming setback of 4.6 feet from the western side yard and establish a conforming setback of 20.2 feet from the eastern side yard for a combined side yard setback of 24.8 feet, where a 15-foot side yard setback and 35-foot combined side yard setback are required under Town Code Section 280-124 on lots measuring up to 39,999 square feet in total size. The subject parcel is a non-conforming 31,122 SF lot in the R-40 zoning district located on Bungalow Lane in Mattituck. The lot is also non-conforming in width, making it difficult to utilize the space while conforming to side yard setbacks. In addition to rebuilding the residence, the Applicants intend to relocate the sanitary system to the landward yard of the house and abandon two dated cesspools in favor of a modern low-nitrogen system. For the following reasons, the Applicants submit that a Variance from Section 280-124 is warranted. 2 1 POINT I THE APPLICANTS HAVE MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-B, the Applicants must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. It is respectfully submitted that under the facts and circumstances presented here, the Applicants can clearly meet the standards set forth in Town Law §267-B and as a result, the relief requested herein should be granted. 1. 'The Grant Of The Variance Will Not Cause An Undesirable Change In The Character Of The Neighborhood Or Create Detriment to Nearby Properties. The surrounding neighborhood is characterized by one-story and two- story waterfront dwellings of varying sizes, many of which are constructed on narrow and substandard lots and have undergone renovations or been reconstructed. Due to the substandard widths typical in this neighborhood, 3 the majority of residences here are non-conforming to side yard setbacks. As confirmed by the 5 letters of support from neighboring homeowners on Bungalow Lane, there will not be any undesirable change in the neighborhood, as the existing residence is already non-conforming to the side yard setback from which relief is being sought, and this non-conformity pre-dates the current dimensional regulations. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance The Applicants are seeking to renovate the residence in its current location while retaining as much of the original house as possible, including the entire footprint, foundation, and framing. Because the proposed construction is "deemed" a demolition by Town Code definition, variance relief is triggered for the pre-existing nonconforming side yard setbacks. 3. The Area Variance Sought is Not Substantial. While variances for the side yard setback may be mathematically substantial at 69% relief from the required setback, there is no increase in the non-conformity compared to what already exists and there will be no new ground level disturbance in the side yard. 4. The Grant of the Variance Will Not Have an Adverse Impact on the Physical or Environmental Conditions in the Neighborhood or District. As stated previously, the currently existing setbacks are pre-existing 4 nonconforming to the current requirements, and the degree of non-conformity is not being increased. Granting of variance relief will not have an adverse impact on the physical conditions in the neighborhood and, as a Type II action, there is no perceivable environmental impact stemming from the proposed renovation. In addition, the Applicants will be upgrading to an I/A low-nitrogen sanitary system on the landward side of the house and abandoning two cesspools near the water, resulting in a net environmental benefit from this project. 5. The Self Created Nature Of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. Previous owners built the existing residence in a location which is now non-conforming to modern zoning code, and the Applicants seek to only maintain these setbacks as they rebuild the structure. To any extent that the difficulty be deemed self-created, pursuant to New York Town Law §267-B (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." 5 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 Section 280-124 is warranted. Dated: Mattituck, New York September 1, 2023 Respectfully Submitted, FI AN LAW, P.C. Att"bMey for Applicant M . Finnegan, Esq. 13250 Main Road Mattituck, New York (631) 315-6070 6 ensu lel f mzglz3 �? LETTER IN SUPPORT RECEIVED Town of Southold Zoning Board of Appeals PO Box 1179 AUG 2.9 2023 Southold,NY 11971-0959 zoning Board of Appeals ny Attn: Kim Fuentes kimf@southoldtown .gov Attn:Donna Westermann donnaw(@southoldtownny.pov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane,Mattituck SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Rakhmanine property. I/We are aware of their request for a side yard setback variance for the renovation of their home. I/We believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance. 6 By: :75'�Cut ��¢t✓ Address:�� By: Address: LETTER IN SUPPORT RECEIVED Town of Southold Zoning Board of Appeals AUG '2-9 2023 PO Box 1179 Southold,NY 11971-0959 Zoning Board of Appeals Attn: Kim Fuentes kimOlsoutholdton=.gov Attn: Donna Westermann donnawna,southoldtownny.gov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane,Mattituck SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Rakhmanine property. I/We are aware of their request for a side yard setback variance for the renovation of their home. I/We believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhoo We have no objection to the granting of variance. B Address: By: Address: 0 LETTER IN SUPPORT RECEIVED Town of Southold Zoning Board of Appeals AUG 2.9 2023 PO Box 1179 Southold,NY 11971-0959 Zoning Board of Appeals Attn: Kim Fuentes kimfna.southoldtownnv.gov Attn:Donna Westermann domaw@southoldtownny.gov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane,Mattituck SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: UWe reside in the community near the Rakhmanine property. UWe are aware of their request for a side yard setback variance for the renovation of their home. UWe believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance. Address: 4U L� J By: Address: 1 LETTER IN SUPPORT ERECEIVEDTown of Southold Zoning Board of Appeals 3PO Box 1179 Southold,NY 11971-0959 peals Attn:Kim Fuentes kimf@southoldtownny. ov Attn: Donna Westermann donnaw@southoldtomM.gov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane,Mattituck SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Rakhmanine property. I/We are aware of their request for a side yard setback variance for the renovation of their home. I/We believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance. By: Address: By: Address: LETTER IN SUPPORT RECEIVED Town of Southold Zoning Board of Appeals AUG 2.9 2023 PO Box 1179 Southold,NY 11971-0959eals Zoning Board of App Attn: Kim Fuentes kimf@.southoldtownny.gov Attn: Donna Westermann donnaw@southoldto�,kmny.gov Re: Area Variance Application of Mikhail and Jennifer Rakhmanine 685 Bungalow Lane, Mattituck SCTM#1000-123.-3-9 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Rakhmanine property. I/We are aware of their request for a side yard setback variance for the renovation of their home. I/We believe that the proposed renovation will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have'no objection to the granting of variance. CJ_ � By: _ Address: is Ad Address: BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®f S®���y® 53095 Main Road•P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes + ic Office Location: Robert Lehnert,Jr. Town Annex/First Floor ® O Nicholas Planamento 54375 Main Road(at Youngs Avenue) � ®��c®U 5� Southold,NY 11971 http://southoldtowrmy.gov ZONING BOARD OF APPEALS REIV- E D TOWN OF SOUTHOLD Tel. (631) 765-1809 MAY 3'12023 Southold Town May 30, 2023 ►'►anning Board Mark Terry, Assistant Town Planning Director LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold, NY 11971 Re: ZBA File Ref. No. # 7814 Rakhmanine R& J Revo Trust Dear Mark: We have received an application to demolish (as per Town Code definition) an existing single family dwelling and construct a new two story single family dwelling. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpe7n By: Encls Survey/Site Plan : Christopher Jeffrey Architects Date : 5/9/2023 r BOARD MEMBERS OF SOU Southold Town Hall Leslie Kanes Weisman, Chairperson ry 53095 Main Road•P.O. Box 1179 Patricia Acampora � ®lp Southold,NY 11971-0959 Eric Dantes [ [ Office Location: Robert Lehnert,Jr. G Q Town Annex/First Floor Nicholas Planamento ,'�'c► �O 54375 Main Road(at Youngs Avenue) �IyCOU � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD May 30, 2023 Tel. (631) 765-1809 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 : # 7814 Rakhmanine M & J Revo Trust Action Requested : Demolish (as per Town Code) dwelling and construct a new two story single family dwelling. Within 500 feet of: ( ) State or County Road (X) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District ( ) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Ch jrperson By: , aLW4— Survey/Site Plan Christopher Jeffrey Architects Date : 5/9/2023 I Q;A X T/MON r r r r r r r 1 8.43' CM FD rrrrrr � � IGP� \� rr I 3.9'/ CIS r r r r r PSV 4.0' / r r r --HWM- r c) too / 3A, 41- u I SET@ACK �O 2 Q J O O \140 / 6.8' Q a 2 I 3.5' /I �iop� / mQ I / LOT AREA=31,122 S.F. p 5.8' / EXISTING SANITARY SYSTEM CP / ADJACENT AREA(UPLAND)=29,672 S.F. N I (TO BE REMOVED&INFILLED) I cY / CP A / :o Q �m y O I w FE.5.5W I 2115' � Z W / OH 10.5 PROP"OATIO / cf) U U / � M 12.1'` ' P• GATE r n / LCE EL=6.0't 40.2' 21.5' s41 4.60'E STEP ;/' / 1 STY ^ Q PROP. ry l� / FR RES aP I �, .1 10.7' V, FFL EL=12.4' 22.4' J l #685 n > l 27.49' J / _ FFL EL=12_41' _ Ffnc /- - - - - -FR L6FrOpm�!<SffBFi CJ?BO2 i� ❑ / 0 15.9' STOOP N�ti2V'cl; 2.1 'W 14.92, 12.1' c6 12.2' lb 17.0 i 1 d: Z 10.9'I MAS CO - +� UNH'n$ I WALK , 21-15 OF ELECTRIC FOR I I/A UNIT 1 j STONE GAR WOAD •2f / HYDRO ACTION WALK} RE AN50D-C , ,} a W a WAS L3_ I I- / {TREATMENT UNIT YJ CONC. Cc g W { ,3 'bjta co H',.._-. BLOL1<RET.WALL ° c ED / 13.r'1%.r or / T/WA L/ 13.8' I I ORENCO FE.O.L. / T PUMP 13.23' J v 0 �D-BOX 3 (2)8'0/<8'DEEP LEACHPG POOLS �`1 16.1' _ o ° L 16.5 / -,15.,50 17.1' PROP. Z co :SANITARY :3 -.SYSTEM U 50% F W U EXPANSION U Z Q W Li jm HYD CM � � W h w N xo 2.1'N FD o UP PPVEMENj 0.5'CMN Z WM FD E/P 17.83' a PIT OF c CM EIP 18'SQ 125 00 FE.0.6W FD y1 EDGE 19.38 A 67°40'53„W O� LPN MAP OF DESCRIBED PROPERTY BrOT SITUATE AT MATTITUCK TOWN OF SOUTHOLD w1 SUFFOLK COUNTY, NEW YORK ALSO APPEAR ON "MAP OF MARRATOOKA PARK" JUL 3 9n99 FILED: 5/7/1914, FILE#19 LRD CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE BUILDING DEPT FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No. 7404-010660) TOWS`:OFSOUTHOLD ©COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=30'(11"X17") ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72032 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-123.00-03.00-009.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:MARCH 11,2021 ELEVATIONS REFER TO NAVD'88INDICATED THUS 0_0'.PROPOSED ELEVATIONS INDICATED THUS0.0' REVISED: 9,2022 LAND SURVEY LONG ISLAND.COM ��*� ,'� WARD BROOKS LAND SURVEYOR 1k 11 OCEAN AVENUE BLUE POINT, NY. 11715 MAR 2 0 2023 �� (631 ) 576-7794 (631 ) 363-3179 suig)INGDEPT ss�d�' - WARD B ROOKSO@G MAIL.COM TOWN CFS®U`M®L® FILE 9 11067 BOARD MEMBERS Z� SO U Southold Town Hall Leslie Kanes Weisman, Chairperson �� ��® 53095 Main Road • P.O. Box 1179 Patricia Acampora �® �® Southold,NY 11971-0959 Eric Dantes [ Office Location: Robert Lehnert, Jr. CAI thc Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) c®Ur��,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 September 25, 2023 Martin Finnegan, Esq. P.O. Box 1452 Mattituck,NY 11952t RE: ZBA Appeal #7814, Rakhmanine 685 Bungalow Lane, Mattituck SCTM No. 1000-123-3-9 Dear Mr. Finnegan; Transmitted for your records are copies of the Board's September 21,2023, Findings, Deliberations and Determination,the originals of which were filed with the Town Clerk regarding the above variance applications. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions, please don't hesitate to contact our office. Sincerely, Kim E.Fuentes Board Assistant Encl. cc: Building Department r SEE SEC.NO.115 ------- SEE SEC.NO.115 MAT LINE �\ 3b - LINE � ra � sem z ,mz a T h•9� �� w � d X4.1�� x ,s '' G s , •� ' "'°° ,D ,.••N° fi° n,) '� 26 sr ®M1 F e 6 7 6 9 42.6A(C) ° 1.OA(C) 1.4A(C) TOWN OF ma' SOUTHOLO 2.1 30.OA2.2 O Zp3Plc1 6 Sj. ° s „e,1, $ ,5 nsl ,m u4 �' CREEK 2 15.9A A�y a= .`AFL ° ,9 ,6 $ „° ,g ,,. n°) n„ o °'a +�. / -\ GEN Zp d 2- 6 � �3 23,5' ?2 5 O 26.1 Ya ,so 27 -24., 35 T'Tq(eJ 2 54 zy h ,00 µK , '• , � ,�P 6� ,1 ai & 20lc1 1t PLc1 .9 mc i9Plo1 3?Pla1� 0, P`�' �� �` 13.1 4.2A 2 525 3.4A " 2 11 P�cl a 4 n O m, $ cl %-' A6 �� a- )a gyp- s a PE�ON)G 130 ` ���� � A GREPT 3 StlmlpimMLan --SP1 MprmlDweLtne --H-- UNlfSSORANNOTMERO%SE.ALLPRJPER11E5 NOTICE s�u„ya COUNTY OF SUFFOLK © K - -- ARE NITMNTHEF0.lOMNC PSTPoCTS: �J E D2 F..P,�LH. --F — R��„P�LL� — R S,rooL 9 s— WIND � Real Property Tax Service Agency v MAINTENANCE,ALTERATION,SALE OR Nhlo.Paha Lbo ——W—— Ks°'olDc'E+Lim——MST—— ORE 30 H°DST DISTRIBUTION OFANY PORTION OF THE 7 "• •, County CBDiBf RIYBfhBBd,NY 11901 y�pa°b Lme-- A SCALE IN FEET. LIGHT d6 Y�w�R SUFFOLK COUNTYTAK MAP IS PROHIBITED M LlplOOmicl Lte --L-- -- 71 SIRE • , Fan Pwet idle --R-- 1n°ae"vm OiY11e�--mw-- 9uurICE TfYTTER REALWITHPRT WRITTEN TAX S MISSIONROCEA ETRE ���-�G•g :VO 0 1�0 am A REAL PROPERTY TA%SERVICE AGENCY TLE,d-1' P —5-- I