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HomeMy WebLinkAbout7633 -� c .� Owner: Mallas, Stella File #: 7633 Address: 420 Summit Dr Code: 18RL Agent Info Martin D. Finnegan, Esq. Pi P.O. Box 1452 13250 Main Road Mattituck, NY 11952 Phone: 631-315-6070 Fax: Email: mfinnegan@northfork-legal.com -� jvI� BOARD MEMBERS ®� $ Southold Town Hall Leslie Kanes Weisman,Chairperson ��® 53095 Main Road• P.O. Box 1179 �1 �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes reg Town Annex/First Floor, Robert Lehnert,Jr. �� ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento etc®UN Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD Tel.(631) 765-1809 a Fax (631) 765-9064 SUN 2 3 2022 ` FINDINGS, DELIBERATIONS AND DETERMINATIOPS®llth®Sd Town Cleric MEETING OF JUNE 16, 2022 ZBA FILE: 7633 NAME OF APPLICANT: Stella Mallas PROPERTY LOCATION: 420 Summit Drive, Mattituck,NY SCTM No. 1000-106-2-8 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 1I category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: (This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 23,340 sq. ft. non-conforming parcel located in an R-40 Zoning District. The parcel has a 175.00 feet frontage on Summit Drive,then turns south for 140.91 feet toward the rear property line where it turns west for 181.9 feet before returning for 121.35 feet back to Summit Drive. The property is improved with an existing two-story house along with various retaining walls and an existing chicken coop at the western end of the property. All as shown on survey prepared by Ralph D. Heil,L.S., revised November 24, 2021. BASIS OF APPLICATION: Request for Variances from Article IIl, Section 280-15; Article XXIII, Section 280- 124; and Building Inspector's December 15, 2021 Notice of Disapproval based on an application for a permit to demolish and construct a single family dwelling, construct an accessory in-ground swimming pool, construct an accessory garage and legalize an "as built" accessory coop at; 1) dwelling located less than the code required minimum rear yard setback of 50 feet; 2) accessory garage located in other than the code permitted rear yard; 3) swimming pool located in other than the code permitted rear yard; 4) coop located less than the code required minimum rear yard setback of 10 feet; 5) coop located less than the code required minimum side yard setback of 10 feet; located at 420 Summit Drive, Mattituck,NY. SCTM No. 1000-106-2-8. RELIEF REQUESTED: The applicant requests variances for the following: a) Variance for the code defined 1 demolition of the house with an existing rear yard setback of 19.8 feet where a minimum of 50 feet is required. b) The proposed accessory garage is placed in the side yard where a rear yard placement is required. Page 2, June 16,2022 #7633, Mallas SCTM No. 1000-106-2-8 c) The proposed inground swimming pool is placed in the side yard where a rear yard placement is required. d) The "existing" chicken coop has a rear and side yard setback of.4 feet where a minimum rear and side yard setback of 10 feet is required. ADDITIONAL INFORMATION: The current house on the property was built in the early 1970's and has a Certificate of Occupancy(#4445)dated October 28, 1971. There is another Certificate of Occupancy(#5798)dated Feb 20, 1974 for the same one-family house. There was an alteration of the porch to a sunroom which has a Certificate of Occupancy(#35537)dated April 13,2012. The Board received three letters in support from neighbors. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2. 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Due to the location and elevation of the house, which is set to the rear of the property,there is no other feasible location for an accessory garage and swimming pool. The proposed garage and swimming pool are set to the rear of the house,but due to the shape of the house they fall in the side yard. The setback variance for the house results from to the amount of construction and work done to the house which by code is deemed a demolition, but the footprint of the existing house is to remain the same. As for the chicken coop, it is set back along a high retaining wall, and is not visible from either the street or the neighboring properties. Therefore,there will be no change in the character of the neighborhood. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. Due to the existing location of the house,and the amount of work being proposed, it would require an area variance. The proposed accessory structures would also require area variances due to the existing house location. Therefore, there is no feasible method other than an area variance to complete the proposed work. 3. Town Law§267-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The technical demolition of the house and placing the dwelling 19.8 feet from the rear yard property line represent 61 % relief from the code. b) Both the proposed detached accessory garage and in-ground swimming pool represents 100% relief from the code. c) The existing"as-built" chicken coop represents almost 99% relief from the code. However,the footprint of the existing house is not changing,which makes the setback compliant with the previous Certificate of Occupancy. This puts the location of the accessory structures in the only feasible space, while still behind most of the house, but still in the side yard. The chicken coop cannot be seen from either the road or the neighbors due to its location and the retaining walls it sits near. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The property is significantly screened from neighbors with vegetation. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. Page 2,June 16,2022 97633,Mallas SCTM No. 1000-106-2-8 5. Town Law $267-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 &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated house, accessory garage, swimming pool, and chicken coop while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dames, and duly carried,to GRANT the variances as applied for and shown on the survey prepared by Ralph O' Heil, L.S., last revised November 24,2021,and Architectural Plans(Sheets A-1 thru A-4)drawn by Michael Macrina,Architect,last revised January 25, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Swimming Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 2. A Drywell for pool de-watering shall be installed. 3. Prior to receiving a building permit,the owner(s) of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s) have read this determination and understand the limits of the variance relief granted herein. b. That the applicant(s)will immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code, occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 4. The applicant must apply to the Building Department for a building permit for the "as built" improvements) within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted. 5 The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. NOTE: Section 280-4 of the Town Code defines"Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 2,June 16,2022 #7633,Mallas SCTM No. 1000-106-2-8 This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S.RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento,Acampora, and Lehnert. This Resolution was duly adopted(5-0) K �� Leslie Kanes Weisman, Chairperson Approved for filing 6' /�� /2022 BOARD MEMBERS ��®F SUUT�® Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road - P.O. Box 1179 .� Southold,NY 11971-0959 Patricia Acampora _ Office Location: Eric Dantes �O� Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ` Cow, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 22, 2024 Tel. (631) 765-1809 Martin Finnegan Finnegan Law P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Second De Minimus Request, File#7633 Mallas, 420 Summit Drive, Mattituck SCTM No. 1000-106-2-8 Dear Mr. Finnegan; We are in receipt of your correspondence, dated April 10, 2024, requesting a de minimus approval related to ZBA determination#7633, dated June 16, 2022, in which variance relief was granted permitting the renovation of a single family dwelling and the construction of an accessory garage located in the side yard. In your letter, you explain that an amendment to the single family dwelling, for which you now seek relief, relates to some changes that were made to the design of the fagade of the proposed house and front porch. Specifically, the depth of the front porch was increased 6 inches and a small 2 ft. by 12 ft. bump out was added. This change resulted in a slight increase to the second floor by 128 sq. ft. You further indicated that other construction remains within the original footprint of the house and the changes have no impact on the relief requested. You now wish to receive a de minimus approval for the design change which results in the increased size of the single family dwelling. I have reviewed your request, the Architectural Plans, last revised March 7, 2024, prepared by Michael Macrina, Architect, and have determined that the change, as described, is de minimus in nature. Please contact our office if you have any further questions. S inc ely, , Leslie Kanes Weisman, Chairperson cc: Building Department FINNEGAN LAW, P.C. 13250 MAIN KOAD P.O. BOX 1452 tvLATI-1-1-LICK, NEW YOKK 11952 (631) 315-6070. MAKTIN D. FINNEGAN, ESQ. MFINNEGANONOP,THFOR.K.LAW By Hand and Electronic Mail April 10, 2024 Ms. Leslie Ka,nes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Area.Variance Application of Stella Mallas - ZBA # 7633 Premises: 420 Silmmit Drive, Matfituck, NY 11952 SCTM # 1000-106.00-02.00-008.000 Dear Chairperson Weisman and Members of the Board: I am.writing on behalf of the Applicant, Stella Mallas, to request a deminimus amendment to the ZBA's June 16, 2022 Determination which granted the requested rear yard setback and side yard:relief to allow the Applicant to renovate their home and construct an accessory garage in the side yard. Following the issuance of the Determination, a building permit was issued, and-construction commenced on the garage. The Applicant,is now moving forward with the house construction. The amendment sought herein relates to some changes that were made to the design of the facade of the proposed house,and front porch since the issuance of the Determination. Specifically, as depicted on the Attached site plan, the depth of the front porch was increased by 6' and a srilall 2'x 12' bump out was added. This change resulted in a slight increase of the second floor area by 128 SF. With the exception of the front porch, all construction remains within the original footprint of the house,and these changes have no impact on the relief requested. The Building Department has requested that the Applicant obtain a.deminimus letter from the ZBA so that the exterior changes are,included in the approved plans that are stamped by the ZBA. We are, therefore, requesting that the ZBA approve these design changes as a de minimus variance as there are.no discernable impacts, to the neighboring properties or surrounding community. 3 Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Page 2 Kindly advise if you require any further documentation to process this request. Thank you for your consideration. Very truly yours, Finnegan MDF/as Encl. cc: Julie McGivney, Assistant Town Attorney ABBREVIATIONS AND LEGEND SHEET INDEX VF PLACARD CODE DATA BUILDING DATA Sheet No. Description NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, 02020 RESIDENTIAL CODE OF NYS ACQ ALKALINE COPPER QUATERNARY IN INCHES) SAB SOUND ATTENUATION BLANKET FLOOR AREA BREAKDOWN PRE-ENGINEERED WODD CONSTRUCTION AND/OR TIMBER 5- ACT ACOUSTICAL TILE INT INTERIOR SEC SECTION C-1 Code Data Building Data *ENERGY CONSERVATION : 2020 RCNYS CONSTRUCTION IN RESIDENTIAL STRUCTURES AL ALUMINUM INV INVERT S.F. SQUARE FEET (In accordance with Title 19 NYCRR PART 1265) Floor Level Existing Proposed Total 7" �4 N." ALT ALTERNATE JT JOINT Sim SIMILAR Scope of Work TO: Town of Southold e STRUCTURAL & LATERAL DESIGN : 2020 RCNYS AFF ABOVE FINISHED FLOOR KIT KITCHEN SPR SPRINKLER (HEAD) Lot Description OWNER OF PROPERTY:Perry and Stella Mallas o PLUMBING : 2020 RCNYS First Floor Level 737 sq.ft. 57 sq.ft. 1,304 sq.ft. ASIF ABOVE SUBIFLOOR LAV LAVATORY SID SQUARE SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): e ELECTRICAL : 2017 NEC, NFPA 70-2017 & 2020 RCNYS (to be renovated) (addition) A.S. ALUMINUM SADDLE LVIL LAMINATED VENEER LUMBER ss STAINLESS STEEL Vicinity Map A.P.B. ANTHONY POWER BEAM L.C. LINEN CLOSET STC SOUND TRANSMISSION CONTROL 420 Summit Drive,Mattituck,NY W 510 sq.ft. BRICK COURSE(S) L.C.C. LEAD COATED COPPER STD STANDARD mum Standards 0 M i B.C. G-1 Building Code Mini *MECHANICAL : 2020 RCNYS (garage conversion) SCTM#1000-106-02-08 BID BOARD MAX MAXIMUM STIL STEEL *TOWN OF SOUTHOLD C,- r BOT BOTTOM MIN MINIMUM SD SMOKE DETECTOR G-2 insulation Schedule / Details •PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): .5; Second Floor Level 1,939 sq.ft. 157 sq.ft. 2,096 sq.ft. M BLDG BUILDING MO MASONRY OPENING T.C. TOP OF CURB B.W. BOTTOM OF WALL MRB MARBLE TEL TELEPHONE Energy Conservation Notes El New Residential Structure i (to be renovated) 0 Addition to Existing Residential Structure /k rc h i be ct CBB CEMENT BACKER BOARD M.S. MARBLE SADDLE THK THICK(NESS) ❑G-3 Plumbing Riser Diagram USE: Single Family Detached Residential CL CLOSET MTL METAL T.O.S. TOP OF SLAB El Rehabilitation to Existing Residential Structure < CLG CEILING MFR. MANUFACTURER TP. TOILET PAPER Interior Details CONSTRUCTION: Wood Frame Platform (un-sprinklered) &_ 21 Main Street Stony Brook NY 11790 CLR CLEARANCE) N/A NOT APPLICABLE TPF TEXTURED PAINT FINISH TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT 0 Totals 2,676 sq.ft. 724 sq.ft. ft PROPERTY REFERENCE ABOVE WILL UTILIZE 0 3,400 sq. . COL COLUMN NIC NOT IN CONTRACT T.S.P. TEXTURED SPRAY PAINT Exterior Specifications (check each applicable line): ENERGY CODE COMPLIANCE METHOD U_ phone. 631 686-6585 CONC CONCRETE NOM NOMINAL TX TOILET EXHAUST Window Details 0 Truss Type Construction(17) Attached Garage fax. 631 686-6786 CONT CONTINUOUS NR NOT REQUIRED TXF TOILET EXHAUST FAN These plans have been prepared as per section 510 sq.ft. (to be email. MMacrina@optonline.net CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE TV TELEVISION A1 .1 Demo First Floor Plan Pre-Engineered Wood Construction(PW) N1 102.1.5 - Total UA Alternative Path by converted to 0 sq.ft. web. MMArchitectAIA.corn CT CERAMIC TILE OC ON CENTER(S) TYP TYPICAL I El Timber Construction(TC) utilizing REScheck-Web Software living space) These plans are an instrument of service and are CS CORRIDOR SUPPLY OCC. OCCUPANT(S) TEMP TEMPERED A1 .2 Demo Sec. Floor Plan Elevations V) - the exclusive property of the architect. (see attached REScheck Calculations) =3 Infringements of the concepts and design ideas C.J. CEILING JOIST OH OVERHANG TECO JOIST HANGER IN THE FOLLOWING LOCATION(S)(CHECK APPLICABLE LINE): 0 Detached Garage 950 sq.ft. 950 sq.ft.a) CANT CANTILEVER PART. PARTITION T.W. TOP OF WALL A2. 1 First Floor Plan El Floor Framing,Including Girders and Beams(F) Contractor to coordinate and schedule all required inspections with a I presented on these drawings shall be prosecuted cu - to the fullest extent of the low. Copyright 2019: CMD CARBON MONOXIDE DETECTOR P.C. POURED CONCRETE U.O.N. UNLESS OTHERWISE NOTED third party testing agency. Covered Porch Michael Macrina Architect, pc. All rights reserved, DIA DIAMETER P.L. PROPERTY LINE VB VINYL BASE A2.2 Second Floor Plan El Roof Framing(R) 7 456 sq.ft. 456 sq.ft. no part of the plans may be reproduced without -Air seal inspection (if required) An the expressed written consent of the architect. ❑ Floor Framing and 2Ro Fr (FIR) -Insulation inspection DIM DIMENSION P.T. PRESSURE TREATED VCJ VERTICAL CONTROL JOINT A2.3 Garage Plan h Porch DR DOOR PT-EGS PAINT, EGGSHELL SHEEN VCT VINYL COMPOSITION FLOOR TILE SIGNATURE: DATE: -HVAC duct leakage inspection (if required) ScreenedL 263 sq.ft. 263 sq.ft. DTL DETAIL PT-FL PAINT, FLAT SHEEN VIF VERIFY IN FIELD Garage Loft Plan PRINT NAME: Mich, final blower door test is not required for this project Drawing Status DWG DRAWING PT-SG PAINT, SEMI-GLOSS SHEEN VWC VINYL WALL COVERING Irv, Ina ect,pc AREA DIAGRAM CLASSIFICATION A3. 1 Foundation Plan CAPACITY(Check e Owner Owner's Representative DN. DOWN PKT POCKET WC WATER CLOSET el J e D.F.U. DRAINAGE FIXTURE UNITS P.S. PEDESTAL SINK WD WOOD Foundation Plan Details Climatic & Geographic Design Criteria : Table R301.2(1) EA EACH QT QUARRY TILE WR WATER RESISTANT 6"DIAMETER Ground Snow Load: 20 psf EL ELEVATION RAID RADIUS ZR ZONING RESOLUTION A3.2 First Floor Structural Plan EQ EQUAL REQ'D REQUIRED Speed: 130 mph ultimate wind speed I S S U EX EXISTING REV REVISION(S), REVISED A3.3 Second Floor Structural Plan (1127 mph actual as per ASCE 7-16) I(ad lu EXH EXHAUST RM ROOM a) EXT EXTERIOR R.J. ROUGH JAMB A3.4 Roof Framing Plan REFLECTIVE RED REFLECTIVE WHITE .2) Topographic Effects: No > %J PANTONE#187 W 0) -uction EF EXHAUST FAN R.C.N.Y.S. RESIDENTIAL CODE OF 1D Wind Exposure Category: B _J EW EGRESS WINDOW NEW YORK STATE A Q r- Garage Foundation Plan CI Consti FAI FRESH AIR INTAKE R.R. Seismic Design Category: B Psi IAA104�k ROOF RAFTER Foundation Plan Details FC. FIRE CODE R/R REMOVE & REPLACE Special Wind Region No FD FLOOR DRAIN A3.6 Garage Structural Plan 0 FIN FINISHED) Wind Borne Debris Zone Yes G A FLR FLOORING) arage Attic Structural Plan E FPSC FIRE PROOF SELF-CLOSING 7 -2 Weathering: Severe Garage Roof Plan FT FOOT(FEET) C" Frost Line Depth: Winches Dates F.J. FLOOR JOIST A4.1 Front House Elevations E C, FTG. FOOTING Termite: Moderate to Heavy 4/23/21 Issued for Construction GA GAGE, GAUGE Right Side House Elevations Winter Design Temperature 11°F Proposed 9/11/22 Issued for Construction GALV GALVANIZED Rear House Elevations Crawl Space GFI GROUND FAULT INTERRUPT A4.2 Ice Barrier Underlayment Required Yes for Valley's&Eave Perimeters Conversion to 11110122 As per Town Comments The construction type 1/2" Unfinished Cellar GIL GLASS Left Side House Elevations designation shall be"I", STROKE Flood Hazards N/A s GWB GYPSUM WALL BOARD "Il","111","IV"or-V"to Proposed 2/16/24 Garage Plan GYP. BID. GYPSUM BOARD Garage Elevations indicate the construction Air Freezing Index 618 Unexcavated 3/7/24 Issued for Construction A4.3 classification of the (Updated Design) 'GP' GEORGIA-PACIFIC structure under section DESIGNATION FOR STRUCTURAL Mean Annual Temp. 52.1' F HC HOLLOW CORE A5.1 House Building Sections 602 of the BCNYS COMPONENTS THAT ARE OF 1 0 HDW HARDWARE TRUSS TYPE CONSTRUCTION Component and Cladding Loads: Table R301.2(2) Proposed HM HOLLOW METAL A5.2 Garage Building Sections Proposed Stairs to qrade FLOOR CONSTRUCTION,INCLUDING > UnexcaVaLUU Cn ZONE 4 18.2 -19.0 Proposed HOR HORIZONTAL GIRDERS AND BEAMS 0 Exterior Details _J Detached HP HIGH POINT co "R" ROOF FRAMING ZONE 5 18.2 -24.0 16-J Garage ;_� WLDI 0 HR HOUR(S) A6.1 Strapping Details 1.:;or BUILDING "FR" FLOOR AND ROOF FRAMING 0 Existing (950 S.f.) HT HEIGHT STANDARDS AND CODES -18.0 HD HEAD Nailing Schedule ZONE 1 16.7 LL Living Space C) 4-1' (737 s.f.) No. Date Description IF THIS STRUCTURE UTILIZES TRUSS TYPE CONSTRUCTION, -2 cy) ZONE 2 16.7 -21.0 U) HVAC HEATINGNENTILATING/ T_ L_ classification: AIR CONDITIONING Framing Details PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, 7 k 0. 6. Project ZONE 3 16.7 -21.0 LL alterations level 11 as 51 THE CONTRACTOR IS TO PROVIDE THE SIGN OR SYMBOL TO BE AFFIXED per sect. AJ5&AJ6 Utility Protection Detail TO THE EXTERIOR ELECTRIC METER BOX IN COMPLIANCE WITH 19 NYCCR ZONE 1 10.5 -16.0 1:p M 0 C6 FOR A PROPER 0 C, ZONE2 10.5 -29.0 THE AUTHORITY HAVING JURISDICTION TO DECIDE ATERIALS E-1 First Floor Electrical Plan PART 1265. IF NO ELECTRIC METER IS ATTACHED TO THE HOUSE, CONTACT o _2 Proposed E-2 Second Floor Electrical Plan LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS AND FIRST RESPONDERS. of 7: 4ME9 I Iq ZONE 3 10.5 -43.0 Proposed Proposed Addition an d E-3 Garage Electrical Plan Covered Porch First Floor Addition BRICK VENEER EARTH ZONE 1 10.0 -18.0 (456 s.f.) (57 s.f.) LN CALL BEFORE YOU DIG __: CD Classificaiton:Additions R e n ovat i o n -2 M ZONE 2 10.0 -30.0 as per sect.AJ18 CONCRETE MASONRY UNIT INSULATION (THERMAL) C14 ZONE 3 10.0 STEEL PVC or COMPOSITE MATERIAL Call 01"o- fore Vaii Dl� Zone Diagrams: For Proposed ROUGH WOOD RIGID INSULATION 2 Screened Electric Power Lines 3 2 Porch(263 s.f.) Proposed Perry Landing 2 CON FINI L; CRETE SH WOOD Gas,Oil,or Steam Communication Lines,CATV Proposed PLYWOOD GYPSUM BOARD Potable Water Proposed Stairs to grade & Stella 4 1111 4 > Landing Reclaimed Water, irrigation,Slurry - 0) 5 5 5 5 _J Proposed Sewers and Drain Lines Gable Interior 11- Unfinfished Attic M a l l as 3 - 4 5 2 4 Kno Wall Zone 04 0 wMairsbellow Temporary Survey Markings Call before you dig. Edge Perimeter 11 0 Existing 420 Summit Drive = Proposed Excavation Zone EnZone bc U_ Living Space SYMBOLS '0 (1,939 s.f.) Mattituck, NY MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS: Table R301.5 0 C classification: USE LIVE LOAD DEAD LOAD 0 alterations level 11 as Jurisdiction a) -NEW FRAMED WALL detail VICINITY MAP per sect. AJ5&AJ6 U) r2-"\ fnumber ZONING ANALYSIS Exterior Balconies and decks 40 psf 10 psf Proposed OR retailta 42 DETAIL Fire Escapes I Second Floor Addition psf Town of Southold EXISTING FRAMED WALL T A-4 40 psf 10 L sheet Passenger Vehicle Garages 50 psf as per plan Classificati) on: Suffolk County FRAMED TIMBERSTRAND WALL number Zone: R-40 Lot Coverage Calculations Unhabitable ATTICS without Storage 10 psf 10 psf Additions as per sect.AJ8 Lot Area=23,340 s.f.(.536 acres) max.allowed lot coverage Unhabitable ATTICS with Storage T 20 psf 10 psf Drawn By: f i R lot area x 20% REVISION CLOUD Min. Required 40,000 s.f. DOOR Habitable ATTICS and ATTICS M.P. - C 23,340 s.f.x 20% 30 psf 15 psf -0 Yards: served with fixed stairs SCOPE OF WORK 61 =4,668 s.f. STRUCTURAL BEAM ROOMS other than sleeping rooms Checked By: Z 40 psf 15 psf IH======iI WINDOW Required: Front=50 ft house= 1,968 s.f. Sleeping Rooms 30 psf 15 psf story Renovate Existing two wood frame residence M.A.M. JOISTS RAFTERS Side= 15 ft(min.) garage=760 s.f. 40 psf 10 psf Proposed first floor addition 211 WINDOW/ EXT. DOOR NUMBER Side=35 ft(total) Covered porch =417 s.f. Stairs Job No. two-digit (see schedule) Rear 50ft screened porch=263 s.f. FINAL MAP identification It 1:11 Guards and Handrails I A2 REVISION NUMBER pool=420 s.f. ('1420 Summit Dr. - 200 psf Icteral 2013 tnumber 11 floor level SMOKE DETECTOR 4,668 s.f. >3,828 s.f. (conforms) Mallituck, NY 11952 Guard in-fill components 50 psf Proposed garage conversion to living spas REVIEWED BY ZBA Sheet Title,��V INTERIOR DOOR NUMBER ROOFS 30 psf 15 psf DECISION# V3�3(allowed) (proposed) 7 Proposed covered porch tdoor (see interior drawings) 12( horizontal DEFLECTION: Table R301.7 DATE u_)�s Llhzh number "7q6<--verticaI ROOF PITCH ALLOWABLE DEFLEC Proposed crawl space conversion to unfinished cellar Cover Sheet 211 ---------- ABOVE / BELOW HIDDEN Structural Member Allowable Deflection two-di it ROOM NUMBER Proposed second floor addition 9 Scope of Work Rafters having slopes greater than 3/12 with no L/180 identification (see schedule) finished ceiling attached to rafters. Cooper Farms(77 tfloor level CENTERLINE 1 Rlftfa Interior Walls and Partitions Proposed screened porch mtl - Project Data -A LOT DESCRIPTION H/180 ELEVATION MARKER APR. . . . . . . . DRAFTSTOPPING Floors and Plastered ceilings L/360 Proposed landings F BI PLAN KEY 2 elevation number LOT#80 All other Structural Members L/240 Z07BO,4RD or,4M 1 A7.1 3 INTERIOR ELEVATION . (see plan key notes, same sht.) Exterior Walls with plaster or stucco finish H/360 Prop:osed detached garage Sheet Number: SECTION BLOCK It LOT : 1000 - 106 - 02 - 08 a Proposed HVAC work 4 ' section number SECTION sheet number Exterior Walls - wind loads with brittle finishes H/240 (OsC�J A TOTAL LOT AREA= 23,340 sf(.536 acres) Exterior Walls - wind loadsa with flexible finishes H/120 Proposed Electrical work, sheet number ZONING DISTRICT: R-40 Lintels Supporting Masonry Veneer Walls L/600 Mill Food Note : L=Spon Length, H=Span Height Proposed Plumbing Work for renovation GENERAL CONDITIONS CONCRETE GLAZING DRYWALL 1. All work shall conform to the codes listed on the cover sheet. 1. Foundation walls are to be a minimum of 3,000 psi, unless noted 18. PARTITIONS Fireblocking Materials: 1. Hazardous locations.The following shall be considered BATHROOM WALLS&CEILINGS: 1/2" mold&moisture resistant Equipment Sizing. Heating and cooling equipment shall be sized in accordance with All codes shall supercede the drawings and shall be incorporated into otherwise on plans. a. 2"x nominal lumber, or two thicknesses specific hazardous locations for the purposes of glazing: gypsum board with one coat of with ACCA Manual S based on buildingloads calculated in accordance with ACCA If „rt. the drawings,whether they are indicated on the plans or not. GENERAL Two thicknesses of 1"x nominal lumber with broken la joints a. Glazing in fixed and operable panels of swinging, sliding door tape and three coats of spackle \ b. p J Manual J or other approved heating and cooling calculation methodologies.New or ' °"' ; ' � °�, 2. All concrete work shall comply with the requirements of the American a. All framed walls are to be 2"x4"or 2"x6"wood studs at 16"oc and bifold door. - ,, t 2. Contractor shall check and verify all dimensions, notes and conditions Concrete Institute(ACI)and the 2020 RCNYS. unless noted otherwise on plans. c. One thickness of 23/32"wood structural with joints backed up by SHOWER WALLS&CEILINGS: 1/2" cement board replacement heating and cooling equipment shall have an efficiency rating equal toN. at the site before any construction work is started.The Contractor shall plan dimensions indicate the following stud sizes: 23/32"wood structural panels. b. Glazing in storm doors. with one coat fiberglass tape or greater than the minimum required by federal law for the geographic location �,� notify the Architect of any discrepancies or conflicts in the drawings 3. All concrete shall be air-entrained.Total air content(percent by volume 1-1/2" 2"x4"on the flat and one coat of thinset where the equipment is installed. and/or field conditions before:starting the work.The discovery of of concrete)shall not be less thasn 5%or more than 7%. 2-1/2 2„x3 d. One thickness of 3/4 particleboard with joints backed by 3/4 "�stud at 16�oc particleboard. c. Glazing in all unframed swinging doors. discrepancies after beginning the work shall be the full responsibility 3-1/2" 2"x4' stud at 16 oc GARAGE WALLS&CEILINGS: 5/8"type-x gypsum board Manual J&S is required for any new or replaced heating or cooling equipment " � ' of the Contractor to correct. 4. Garage slabs, carport slabs, exterior steps and porch slabs are to be 5-1/2" 2"x6"stud at 16"oc e. 1/2"gypsum board d. Glazing in doors and enclosures for hot tubs,whirlpools, saunas, where noted on plans with one coat of tape and M i a minimum of 3,500 psi. f. 1/4"cement based millboard steam rooms, bathtubs and showers. Glazing in any part of a three coats of spackle 3. Contractor shall report any discrepancies in plans and details to the b. Splices of the top and bottom portion of the double top plate must building wall enclosing these compartments where the bottom ELECTRICAL Owner and/or Architect at once. Demolition or excavation may reveal 5. The nominal maximum size of coarse aggregate shall not exceed be staggered as minimum of 24". g. Batts or blankets of mineral wool to be securely retained in place exposed edge of the glazing is less than 60 inches measured BOILER ROOMS/CLOSETS 5/8"type-x gypsum board M � C r ii n a conditions other than those assumed on the construction drawings. one-fifth the narrowest distance between forms or three-fourths the vertically above any standing or walking surface. with one coat of tape and 1. All electrical work shall conform to rules and regulations of the It is the responsibility of the contractor to notify the Architect and/or clear spacing between reinforcing bars or between as bar and the side c. Joints in top plates need not to occur over studs. FIRE PROTECTION OF FLOORS three coats of spackle 2017 National Electric Code, NFPA 70-2017 and the 2020 �� h ' tEik �� Owner immediately if the occurs. of the form. e. Glazing in an individual fixed or operable panel adjacent to a door Residential Code of NYS. d. Lap top plates at comers and intersections. 1. All floor assemblies are to be fire-resistance rated with a minimum of 1/2" shall be considered to be a hazardous location where the bottom BASEMENT WALLS&CEILINGS 1/2" mold&moisture resistant 4. Contractor shall locate&stakke out all existing underground utilities 6. Forms shall be made of wood,steel,aluminum, plastic,a composite of Any top plates that are cut to fit ductwork,headers, pipes,etc.shall gypsum wall board membrane,5/8"wood structural panel membrane or exposed edge of the glazing is less than 60 inches above the floor gypsum board with one coat of 2. The Electrical equipment and wiring shall e installed accordance prior to any excavation.Any utilities shown on the plans are an cement and foam insulation, or other approved material suitable for be strapped with a metal strap as specified on plans. equivalent on the underside of the floor framing member. Penetrations or walking surface and it meets either of the following conditions: tape and three coats of spackle with chapters 34 thru 43 of the 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 approximate location only and shall be verified by the Contractor. supporting and containing concrete. Forms shall provide sufficient equivalent on the underside electrical outlets, lighting,devices,luminaires, 3. Electrical work to be Fire Underwriter's inspected and approved. strength to contain concrete during the concrete placement operation. e. Plates shall not be less than 2 x nominal thickness. wires, speakers,drainage,piping and similar openings or penetrations e.1 Where the glazing is within 24 inches of either side of the TYPICAL(all other areas) 1/2"gypsum board with one areas 4. All electrical outlets in"wet" r hone. 6 1 - 5. Contractor shall be responsible for scheduling all required inspections Form ties shall be steel, solid plastic,foam plastic,or other suitable shall be permitted. door in the plane of the door in a closed position. coat of tape and three coats a s to be ground fault interrupter p 3 686 6585 With the authorities having jurisdiction. material capable of resisting the forces created by fluid pressure of f. Notching:Any stud in an exterior wall or bearing partition shall be of spackle (G.F.I.)type. fax. 631 686-6786 freshly poured concrete. permitted to be cut or notched to a depth not exceeding 25%its width. Exceptions: e.2 Where the glazing is on a wall perpendicular to the plane of 5. Working clearance dimensions around electrical panel to be a email. MMacrina@optonline.net 6. Contractor shall be responsible for obtaining all required paperwork Studs in non-bearing partitions shall be permitted to be notched to a. Floor assemblies located directly over a space protected by an the door in a closed position and within 24 inches of the minimum of 36"deep x 30"wide x 6-6"high. web. MMArchitectAIA.com from their subcontractors as required by the authority having jurisdiciton. 7. Do not pour in temperatures less than 40 degree weather, nor when a depth not to exceed 40%of a single stud width. Refer to details automatic sprinkler system in accordance with Section P2904, hinge side of an in-swinging door. The Contractor shall obtain and deliver to the Owner the certificate of freezing conditions are expected in less than 24 hours. for excessive notching studs. NFPA 13D, or other approved equivalent sprinkler system. FLASHING / SEALANTS / TAPES 6. All electrical work to be performed by a local licensed electrician. These plans are the exclusive proppee instrumentrty of the arc service and are hitect. occupancy and/or certificate of compliance. b. Floor assemblies located directly over a crawl space not intended f. Glazing in an individual fixed or operable panel that meets all of 1. Contractor to provide metal or soft flashing where framing lumber is Ground-Fault Circuit-Interrupter Protection. Infringements of the concepts and design ideas 8. Install'Tuff-N-Dry'exterior foundation waterproofing system or g. Drilling:Any stud shall be permitted to be bored or drilled, provided for storage or fuel-fired appliances. the following conditions shall be considered to be hazardous location: in contact with soil or concrete. presented on these drawings shall be prosecuted a 7. Do not scale drawings.Written dimensions shall take precedence approved equal unless a different product is specified in the plans. that the diameter of the resulting hole is not more than 60/"of the Locations. to the fullest extent of the law. Copyright 2019: over scale. Exterior foundation waterproofing system is to be installed from stud width,the edge of the hole is not more than 5/8 to the edge c. Portions of floor assemblies shall be permitted to be unprotected f.1 The exposed area of an individual pane is larger than 9 sf. 2. Contractor to provide continuous(coil)hidden metal flashing where 1.All bathroom receptacles are to have G.F.C.I. protection. Michael Macrina Architect, pc. All rights reserved, bottom of footingcontinuous) u to the finished grade line. of the stud,and the hole is not located in the same section as a cut where complyingwith the following: tops of level roofs intersect with vertical wall surfaces.See Ian for the part of the plans may en reproduced without y p g g' P p 2.All garage&accessory building receptacles are to have G.F.C.I.protection. the expressed written consent of the architect. 8. Any deviation from the Architect's drawings must be discussed with or notch.Studs located in exterior walls or bearing partitions drilled f.2 The bottom edge of the glazing is less than 18 inches above metal specification. the Architect for approval. 9. All footings are to be reinforced with rebar as per details in the plans. over 40%and up to 60%dhall be doubled with not more than two c.1 The aggregate area of the unprotected portions does not exceed 80 square feet per story. the floor. 3.All outdoor receptacles are to have G.F.C.I. protection. successive doubled studs bored. Refef to details for excessive 3. Contractor to provide metal step flashing around all chimneys,skylights 4.All crawl space receptacles are to have G.F.C.I. protection. 9. Contractor shall be responsible for adequately bracing and protecting 10. Contractor shall provide and install all cast in place anchor bolts, hold drilling of boring of studs. c.2 Fireblocking in accordance with Section R302.11.1 installed along 0 The top edge of the glazing is more than 36 inches above the and where sides of sloped roofs intersect with vertical wall surfaces. Drawing Status : all work during construction against damage, breakage,collapse, down straps, basement sashes,crawl space vents,etc. as per plans. the perimeter of the unprotected portion to seperate the unprotected floor;and All metal flashing shall extend up vertically a minimum of 4"from the 5.All unfinished basements receptacles are to have G.F.C.I. protection. distortion and misalignment according to applicable codes,standards h. Fire Blocking as required portion from the remainder of the floor assembly. roof surface. See plans for metal specificaiton. 6.All kitchen receptacles that serve countertop surfaces shall have and good practice. f.4 One or more walking surfaces are within 36 inches measured d.Wood floor assemblies using dimension lumber or structural composite G.F.C.I. protection. Bearing Walls: horizontally and in a straight line,of the glazing. 4. Contractor to provide metal cap flashing over all windows and exterior STRUCTURAL STEEL „ „ lumber equal to or greater than 2-inch by 10-inch nominal dimension, 7.All laundry, utility and bar sink receptacles that are located within Eft. 10. All work shall be performed in a first class manner with all new materials. a. Partitions must be constructed of minimum 2 x4 studs spaced at doors. See plans for metal specification. or other approved floor assemblies demonstrating equivalent fire of the outside edge of the sink are to have G.F.C.I. r The Contractor shall provide all equipment, labor and materials 1. All structural steel shapes shall have the following properties: 16"oc of type of lumber specified unless otherwise noted on plans. g. Glazing in guards and railings, including structural baluster panels 9 protection. foli performance.necessary for the proper execution and timely completion of the work. Wide Flange ASTM A992 Fy=50 ksi and nonstructural in-fill panels, regardless of area or height above 5. Contractor to provide copper step flashing for all masonry chimney to 8. Electrically heated floors, hydromassage bathtub,spa and hot tub The Contractor shall be responsible for all materials and equipment An les&Channels ASTM A36 F =36 ksi b. If a double to late of less than 2 2"x is used floor joists shall be a walking surface shall be considered to be a hazardous location. roof intersections.The flashing is to extend vertically P9 Y P P ( ) J 9 g e end ert cally up against the locations are to have G.F.C.I. protection. stored at the job site. Plates ASTM A36 Fy=36 ksi centered directly over bearing wall studs below with a tolerance of 2. Combustible Insulation Clearance chimney a minimum of 4"and let-into horizontal masonry joints 4". J1 ■ Hollow Structural Shapes ASTM A500 GR B Fy=50 ksi no more than 1". Combustible insulation shall be seperated not less than 3 inches from h Glazing in walls,enclosures or fences containing or facing hot tubs, 9.All receptacles within 6 feet of the outside edge of a bathtub or 11. The Contractor shall have the building department approved plans and recessed luminaires,fan motors and other heat-producing devices. spa's,whirlpools,saunas,steam rooms,bathtubs,showers and indoor or 6. Flash, caulk and seal all junctions of new roofs,walls and shower stall are to have G.F.C.I protection. ConstrucLI'lon any other approved plans and permits on the job site throughout the 2. All bolts are to be 3/4"dia.conforming to ASTM A325,type X. c. Interior bearing stud walls must be sheathed with a minimum of outdoor swimming pools where the bottom exposed edge of the glazing is penetrations,to form a watertight assembly. entire project. Install each bolt with a hardened washer under the nut or head, 1/2"gypsum board fastened as per nailing schedule with required Exceptions less than 60 inches measured vertically above any standing or walking Arc-Fault Circuit-Interrupter Protection. whichever is turned for tightening. fire blocking. Where heat-producing devices are listed for lesser clearances, surface shall be considered to be a hazardous location.This shall 7. Spaces to be caulked shall be clean and dry,joints more than 3/4" 12. All Contractors and Subcontractors shall be licensed and insured. combustible insulation complying with the listing requirements shall be apply to a single glazing and each pane in multiple glazing. deep shall be solidly filled with a neoprene rope or backer rod. Locations. 3. All structural steel exposed to the weather shall be hot-dipped galvanized d. All interior load bearing walls and exterior walls shall have 2"x cross separated in accordance with the conditions stipulated in the listing. 1.All branch circuits that supply 120-volt,single-phase, 15&20 amp 13. The Architect is not responsible for construction means, methods, after fabrication conforming to ASTM All 23&A153. blocking of similar width at stud midspan. Exception: 8. All caulked joints shall ber full continuous,waterproof, neatly wiped outlets installed in kitchens,family rooms,dining rooms,living rooms, techniques, sequences, procedures or for the safety precautions and WINDOWS / EXTERIOR DOORS Glazing that is more than 60 inches measured horizontally off or pointed and tooled where exposed to view. parlors,libraries,dens,bedrooms,sunrooms,recreation rooms,closets, programs in connection with this project. 4. All welding shall conform to AWS code D1.1 'Structural Welding Code' Nailing: and in a straight line,from the water's edge of a bathtub, hot tub, hallways,laundry areas and similar rooms or areas shall be protected by for steel, latest edition. a. All nailing shall comply with the latest fastener schedule shown on 1. All exterior windows and doors shall be designed to resist the spa,whirpool or swimming pool or from the edge of a shower, 9. All windows and exterior door flanges are to be taped with a'Tyvek' Dates : a combination type arc-fault circuit interrupter installed to provide 14. Contractor to follow all manufacturer's specifications, recommendations the plans. component and cladding wind loads specified on the cover sheet. sauna or steam room. or approved equal flashing tape.Jambs first then head over jamb tape. protection of the branch circuits. and installation details on all products used in this project. Contractor 5. All structural steel shall be given one shop coat of paint of not less than 4/23/21 Issued for Construction shall notify the Architect of any conflict between the plans and 2.0 mils dry film thickness conforming to steel structural painting Openings: 2. All exterior windows and sliding doors shall be tested by an approved i Glazing adjacent to stairs, landings and ramps where the bottom 10. All windows and exterior door flanges are to have a metal pan or a Single-and Multiple-Station Smoke Alarms. manufacturer's specifications, recommendations and installation council SSPC paint 2, 13 or 14. a. All framed openings in wall shall have a minimum of a single jack stud independent laboratory,and bear a label identifying manufacturer, exposed edge of the glazing is less than 36"above the plane of soft flashing pan over the rough sill framing continuously up each side. 9/1/22 Issued for Construction details prior to installation of an products used in this project. plus a single kin stud on each side of opening supporting a header performance characteristics and approved inspection agency to indicate the adjacent walking surface of stairways, landings between All smoke alarms shall with listed p accordance with UL 317 and P Y P P 1 P g g P g pp g p pp P g y J g Y g installed in accordance with the provisions of Section R314 of the 11/10/22 As per Town Comments Contractor shall be responsible for correction of any work that prevents if not specified otherwise on plans. compliance with AAMANVDMA/CSA 101/I.S.2/A440.Exterior side-hinged flights of stairs and ramps shall be considered to be a 11. Penetrations around all pipes,vents,ducts,wires, etc.through ceiling the correct installation of a specified product noted on the plans. MASONRY doors shall be tested and labeled as conforming to AAMA/WDMA/CSA hazardous location. and floor levels to be sealed with fire caulk-11 by Everkem or equal 2020 Residential Code of NYS and comply with the provisions 2/16/24 Garage Plans 19. BUILT-UP BEAMS 101/I.S.2/A440 or AMD 100. to meet ASTM 136 testing of NFPA 72. 15. The Contractor shall keep the job site clean, safe and free of debris. 1. Masonry shall be installed in running bond with PCL type M mortar. j. Glazing adjacent to the landing at the bottom of a stairway where Locations. (Section R314.3) 3/7/24 Issued for Construction 1. Built-up beams or joists formed by a multiple of 2"x dimensional 3. Garage doors shall be tested in accordance with either ASTM E 330 or the glazing is less than 36"above the landing and within a 60" (Updated Design) 16. These drawings are the property of the Architect and shall no be used 2. Grout for fully grouted units shall conform to PCLY type M mortar. lumber members shall be interconnected as follows: ANSI/DASMA 108,and shall meet the acceptance criteria of ANSI/DASMA 108. horizontal arc less less than 180 degrees from the bottom tread Single and g locations: ion smoke alarms shall be installed in without his consent. Drawings shall not be used for issuing of a a. Members 12"and less in height: nosing shall be considered to be a hazardous location. VENTILATION the following locations: building permit unless signed and sealed by Michael Macrina Architect,pc 3. All masonry walls shall have'Hohmann&Barnard'#120 Truss-Mesh Glue and nail with 2 rows of 16d nails at 12"oc staggered. 4. Window and glass door assemblies shall be anchored in accordance with the 1. MECHANICAL VENTILATION: 1. In each sleeping room. to be installed continuously at every other course unless specified published manufacturer's recommendations to achieve the design pressure Local exhaust and whole house mechanical ventilation systems are to 2.Outside of each separate sleeping area in the immediate in the plans.Truss mesh to be hot-dipped galvanized. b. Members greater than 9-1/4"in height or multiple 3"x members: specified. Substitute anchoring systems used for substrates not specified FIREPLACES be designed in accordance with section M1505 of the 2020 RCNYS vicinity of the bedrooms. DEMOLITIONNOTES Through bolt with 1/2"diameter machine bolts at 24"oc by the fenestration manufacturer shall provide equal or greater anchoring 3.On each additional story of the dwelling, including basements 4. All lap splices for reinforcing bars in masonry walls shall be 48X staggered top&bottom, 1-1/2"from edges. performance as demonstrated by accepted engineering practice. 1. Masonry Fireplaces 2. RECIRCULATION OF AIR: and habitable attics but not including crawl spaces and uninhabitable 1. Prior to demolition,the Contractor shall have all utilities disconnected. bar diameter, unless noted otherwise on plans. Hearth Slab Thickness 4"min.thickness for hearth extension Exhaust air from bathrooms and toilet rooms shall not be recirculated attics. In dwellings or dwelling units with split levels and without such as but not limited to gas,electric,water,telephone,cable, etc. 2. Built-up beams or joists formed by a mutiple of engineered lumber 5. Emergency escape and rescue opening required: within a residence or circulated to another room and shall be exhausted an intervening door between the adjacent levels,a smoke alarm No. Date Description In addition,the Contractor shall obtain utility mark-out prior to members are to follow manufacturer specifications unless noted Unfinished basements, habitable attics and every sleeping room Hearth Extension 8"for fireplace opening less than 6 sq.ft. directly to the outdoors. Exhaust air from bathrooms,toilet rooms and installed on the upper level shall suffice for the adjacent lower P commencing demolition or excavation. ROUGH CARPENTRY on plans. where noted on floor plans shall have not less one operable (each side of open'g) 12"for fireplace opening greater than or kitchens shall not discharge into an attic,crawl space or other areas level provided that the lower level is less than one full story emergency escape and rescue opening.Where basements contain equal to 6 sq.ft. inside the building except for ductless range hoods. below the upper level. Project : 2. Demolition work shall be done in strict conformance with local,state 1. Minimum header size to be(2)2"x6"unless noted otherwise on plan. 20. BOLTS IN WOOD FRAMING: one or more sleeping rooms,an emergency escape and rescue Hearth Extension 16"for fireplace opening less than 6 sq.ft. 4.Smoke alarms shall be installed not less than 3 feet horizontal) and federal regulations, including all permits and utility disconnects. opening shall be required in each sleeping room plus one in any 3. DOMESTIC COOKING EXHAUST: Y (front of opening) 20'for fireplace opening greater than or from the door or opening of a bathroom that contains a bathtub Proposed 2. All structural dimensional lumber to be doug fir#2 or better with a 1. All bolts in wood framing shall be standard machine bolts with common receation space. Emergency escape and rescue openings Domestic cooking exhaust equipment shall discharge to the outdoorss equal to 6 sq.ft. or shower unless this would prevent placement of a smoke alarm 3. The Contractor shall at all times provide protection against weather minimum Fb=850 and E= 1.4x10 . No SPF lumber may be used standard washers. shall open directly into a public way, or to a yard or court that opens through a duct.The duct shall have a smooth interior surface,shall be required b Section R314. . (rain,wind,storms,frost or heat)so as to maintain all work, materials, except for sills, plates and blocking. Southern Yellow Pine may be to a public way. Firebox Dimensions 20"min.firebox depth airtight,shall be equipped with a backdraft damper and shall be q Y 3 equipment and fixtures free from damages. Repair any damage to used as a substitution for doug fir. 2. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. „ independent of all other exhaust systems. Ducts serving domestic When more than one smoke alarm is re Addition a n d Exception: Thickness of 8 where firebrick lining is used required to be installed within an property of the Owner which is to remain in use. Basements used only to house mechanical equipment Wall of Firebox cooking exhaust equipment shall not terminate in an attic or crawl individual dwelling unit the alarm devices shall be interconnected in 4. Contractor to provide all necessary temporary supports as may be Distance from top 8 min. 3. All exterior lumber to be preservative treated 3. For sill plate anchors,see details on plans. space or areas inside the building. n not exceeding a total floor area of 200 square feet. such a manner that the actuation of one alarm will activate all of the e o at o n required to shore all existing structures prior to the installation of new 4. All lumber that is in contact with masonry/concrete is to be Lag Bolts: 6. Operational constraints and opening control devices: all bedrooms over background noise levels with all intervening of opening to Throat Exception: alarms in the individual dwelling unit.The alarm shall be clearly audible in structural elements. preservative treated. a. All lag bolts where specified on plans shall be of structural grade steel. Where installed in accordance with the manufacturers instructions, 9 g doors closed. Emergency escape and rescue openings shall s operational from 2. Factory Built Gas&Wood Fireplaces and where mechanical or natural ventilation is otherwise provided, the inside of the room without the use of keys,tools or special knowledge. ._--- Combination Detectors. 5. All existing elements to remain shall be protected during demolition. 5. Engineered lumber(LVL, PSL)to have a minimum Fb=2,850 and b. Washers shall be placed undefr the head of the lag bolts bearing Factory-built fireplaces shall be listed and labeled and shall be installed-`listed and labeled ductless range hoods shall not be required to For a minimum E= 1.9x106. on wood. Length of lag bolts shall be a minimum 2/3 depth of Window opening control devices complying with ASTM F 2090 shall be in accordance with the conditions of the listing, and shall be tested discharge to the outdoors. Combination smoke and carbon monoxide alarms shall be permitted 6. All existing ductwork, electrical components, etc. in areas to be members being bolted together. permitted for use on windows serving as a required emergency escape in accordance with UL 127. to be used in lieu of smoke alarms. demolished shall be protected and relocated as required according 6. SHEATHING/SUBFLOOR and rescue opening. Emergency escape and rescue openings shall 4 WHOLE HOUSE MECHANICAL VENTILATION SYSTEM: have minimum dimensions as specified in this section. Power Source. to field conditions. • Each plywood sheet shall bear the'APA'trademark stamp. c. All bolts that in contact with preservative treated lumber or exposed Hearth extensions of approved factory-built fireplaces .replaces shall be installed Unless specified otherwise by the HERS rater consultant,the whole • All plywood end joints shall be staggered and butt along the to the exterior are to be hot-dipped galvanized or stainless steel. in accordance with the listing of the fireplace.The hearth extension house ventilation system is permitted to utilize a bathroom exhaust The required smoke alarms shall receive their primary power from Perry 7. Contractor to provide dust-tight partitions between areas where center lines of framingmembers. 7. Minimum opening area: shall be readilydistinguishable from the surrounding floor area. fan continuous rate of 90 cfm as per table M1505.4.3 1 the building wiring when such wiring is served from.a commercial source g Emergency and escape rescue openings shall have a net clear g 9 a to run at a contau p ( ) 9 , demolition work is being performed and areas which are finished or • Nails shall be placed 3/8"minimum from the edge of the sheets. and when primary power is interrupted,shall receive power from a opening of not less than his square feet.The net clear opening & Stella in use. The minimum nail penetration into framing members shall be 5. VENTED ATTICS: battery.Wiring shall be permanent and without a disconnecting switch FIRE BLOCKING D RAFTSTO P P I N G dimensions required by this section shall be obtained by the normal 1-1/2"for 8d nails and 1-3/8"for 10d nails. For air-permeable insulations in vented attics, a baffle shall be other than those required for overcurrent protection. Smoke alarms operation of the emergency escape and rescue opening from the inside. INSULATION U LATI ON 1. DRAFTSTOPPING REQUIRED: installed adjacent to soffit and eave vents. Baffles shall maintain an shall be permitted to be battery operated when installed in buildings The net clear height opening shall be not less than 24 inches and the P rY P SSITEWORK EXCAVATION SUBFLOOR: 3/4"rated plywood (48/24) When there is usable space both above and below the concealed space 1. Foam Plastic(spray foam)insulation shall have a maximum flame opening equal or greater than the size of the vent.The baffle shall without commercial 0 / to be glued&nailed to each joist of a floor/ceiling assembly,draftstopping shall be installed so that the net clear width shall be not less than 20 inches. spread index of 75 and a maximum of a smoke developed index of 450. extend over the to of the attic insulation.The baffle shall be power. Mallas 9 1 9 Y, PP� 9 P P P 1. Contractor shall locate&stake out all existing underground utilities area of the concealed space does not exceed 1,000 sf. Exception: permitted to be any solid material. Carbon Monoxide Alarms. (Section 915 of the 2020 Fire Code of NYS) prior to any excavation.Any utilities shown on the plans are an EXTERIOR WALL SHEATHING: 1/2"exterior grade(CDX)plywood The draftstopping shall divide the concealed space into approximate Grade floor or below grade openings shall have a net clear 2. Foam Plastic(spray foam)insulation shall be separated from the Carbon monoxide alarms shall be installed in the following locations: 420 Summit Drive approximate location only and shall be verified by the Contractor. to be fastened to the studs as equal areas.Where the assembly is enclosed by a floor member opening of not less than 5 square feet. interior of a building by an approved thermal barrier of not less than Vent Clearance: 1.Carbon Monoxide are required Excavation shall not commence until utility mark-out is completed. per the nailing schedule and above and a ceiling membrane below,the draftstopping shall be 1/2"gypsum board, 23/32"wood structural panel or a material that Where eave or cornice vents are installed, insulation a minimum of a red on each level on which sleeping Mattituck, IVY the braced wall plan provided in a floor/ceiling assemblies under the following circumstances: 8. Window Sill Height: is tested in accordance with and meets the acceptance criteria of 1"space shall be provided between the insulation and the roof spaces are located,withhinin 10ft.of the sleeping area. 2. Excavate all areas as indicated in the drawings.All excavations shall Where a window is provided as the emergency escape and rescue both the Temperature Transmission Fire Test and the Integrity Fire sheathing at the location of the vent. More than one carbon monoxide alarm shall be provided be the minimum depths rerquired achieving clean undisturbed virgin ROOF SHEATHING: 1/2"exterior grade(CDX)plywood a. Ceiling is suspended under floor framing opening, it shall have a sill height of not more than 44 inches above Test of NFPA 275 such as'DC 315'or approved equal thermal barrier. where necessary to assure that no sleeping area on a story soil with stable moisture content and non-shifting and non-shrinking to be fastened to the rafters as the floor;where the sill height is below grade,it shall be provided with 6. UNVENTED ATTICS: is more than 1 Oft. away from a carbon monoxide alarm. Jurisdiction : soil characteristics.The Contractor shall be responsible for notification per the nailing schedule b. Floor framing is constructed of truss-type open-web or a window well in accordance with Section R310.2.3. 3. Foam Plastic(spray foam)insulation used in attics&crawl spaces As per section R806.5 of the RCNYS 2.On any story where a fuel-fired appliances and equipment, of poor soil characteristics to the Architect and shall not proceed with perforated members. shall be protected against ignition using one of the following materials: solid-fuel burning appliances and equipment, Town of Southold the work until receiving instructions from the Architect. 7. All framed openings in floors, roofs and ceilings shall have a minimum 9. All exterior windows and doors are to have a maximum U-value of a. 1-1/2"thickness of mineral fiber insulation such as'Roxul'or equal HVAC fireplaces or attached garages are located. of a double header and trimmer unless noted otherwise on the plans. Draftstopping Materials: 0.35 and a maximum solar heat gain coefficient factor of 0.40. b. 1/4"thick wood structural panels Suffolk County 3. The Architect has prepared the drawing and speifications with an Draftstopping materials shall not be less than 1/2"gypsum board c. 3/8"gypsum board Combustion Air Interconnection of Carbon Monoxide Alarms&Detectors: assumed bearing capacity of 2,000 pounds per sq.ft.and an assumed 8. All framing to be set plumb, level and accurately cut. or 3/8"wood panels. Draftstopping shall be installed parallel to the 10. FALL PROTECTION: d. 1/4"thick fiber cement board Soild Fuel When more than one carbon monoxide alarm or detector is required to �,)AlP,1 soil characteristic of sand, silty sand, clayey sand, silty gravel and floor framing members.The integrity of all draftstopping shall be In dwelling units,where the top of the sill of an operable window opening be installed within an individual dwelling unit or sleeping area,the �. „ „ Burning appliances shall be provided with combustion air in accordance with the /c,, A. r;; .,4. clayey gravel (SW,SP,SM,SC, GM and GC)unless a soil test analysis 9. All Joists and beams set flush with another beam shall be connected maintained. is located less than 24 above the finish floor and greater than 72 Ignition barrier is not required when the foam insulation has been alarm devices shall be interconnected in such a manner that the actuation Drawn By: .;) "\- ., has been performed as per table R401.4.1 of the 2020 RCNYS. with a metal joist hanger designed to match the size of the joist/beam above the finish grade or other surface below on the exterior of the tested in accordance with NFPA 286 such as'Quick-Shield 112'or appliance manufacturers installation instructions.Oil-fire appliances shall be >J �r Nz=' <,. ��\ unless specified otherwise on plans. 2. FIRE BLOCKING REQUIRED: building,the operable window shall comply with one of following: approved equal. be provided with combustion air in accordance with NFPA 31. of one alarm will activate all of the alarms in the individual unit. M P .1 P s . y.. 4. All excavations for concrete piers and footings shall be a minimum of Fire blocking shall be provided to cut off all concealed draft openings The alarm shall be clearly audible in all bedrooms over background noise • 2 �,i a. operable windows with openings that will not allow a 4 diameter Ducts levels with all intervening doors closed. t 3 feet below finished grade unless noted otherwise on the plans. 10. Install double floor joists under all parallel walls above unless noted (both vertical and horizontal)and to form an effective fire barrier sphere to ass through the opening where the opening is on its 4. Insulation to be as specified in the insulation schedule and details. Checked By: \ - otherwise on plans. between stories and between a top story and the roof space. P P 9 P 9 P 9 Duct Insulation �.. largest opened position. All supply ducts in unconditioned attics shall be insulated to a minimum of R-8 Equipment. M.A.M. 1? e 5. All backfill shall be clean granular fill. Fire blocking shall be provided in wood frame construction in the 5. Insulate around all window&exterior door rough openings with a low PP Y _-�-��- ,w, 11. All joist hangers and fasteners that are in contact preservative treated following locations: b.operable windows that are provided with window fall prevention expansion foam insulation. All other ducts shall be insulated to a minimum of R-6. Carbon Monoxide alarms shall be listed, labeled as complying with 3 1, , ` 6. No backfill shall be permitted against concrete or masonry foundation lumber or exposed to the exterior shall be hot-dipped galvanized or devices that comply with ASTM F 2090. UL2034 or CSA 6.19. Carbon Monoxide detectors shall be listed and Job No. itpreventi I a. In concealed spaces of stud walls and partitions, including furred Duct Sealing walls without floor framing or proper bracing as required to stainless ess steel. P p g c.operable windows that are provided with window opening control 6. Air Leakage labeled as complying with UL2075 and shall meet the sensitivity testing damage to foundation walls. No backfill shall be permitted within a spaces and parallel rows of studs or staggered studs; as follows: The buildingthermal envelope shall be constructed to limit air leakage All ducts,air handlers and filter boxes shall be sealed.Joints and seams shall be 2013 g p gg devices that comply with ASTM F 2090.The window opening p g and alarm thresholds of UL2034 or CSA 6.19.Carbon Monoxide alarms, minimum of two weeks after pouring.The Contractor shall be 12. All shims under cellar/crawl space girders are to be steel shims. -vertically at the ceiling and floor levels. The sealing methods between dissimilar materials shall allow for made substantially airtight by means of fastners,welds,tapes,mastics,gasketing 'control device,after operation to release the control device detectors and alarm control units shall be installed in accordance responsible for any damage to concrete or masonry wall. -Horizontally at intervals not exceeding 10 ft. for differential expansion and contraction. Refer to the air barrier and or other approved closure systems.allowing the window to fully open,shall not reduce the net clear Sheet Title ' %�� 13. Wrap all wood girders that sit in a concrete or masonry beam pocket opening area of the window unit to less than the area required insulation installation schedule. with the R.C.N.Y.S.and the manufacturers installation instructions. 7. All grading to drain surface storm water away from foundation walls with soft flashing to prevent direct contact with the concrete/masonry. b. At all interconnections between concealed vertical and horizontal by section R310.2.1. Duct Support Power Source. at a minimum rate of 5%slope. spaces such as occur at soffit, drop ceilings and cove ceilings. 7. Insulation&Fenestration Requirement by Component Metal ducts shall be supported by 1/2"with 18 gauge metal straps or 12 gauge Carbon Monoxide alarms and detectors shall receive their primary power General Notes. 14. No structural members shall be altered,omitted, notched, cut or Refer to insulation schedule/sections or details galvanized wire at intervals not exceeding 10 feet or other approved methods. from the building wiring,where such wiring is served from a commercial 8. Stockpile topsoil for re-use, redistribute topsoil for final grading. relocated without prior approval by the Architect. c. In concealed spaces between stair stringers at the top and bottom of ATTIC / CRAWL SPACE ACCESS Nonmetallic ducts shall be supported in accordance with the manufacturers source and shall be equipped with a battery backup system that the run.Enclosed spaces under stairs shall have walls.under-stair surface Building Code 9. Contractor to excavate all stepped footings as per plans and details. 15. When using dimensional lumber,there shall be not less than one line and any soffits protected on the enclosed side with a 1/2"gypsum board. 1. The Contractor shall provide attic access for any attic areas that exceed installation instructions. automatically provides power from one or more batteries when primary CLOTHES DRYER EXHAUST power is interrupted.Wiring shall be permanent and without a of bridging at every 8 feet of span in floor,attic and flat roof framing. 30 sf, and have a vertical height of 30"or more.The rough framed P P 9 P Duct Separation The bridging shall consist of not less than 1"x3"lumber set diagonally d. At openings around vents, pipes,ducts, cables and wires at ceilings opening shall not be less than 22"x30"and shall be located in a hallway 1. To be installed as per section M1502 of the 2020 Residential disconnecting switch other than those required for over current protection. Requirements in each direction and double nailed at each end or equivalent pre-fab and floor level,with an approved material to resist the free passage or other readily accessible location.Where the access is located in a Code of NYS. Ducts shall be installed with at least 4^separation from the earth except where D RYW E LLS / SANITARY SYSTEM they meet the requirements for underground duct systems metal bracing. of flame and products of combustion. ceiling, minimum unobstructed headroom in the attic space shall be . Listings 1. Drywells are to be located as per the drainage plan and shall consist 30" at some point above the access. 2. Clothes dryer exhaust system shall be discharged to the exterior. Carbon monoxide alarms shall be listed in accordance with UL 2034. of concrete leaching rings(size as per plans)with concrete cover. 16. Provide continuous blocking under all posts down to the foundation, e. Spaces between chimneys and floors and ceilings through which Ducts located in garages and ducts penetrating the walls rn ceilings au a she the Drywells shall be set in clean sand soil a minimum of 3ft above beam and/or column with similar post material as specified on plans. chimneys ass shall be fireblocked with noncombustible material 2. Access doors from conditioned spaces to unconditioned spaces such 3. Exhaust ducts shall have a smooth interior finish and be constructed dwelling from the garage shall be constructed of a minimim No.26 gauge sheet 111111111111111111111 � Y P P P Y P P P Combination Alarms. ground water. Drywells are to be wrapped with landscape fabric to securely fastened in place.The fireblocking of spaces between as attics and crawl spaces shall be weatherstripped and insulated to a of metal having a minimum thickness of 28 gage.The duct shall metal or other approved material and shall not have opening into garage. Sheet Number: prevent soil intrusion. 17. Joists and rafters shall be limited to cuts and bored holes no deeper chimneys and wood joists, beams or headers shall be self-supporting level equivalent to the insulation on the surrounding surfaces.Access be 4"nominal in diameter. Combination carbon m ono i de Parke alarms shall be p P Y 1 PP 9 q 9 alternative to carbon monoxide alarm i n c oxide/ than 1/6 the depth of the member and shall not be located in the middle or be placed on strips of metal laid across the spaces between shall be provided to all equipment that prevents damaging or compressing tZ ��,,.,�,,,2. Drywells are to be connected with a min.of4"dia. PVC sewer pipe to 1/3 of the span. Notch depths of the ends at the member shall not exceed combustible material and the chimney. the insulation.A wood framed or equivalent baffle or retainer is required 4. The maximum length of a clothes dryer exhaust duct shall not exceed smoke alarms shall be listed in aacor Fn O 4 �rL 7V each downspout leader unless noted otherwise on plans. 1/4 the depth of the member. Holes bored into the joist shall not be closer to be provided when loose-fill insulation is installed,the purpose of which 35 ft.from the dryer location to the wall or roof termination. REVIEW E W�� � i A M than 2"to the top or bottom of the joist,and the diameter of the hole shall f. Fireblocking of cornices of a two family dwelling is required at the is to prevent the loose-fill from spilling into the living space when the attic The maximum length of the duct shall be reduced 2.5 ft.for each 3. Proposed sanitary system is to be installed as per Suffolk County not exceed 1/3 the depth of the joist.There shall be no notches on the line of dwelling unit separation. access is opened, and to provide a permanent means of maintaining 45-degree bend and 5 ft.for each 90-degree bend.The maximum D ECISI Department of Health Services code and as per approved permit. bottom side of the joists, beams and rafters. the installed R-Value of the loose fill insulation. length of the exhaust duct does not include the transition duct. DATED I I I . Notes INSULATION SCHEDULE (thermal envelope) n r 13.Utility Room Containing Fuel-Burning Appliances. Where open combustion air ducts Exception: A duct air leakage test shall not be required where House Component R Value Insulation Insulation Moisture Air Barrier Remarks g, Attic and Crawl Space Acces s Hatches and Doors. Access doors from � 9 g PP P p g qu ed e e ducts and p ( ) Thickness Type Barrier Sealing Detail conditioned spaces to unconditioned spaces such as attics and crawl spaces provide combustion air to open combustion fuel-burning appliances,the appliances air handlers are located entirely within the building thermal envelope. s ENERGY/ CONSERVATION shall be weatherstri ed and insulated to a level equivalent to the insulation and combustion air opening shall be located outside the building thermal envelope ExistingFloors stem assembly PP q p g g p A written report of the results of the test shall be signed by the party Y y existing to remain BUILDING THERMAL ENVELOPE on the surrounding surfaces.Access shall be provided to all equipment that or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall (2"x8"floor joists) 1.These plans are designed to be in accordance with the 2020 prevents damaging or compressing the insulation.A wood-framed or be sealed and insulated in accordance with the envelope requirements of Table conducting the test and provided to the code official. equivalent baffle or retainer is required to be provided when loose-fill N1102.1.2,where the walls,floors and ceilings shall meet a minimum of the New Concrete Slab Insulation R-10 2"x24" Rigid Board required Residential Code of NYS and the 2020 Energy Conservation L 19. Building framing cavities shall not be used as ducts or plenums. for addition Dow Tuff-R A insulation is installed,the purpose of which is to prevent the loose-fill basement wall R-value requirement.The door into the room shall be fully gasketed i Construction Code of NYS for a climate zone of 4A. O � � I from spilling into the living space when the attic access is opened,and to and any water lines and ducts in the room insulated in accordance with Section 20. Mechanical System piping insulation shall be capable of carrying fluids above 105 F 2.The interior design temperatures used for heating and cooling load provide a permanent means of maintaining the installed R-Value of the N1103.The combustion air duct shall be insulated where it passes through or below 55'Fwith a minimum of R-3 insulation. New Floor system assembly R-30c 8" Fiberglass calculations shall be a maximum of 72'F for heating and a minimum loose-fill insulation. the conditioned space to a minimum of R-8. LL for addition Batts B of 75°F for cooling. 21. Lighting. Not less than 75 percent of the lamps in permanently installed lighting (2"x8"floor joists) 10.Air Leakage. The building thermal envelope shall be constructed to limit 14.Recessed Lighting. Recessed luminaires installed in the building thermal envelope fixtures shall be high-efficacy lamps or not less than 75 percent of the Perimeter rim joist around R-21 Closed Celt 3.All materials, systems and equipment shall be installed in accordance with air leakage.The sealing methods between dissimilar materials shall allow shall be sealed to limit air leakage between conditioned and unconditioned spaces.All permanently Installed lighting fixtures shall contain only high-efficacy lamps. second floor � 7 per 1" 3.� Spray Foam B the manufacturer's instructions and the 2020 Residential Code of NYS for differential expansion and contraction. Refer to the air barrier and recessed luminaires shall be IC-rated and labeled having an air leakage rate not p y g g y g Y P p p y Arch iitect and the 2020 Energy Conservation Construction Code of NYS. insulation installation schedule. more than 2.0 cfm when tested in accordance with ASTM E 283 at a 1.57 psf Exception- Low-voltage lighting. Cantilever floor over outside air R-42 6" Closed Cell 4. Certificate: A permanent certificate shall be completed by the builder pressure differential.All recessed luminaires shall be sealed with a gasket or caulk 7 per 1" Spray Foam 21 Main Street Stony Brook NY 11790 and posted on a wall in the space where the furnace is located, 11.Testing. The building or dwelling unit shall be tested and verified as having between the housing and the interior wall or ceiling covering. Typical Second Floor system 5-1/2" Fiberglass Batts a utility room or an approved location inside the building. an air leakage rate of not exceeding three air changes per hour in Climate Zone phone. 631 686-6585 Where located on an electrical panel,the certificate shall not 3 through 8.Testing shall be conducted in accordance with ASTM E 779 or ASTM 15.Programmable thermostat. The thermostat controlling the primary heating or cooling Recommended Testing Agency: P g g fax. 631686-6786 cover or obstruct the visibilityof the circuit directorylabel,service E 1827 and reported at a pressure of 0.2 inches w. 50 Pascals).Where required system of the dwellingunit shall be capable of controllingthe heating and cooling Integrity Home Energy Assessments: 631 325-4006 Existing Exterior R-21 Closed Cell p g' ( ) q Y p g g 9 Y 9y ( ) Walls(2"x4"} 7 per 1" 3' Spray Foam A email. MMacrina@optonline.net disconnect label or other required labels.The certificate shall list the by the code official,testing shall be conducted by an approved third party.A system on a daily schedule to maintain different temperatures set points at different web. MMArchitectAIA.com predominant R-values of insulation installed in or on ceiling/roof,walls written report of the results of the test shall be signed by the party conducting times of the day.This thermostat shall include the capability to set back or New Exterior R-21 3„ Closed Cell A/B foundation (slab, basement wall, crawl space wall and/or floor)and ducts the test and provided to the code official.Testing shall be performed at any time temporarily operate the system to maintain zone temperatures down to 55°F or up U) Walls(2"x4") 7 per 1" Spray Foam These plans are an instrument of service and are _ outside conditioned spaces; U-factors for fenestration and the solar heat after creation of all penetrations of the building thermal envelope. to 85°F.The thermostat shall initially be programmed by the manufacturer with a the exclusive property of the architect. space around exterior window/ Infringements of the concepts and design ideas gain coefficient(SHGC)of fenestration, and the results from any required heating temperature set point no higher than 70`F and a cooling temperature set door jambs required presented on these drawings shall be prosecuted ducts stem and building envelope air leakage testing done on the point no lower than 78'F to the fullest extent of the law. copyright 2019: Y 9 P 9 9 During Testing: P Michael Macrina Architect, c. All rights reserved, g g� Over exterior wall plate ±R-35 Varies Closed Cell p g building.Where there is more than one value for each component,the C�D no part of the plans may be reproduced without 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not 6.5 per inch Spray Foam the expressed written consent of the architect. certificate shall list the value covering the largest area.The certificate sealed, beyond the intended weatherstripping or other infiltration control measures. 16.Duct Insulation. All supply ducts in unconditioned attics shall be insulated to a shall list the types and efficiencies of heating, cooling and service water minimum of R-8.All other ducts shall be insulated to a minimum of R-6. First Floor Exterior wall adjacent to R-21 3 Closed Cell 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall to foundation wall 7 per 1" Spray Foam E heating equpiment.Where agas-fired unvented room heater, electric p p Y furnace, or baseboard electric heater is installed in the residence,the be closed, but not sealed beyond intended infiltration control measures. 17.Duct Sealing. All ducts, air handlers and filter boxes shall be sealed.Joints and Drawing Status t 3. Ineriror doors, if installed at the time of the test,shall be open. seams shall be made substantial) certificate shall list"gas-fired unvented room heater","electric furnace"or y airtight by means of fastners,welds,tapes, cn Locate ceiling insulation in roof baseboard electric heater", as appropriate.An efficient shall not be 4. Exterior door for continuous ventilation systems and heat recovery ventilators mastics, asketin or other approved closures stems. R-35 5" Closed Cell required CAD Y 9 9 PP Y c rafters for an unvented 7 per 1" listed for gas-fired unvented room heaters,electric furnaces or electric shall be closed and sealed. conditioned attic(hot roof design) P Spray Foam baseboard heaters. 5. Heating and cooling systems, if installed at the time of the test,shall be 18.Duct Testing. Ducts shall be pressure tested to determine air leakage by one of the U 7, turned off. following methods: Insulation and Fenestration Requirement by Component. s s u foli 6. Supply and return registers, if installed at the time of the test, shall be 1. Rou h-in test:Total leaks a shall be measured with a ressure differential of Refer to insulation schedule. g g p fully open. 0.1 inch w.g. across the system, including the manufacturer's air handler Window/ Door Type (U) Factor S.H.G.C. Remarks 8. Eave Baffle. For air-permeable insulations in vented attics, a baffle shall enclosure if installed at the time of the test.All registers shall be taped or L ■ be installed adjacent to soffit and eave vents. Baffles shall maintain an 12.Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers otherwise sealed during the test. 0 Double Hung Windows 0.30 0.30 Const���•�`� � I n opening equal or greater than the size of the vent.The baffle shall or doors,and outdoor combustion air.Where using tight-fitting doors on 0 extend over the top of the attic insulation.The baffle shall be permitted factory-built fireplaces listed and labeled in accordance with UL 127,the 2. Postconstruction test:Total leakage shall be measured with a pressure differential to be any solid material. doors shall be tested and listed for the fireplace.Where using tight-fitting of 0.1 inch w.g.across the entire system, including the manufacturer's air Casement Windows 0.30 0.30 handler enclosure. Registers shall be taped or otherwise sealed during the test. doors on masonry fireplaces,the doors shall be listed and labeled in g p g accordance with UL 907. Awning Windows 0.30 0.30 0 Hinged Doors 0.30 0.30 � Dates TYPICAL INSULATION DETAILS � Sliding Doors 0.30 0.30 4/23/21 Issued for Construction Skylights N/A N/A 9/1/22 Issued for Construction 11/10/22 As per Town Comments Notes: 2/16/24 Garage Plans typical exterior wall insulation - If Air Barrier Sealing is required, refer to air barrier& installation schedule below. 3/7/24 Issued for Construction (see insulation schedule) (Updated Design) 41n� - See Typical Insulation Details, same sheet typical siding typical exterior wall Air Barrier and Insulation Installation Schedule Table N1102.4.1.1 (402.4.1.1) s. Insulation second floor (see insulation schedule) Component Air Barrier Criteria Insulation Installation Criteria M , 1�3 c. zt A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall not be used as a No. Date Description plywood sheathing %��` sealing material. ?; The exterior thermal envelope contains a continuous air barrier. General Requirements p Project typical rim insulation 24" i (see insulation schedule) Breaks or joints in the air barrier shall be sealed. _ Y PP 9 9 Y PP g Proposed The air barrier in an dro ed ceilin /soffit shall be ali ned with The insulation in an dro ed ceilin /soffit shall be 2"thick x 24"(R-10) the insulation and any gaps in the air barrier sealed. aligned with air barrier. rigid insulation (see insulation schedule) Ceiling/Attic Addition a n d Access openings, drop down stairs or knee wall doors to pf'. unconditioned attic spaces shall be sealed.typical exterior wall Renovation insulation (see insulation schedule) The junction of the foundation sill plate shall Cavities within comers and headers of frame walls shall be be sealed. insulated by completely filling the cavity with a material having Walls The junction of the top plate and the top of having a thermal resistance of R-3 per inch minimum. ------- - "exterior walls shall be sealed. For Exterior thermal envelope insulation for framed walls shall be Typical Second Floor Knee walls shall be sealed. installed in substantial contact and continuous alignment with The junction of every stud,top plate&shoe plate to exterior sheathing the air barrier. shall be continuously sealed Insulation Detail Windows, skylights The space between window/doorjambs and framing, and Perry Typical Cellar Slab and doors skylights and framing shall be sealed. 1 .1,2.. = 1 ._0.. Insulation Detail Rim Joists Rim joists shall include the air barrier. Rim joists shall be insulated. & Stella The air barrier shall be insulated at any Floor framing cavity insulation shall be installed to maintain a I I a S Floors exposed edge of insulation. permanent contact with the underside of subfloor decking,or including above garage and floor framing cavity insulation shall be permitted to be in contact cantilevered floors with the top side of sheathing, or continuous insulation installed 420 Summit Drive on the underside of floor framing;and extends from the bottom to IVIattltUCk NY the top of all perimeter floor framing members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, insulation Crawl space walls covered with a Class I vapor retarder with shall be permanentley attached to the crawl Jurisdiction typical ceiling overlapping joints taped. space walls. insulation (see insulation schedule Town of Southold typical ceiling Duct shafts, utility penetrations,and flue shafts opening 4 r Shafts, penetrations U. �j>h,,, insulation <; c to exterior or unconditioned space shall be sealed. {j'� >$, '' '''{,'' see insulation schedule Suffolk County S Ire<. ;¢i3;�<$.,{} ;s Batts in narrow cavities shall be cut to fit,or narrow } . $`i `� r P.C.foundation wall cavities shall be filled by insulation that on ? Narrow Cavities installation readily conforms to the available cavity ace. Drawn B F R h s Y� O l i t i�. S ` ' P C 0, $ • r existing roof rafter >< "'r._ typical exterior wall Air sealing shall be provided between the garage � .} 9 P 9 9 M.P. k� t %S ; insulation < # Garage Separation y and conditioned spaces. U s (see insulation schedule) {fi. Checked By: r . _ ->' Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal t �. Recessed lighting M.A.M. thermal envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. �g } Batt insulation shall be cut neatly to fit around wiring and plumbing Job No. �o ',I 7 Plumbing and wiring in exterior walls,or insulation that on installation readily conforms is t to available space shall extend behind piping and wiring. 2013 The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and ` Shower/tub on exterior wall Sheet Title/ •1 tubs shall seperate them from the showers and tubs. tubs shall be insulated. !� $ existing exterior wall Electrical/phone box on The air barrier shall be installed behind electrical or communication Energy Notes J n exterior walls boxes or air P.C. sealed boxes shall be installed. , < .c. slab ".. s - Insulation Sch typical exterior wall typical exterior wall } HVAC register boots that penetrate building thermal envelope insulation insulation HVAC register boots ■ (see insulation schedule) 's soffit (see insulation schedule) c soffit shall be sealed to the subfloor or drywall. M When required to be sealed, concealed fire sprinklers shall only be - Insulation Details sealed in a manner that is recommended b the manufacturer. typical siding typical siding Y Concealed f Sprinklers P Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. Typical Flat Ceiling Insulation Typical Vaulted Ceiling Insulation First Floor Exterior Wall q=INAL MAP Sheet Number : & Baffle Detail at Rafter Splay & Baffle Detail at Rafter Splay Adjacent to Foundation WallEVxEwED "Y 'ZB �` p y J DECISION# I DATF-D: , Exterior Trim Boards Typical Asphalt Roofing First Floor Window Schedule: Alum.drip cap flashing 7 Typical Exterior i color to match trim color G_3 Material Architectural Asphalt Roof Shingles All awning and casement windows are to be'Anderson' nt` Sheathing All Exterior Trim Boards are to be to or equal. to be selected unless noted otherwise on elevations 400 Series. Color to be selected. a Typ. moisture barrier over'GAF'deck armour,continuously wrap up all r; Typical Gyp. Board r�5/4"x4"head casing Installation adjacent wall surfaces a min.of 12". All exterior doors are to be'Anderson'400 series v #,, Install as per manufacturers specifications: i P P over plywood sheathing ' 8 -Install 2 fasteners per every framing member for trim board Eave Protection Room Model#/Size Remarks Typical Siding Extend sill 1"past casing I applications. Install (1)Layer of Ice&Watershield (self-adhering G-3 pP 101 Sitting Room TW210410 egress KA i of mer modified bitumen sheet from the eaves ed eExterior Caulking(typ.) -Install over flat,solid substrate. P Y ) 9 C-All'Versatex'Joints are to be Glued with'Versatex'adhesive to a point at least 24"inside the exterior wall 5/4"x4" Exterior trim "` -Utilize 316 grade stainless steel fasteners where necessary line of the building. 102 Sitting Room TW210410 egress _ board -Cortex screw and plus fasteners for all fascia, rake,frieze a [° miter and window trim. Low Sloped Roof Protection (2:12 to 4:12 pitch) Relocated Install 1 layer of ice&watershield over the plywood 103 TW210410 egress Cover window flange selected casing ( ) Y p Bedroom#1 �� � itE:.% ct with soft flashing �'� � a, Typical Sizes House: sheathing instead of the 30#felt paper.Exterior Caulkin -- F •Fascia Board- 1"x8"fascia 1 Relocated TW210410 egress (typical) i° •Rake Board-'Versatex'imperial rake moulding Fasteners O Bedroom#1 «,:. .u: All Fasteners are to be corrosion-resistant with a 21 Main Street Stony o v (#VERIR01)over 1"x8"rake "• 105 Foyer TW24410 tempered glass Brook NY 11790 Extension Jamb(if required) in minimum penetration of 3/4 into the sheathing. y •Frieze Board under Rake-Versatex'rams crown Use(6)fasteners for each shingle. o a Wrap structure with X x (#VERRC01)over 1"x6"over 5/"pack-out O 1, phone. 631 686-6585 106 Foyer 36'x80 tempered glass �, o soft flashing prior to ItLO n • Frieze Board under Eave-'Versatex'rams crown swing door fax. 631 686-6786 � window installation Ventilation 9 (to be selected) o (#VERRC01)over 1"x8"over %4"pack-out -Unvented roof 107 Foyer TW24410 tempered glass email. MMacrina@optonline.net • Soffit-1"x6"'Versatex'/2"x 5 z"bead-board soffit web. MMArchitectAIA.com Exterior Interior -run parallel to house under all flat eaves 0 9 Laundry Room TW210410 These plans are an instrument of service and are Side = N Side -run perpendicular to house under all sloped rake overhangs 108 the exclusive property of the architect. Infringements of G-3 presented e t d on thesedrawings shall be prosecuted _ •Cts and design ideas orner Boards-5/"x 6" 'Azek'historic . 109 New Den TW210410 to the fullest extent of the law. Copyright 2019: Window Trim-see detail Typ i ea I Siding Michael Macrina Architect, c All rights reserved, sill extension� P 9 Typical Window Jamb Detail with drip cut •Trim Board at cantilever-5/"x 8"frieze board with no part of the plans may be reproduced without (#AZM-6930) s x 4"tapered cap Nu-Cedar PVC Shingles 110 New Den TW210410 the expressed written consent of the architect. /" in wood frame wa 1 I to be selected over Typ. Casing s i n Detail i I Henry Blueskin VP100 111 New Den FWG60611 L tempered glass g Yp g Typical Sizes Garage: over Plywood Sheathing Drawing Status 3/4" = 1 '-O" •Garage Fascia Board- Vx8"fascia Install PVC shingles as per manf. specs. 112 Relocated TW210410 egress •Garage Rake Board- 1"x3"trim board over 1"x8"rake board Bedroom#2 • Frieze Board under Rake- 1"x6"frieze board over %4"pack-out 113 Relocated TW210410 egress Bedroom#2 i • Frieze Board under Eave- 1"x8"frieze board over 5/"pack out �. i A fo Typical Board & Batten Siding 114 Sitting Room TW21042 tempered glass I •Soffit-'Azek'Y2"x 6"V-groove Wrap structure with I selected stool -run parallel to house under all flat eaves soft flashing prior to FIt to be painted -run perpendicular to house under all sloped rake overhangs 1"x2"Azek vertical battens over 115 Sitting Room TW21042 r Typical Siding " 1"XI 0"Azek vertical boards w/1/2"space Const I C I n window installation i YP g •Corner Boards-V4 x 6 first floor between boards for expansion over i t" Y %4 Exterior Caulking � • - "x 4"at dormers ice&watershield underiayment Window Trim-see detail Second Floor (typical) Q a selected apron install blueskin tape Window Schedule: p over metal flashing Typical Gyp. Board 'Azek'Historic Sill zX1Miter Each End& , to be painted(#AZM-6930) Return Into Wall All awning and casement windows are to be'Anderson' Aluminum Flashing 400 Series. Color to be selected. color to match trim Gutters All exterior doors are to be'Anderson'400 series Dates Drip Cap'Azek' All Gutters are to be 6"aluminum half round with brackets. Typ. moisture barrier 4 Typical Gyp. Board #AZM-197 where req. a All Leaders(downspouts)are to Round Aluminum. Room Model#/Size Remarks 4/23/21 Issued for Construction Typ. moisture barrier Typical Exterior =:1 ;;' 201 OMIT 9/1/22 Issued for Construction Sheathing ,i�i 5/4"x4"Exterior trim board �. ( Cover window flange selected casing 11/10/22 As per Town Comments Typical Siding t'.`�, g Flashing 202 New Great Room TW210410 tempered glass 2/16/24 Garage Plans YP 9 with soft flashin kr g Exterior Caulking— bottom sash (typical) 3/7/24 Issued for Construction For all Horizontal Wall to Roof Intersections, 203 New Great Room TW210410 o glass (Updated Design) Typical Window i Detail i Install Aluminum Coil Flashing_ bottom sash Extension Jamb For all Sloped Wall to Roof Intersections, 204 New Great Room TW21042 in wood frame wa I 1 i (if required) Install Aluminum Step Flashing. All Window Drip Caps to be Aluminum. 205 New Great Room TW21042 i 3"0 206 New Great Room TW21042 Roof J L existing vent vent tall roof J L Typical Window Head Detail through roof (typ. all vents) Existing TW210410 egress �� Roof Attic Window Schedule: 207 9 g No. Date Description Bathroom#3 New Renovated Relocated 3" = 1 '-O" in wood frame wall All awning and casement windows are to be'Anderson' 208 Existing TW210410 egress Project Kitchen Bathroom #3 _ _ Bathroom #4 400 Series. Color to be selected. Bathroom#3 I Exterior Caulking (typ.) O Relocated A31 tempered glass Proposed r�� I � 1�—-_ _ Room Model#/Size Remarks 209 3"0 1--3 Bathroom#4 1 r � I vent �-2"� � 5/4"x 4"Exterior Trim Board T--2 0 ( 2 —� vent I I I 2"� cut to size A01 210 Existing TW21042 vent vent vent Attic CIR20 O Bedroom#4 Addition and Sink 2"0� I I I I I I vent �-2"o Exterior Typical Exterior Sheathing 3was vent I I I I Lay. Lay. II vent A02 Attic CIR20 a Bedroom#4 TW21042 Renovation waste I Lay. SIZE OF TRAPS FOR PLUMBING FIXTURES Side Cover window flangewith T1p• . I w.c. I W.C. I table P3201.7 soft flashing AR221 I I I A03 Cupola 212 Existing TW210410 egress Shower Shower Plumbing Fixture Trap Size line of sill below Bedroom#4 Sec. Floor I Sec. Floor For Bathtub(with or without shower head 1-1/2" Double 2"x A04 Cupola AR221 213 Existing TW210410 egress I and/or whirlpool attachements) Bedroom#4 tie in to existing—' 2"0 2"0 " 2"0 2"0 waste Bidet 1-1/4" (see plan) Cupola A05 Cu ola AR221 2 4 waste 3"� I 3 t waste P 214 Bedroom#4 TW210410 egress Perrywaste Existing waste waste waste waste gClothes washer standpipe 2" 1{Bathroom #1 Renovated A06Cupola AR221 Bathroom #2 ,.�I New Dishwasher(on separate trap) 1-1/2" Wrap structure with O 215 New Great Room H30611AL tempered glass Bathroom #5 TW2032 & Stella �--ex. I 3"0 1. 3"0 r f soft flashing prior to vent �ex. 1 2"0-4 vent I I vent ;-2"0 , Floor Drain 2" N N = window installation 216 New Kitchen I vent I ex 2"0� vent I I I I vent I 2"� Kitchen Sink(on or two traps,with or 1-1/2" Mallas. without dishwasher and food waste dis oser vent vent I I I ( i vent P ) 217 New Kitchen TW2032 Lay. I I Lay. Lay. LaundryTub 1-1/2" w•cp I Tub w.c. w.ca I 218 Lavatory 1-1/4" 0 420 Summit Drive Shower Shower line of stool below New Kitchen TW2032 First Fir. First Fir. Shower(based on the total flow rate through 219 New Kitchen TW2032 Mattituck, NY showerheads and bodysprays) insulation flow rate: Interior " " ex. ex waste 2"0 2"� " " 2"� 2"0 5.7 gpm and less 1-1/2" 1 x6 Poplar Flat Trim Board 220 New Kitchen TW2032 Jurisdiction / waste waste waste waste waste waste waste waste more than 5.7 gpm up to 12.3 gpm 2" Side ripped to size C.O. existing waste / H use T tie in to existing more than 12.3 gpm up to 25.8 gpm 3" 221 New Kitchen TW2032 Town of Southold C.0 rap more than 25.8 gpm up to 55.6 gpm 4" existin waste Typical Stud Pocket Detail 222 New Kitchen FWG100611-4 tempered glass Suffolk Count To Existing �/ Sanitary System 223 New Great Room TW21046 Plumber Riser Diagram Drawn By: Not to scale r;`v` , MCR.6/F 224 New Great Room TW21046 M.P. Install Schluter-Kerdi DS waterproofing Checked By: t s membrane on all three sides of curb O Schluter Kerdi Line linear drain assembly 225 New Great Room TW3446 �`p° drain cover to be selected by owner B r Schluter-Kerdi Kers- M.A.M. preformed, seamless 226 New Great Room TW3446 Job No. Install Schluter-Kerdi DS waterproofing — ——— —— —�corners as required for 6„ Z 227 New Great Room TW3446 2013 ^OF fi`� N membrane flashin110 g around drain flange i wall to floor intersections I 1/2"Gyp. Board Casing to be selected unless noted (typical) of erwise on plan 5/8"cement board Porcelain the over thinset mortar over I stone cap 228 New Great Room TW3446 Sheet�e at all shower walls -Schluter-Kerdi DS waterproofing membrane over I I 1/4"reveal i (/ -thin set mortar over I ____ ____-____-__- (typical) Install Schluter-Kerdi DS -Schluter-Kerdi pre-sloped shower tray over ----------------- ■ h -Exterior Specifications waterproofing membrane thinset mortar over x M•'''J �'� / on walls to ceiling -plywood subfloor y2" 2 4 Y2" Saddle to be Door \, 1"x Flat Poplar selected Max. slope of 1:2 to be painted -Exterior Specs. ' catch screen I 24 1 Tile Fir. o SubFlr. Shim Space ell l= tuber ■ r, I u Riser.. s r ;.;,, ;•,•r,a r : a Finished Fir. 1" s ti4' 4P •,l'". ..,(• "'K.• ,.r,.k. 'Y' �Y�•�.1`:i:.: ,8'x YS.1';�' IN r `�o�+ r' r, a ,v, y '.!• ...ti _ rz«rtr, x ri: izrq: tt- ri tti �trF tr? $t 1$ 2 4 mud base Rough Opening �I I`lAL MAP Install Schluter-Kerdi-Band corners L (see plan) Ty Door Jamb From ' LE V I E W E D B i _� A in thinset at wall to floor base as per Blocking Typ.' Sheet Number manufacturer's specifications 3/4"plyw°odsubfl°or Saddle Transition Detail Typ. Cased Opening Dtl. Perpendicular Wall )ECIS10 776, L Tyr)ical shower pan & curb detail �I�T 6.J r Demolition Notes Drawing Reference Notes 1. Demolition work shall be done in strict conformance with local, state and existing window/door/skylight to be federal regulations, including all permits and utility cut-offs. removed I 2. The Contractor shall at all times provide protection against weather remove existing plumbing fixtures (rain,wind,storms,frost or heat)so as to maintain all work, materials equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets M i property of the Owner/Client which is to remain in use, or that of any El and appliances I person, or persons on or off the site caused by the demolition work C 1 n without additional expense to the owner. remove existing washing machine/dryer 3. Provide all necessary temporary supports as may be required to shore all Arch itE�� ct y existing structures prior to the installation of new structural elements existing staircase to be removed / required by the demolition work shown hereon. remove existing framed walls as shown 21 Main Street Stony Brook NY 11790 4. Any and all conditions not shown hereon and uncovered in the field shall be (see floor plans) I brought to the attention of the Architect immediately, prior to any action remove existing load bearing wall phone. 631 686-6585 involving same. temporarily support structure above fax. 631 686-6786 Cross hatch indicates area of prior to removal M -- excavation of existing crawl space 5. All existing elements to remain,shall be protected during demolition. email. MMacrina@optonline.net -- -- for new foundation wall and p.c. web. MMArchitectAIA.com slab. Ceiling height of new cellar 6. All existing ductwork, electrical equipment,etc. in areas to be demolished i • • existing floor joists to remain to to match existing. shall be protected and relocated as required according to field conditions. These plans are on instrument of service and are the exclusive property of the architect. I 7. Provide dust-tight partitions between areas where demolition existing ceiling joists to remain Infringements of the concepts and design ideas presented on these drawings shall be prosecuted work is being performed and areas which are finished or in use. to the fullest extent of the law. Copyright 2019: 1$tl existing ceiling joists to be removed Michael Macrina Architect, pc. All rights reserved, temporarily support structure above no part of the plans may be reproduced without Cf T. prior to removal the expressed written consent of the architect. aC: � existing roof rafters to remain -- -,� Legend Drawing Status J; L existing beam to remain Existing To Be Removed --------------- Existing Walls to Remain existing concrete piers to be removed temporarily support structure above prior to removal ,, Existing load bearing Ill1IIT remove wall to be removed existing P Y fire place/chimney to be removed. remove Issueo fum I existing Ntem support fireplace foundation down to 12"below grade chimney (temporarily Y PPort structure Existing above prior to removal) C o Instruction Bathroom #1 existing concrete KI remove existing deck landing structure completely l_ fnd.to remain Area to be removed ____ ___ _ .. I� _____ existing structural post to be removed temporarily support structure above Area of new addition r � P Y PP prior to removal Existing --------_------ I R L------J I I I I I I I I , I , , g ; ; ;' c I existing beam to be removed i T� ; j xisting 4"CMU temporarily support structure above C E) r__J ; Utility _ i J to remain prior to removal Dates : --�. - ----r, --, I I I Closet ;Existing--_==r=- 3 .I I existing brick veneer to be removed 4/23/21 Issued for Construction Bathrm ' ! 9/1/22 Issued for Construction '- „ , �$ existing siding to be removed and replaced ' 7 El , II 1 r-------1 �� � 11/10/22 As per Town Comments i H ; existing roofing to be removed and replaced L------------------_ A T 2/16/24 Garage Plans A I I------- ------- 1 f{___--______� L____ - " I ----- H F---- --}J r- - -------- „ ' 3/7/24 Issued for Construction F-------------------------- ; A ! Existing r �______- (Updated Design) I I I II -saw cut existing F Laundry foundation wall _ ry " I li II I I 1 II for new opening 1 I Room - Specific Demolition Notes C I. �-`----i (see floor plan for (�} exact location) - - -- -' i • -■ ---------}L 1. Existing insulation to be removed. 2. Remove all drywall throughout this level. A 3. Remove all windows and doors and as shown on plans ' prepare for replacement.Existing ;;saw cut ex.slab � L P P P No. Date Description � ' I II Bedroom I • ii for new footing ----T, ;;(see fnd. plan) t=====___====}i ii 4. Remove all plumbing fixtures as shown on plans. A 1 ------------ ---------------- 5. Remove existing flooring throughout this level. Project N Existing II I Existing Garage Proposed H Bedroom ! ; `_____________ H i! Existing r -- -E- ----- Addition and _ Foyer — �c�: -- - ,_ ------------- ;; ; Renovation „ . 1 ;; -. 1 . -------------- -------------- existing existing EP '-� electric meter to remain f to remain _ For l 1 I � -------------- ________-____- --------___-- - ' ---------J-------'-----i-i;--- _----'r�--------- ---'---'---i'--- Il----- - ---- - _1I I ----- -- � -_ ---------------- --------------- � __L-_[j 7_L_L_ _ A Perry Addition if existing_ L___-_- IL---- _-- o Proposed R -�---- cantilever above existing A/C units to be removed & Stella I and relocated t--------------------------J existing A/C units j to be removed I and relocated Mallas I j Proposed j 420 Summit Drive I------------------------------------------------ Covered Porch J � Addition ------------------------------------------------ Mattituck, NY I I Demo First Floor Plan L Jurisdiction -------------------------� Town of Southold 1/4" = 1 '-O" plan north Suffolk County Drawn By: -D/sr�Cx^ M.P. Ci'^��A. n ;.c ?. Checked By: C: M.A.M. N Job No. C 2013 Sheet Title :v � / Demo First Floor Plan FINAL 'MAP RLVfLL`M BY Z8A DAE C -- Sheet Number : �� an Demolition Notes Drawing Reference Notes 1. Demolition work shall be done in strict conformance with local,state and existing window/door/skylight to be 1 - - -- - - - - -- - - federal regulations, including all permits and utility cut-offs. removed I I I I I J N 2. The Contractor shall at all times provide protection against weather B� remove existing plumbing fixtures (rain,wind, storms,frost or heat)so as to maintain all work, materials KA i � ' It -- -- equipment and fixtures free from damages. Repair any damage to remove existing kitchen cabinets property of the Owner/Client which is to remain in use, or that of any and appliances --------- person, or persons on or off the site caused by the demolition work G' r' n .-a without additional expense to the owner. remove existing washing machine/dryer 3. Provide all necessary temporary supports as may be required to shore all Arch itEil. Ct 16/ existing structures prior to the installation of new structural elements existing staircase to be removed required by the demolition work shown hereon. remove existing framed walls as shown 1— 4. Any and all conditions not shown hereon and uncovered in the field shall be ID (see floor plans) 21 Main Street Stony Brook NY 11790 ! ! brought to the attention of the Architect immediately, prior to any action remove existing load bearing wall phone. 631 686-6585 involving same. temporarily support structure above L ! ! prior to removal fax. 631 686-6786 I Proposed I 5. All existing elements to remain,shall be protected during demolition. email. MMacrinaC@optonline.net Screened Porch _ _ _ 6. All existing ductwork, electrical equipment,etc. in areas to be demolished existing floor joists to remain web. MMArchitectAIA.com - - -- --- - - --- Addition ' ' shall be protected and relocated as required according to field conditions. These plans are an instrument of service and are existing ceiling joists to remain the exclusive property of the architect. 7. Provide dust-tight partitions between areas where demolition Infringements of the concepts and design ideas ' 'I --- --- --- ---- —1�1 ' work is being performed and areas which are finished or in use. presented on these drawings shall prosecuted - " - -- - - -- - to the fullest extent of the law. Copyright 2019: existing ceiling joists to be removed J Michael Macrina Architect, pc. All rights reserved, " Existing ❑ temporarily support structure above no part of the plans may be reproduced without prior to removal the expressed written consent of the architect. I Den lilt lilt existing roof rafters to remain ! Legend I11 Drawing Status �11 I A L existing beam to remain Existing To Be Removed --------------- ! 0 existing concrete piers to be removed Existing Walls to Remain M temporarily support structure above ! n prior to removalf ' ;; -- - - -- - -- - - -- - - or Existing load bearing IZLIIIl Issued __ ___ ___ wall to be removed existing fireplace/chimney to be removed.remove " (temporarily support structure fireplace foundation down to 12"below grade N above prior to removal) COnstructior%1 oremove existing deck/landing structure completely ol Area to be removed ' -- r----- -- -- -----� existing structural post to be removed --- --- - -- L�! ------------ _____= L===== - ==- -- temporarily support structure above 11 1 , -_-, __s2___ 1 --,___ Area of new addition F t o ppo �" 1 1 I 7 ' ' prior to removal q 1 I 1; i ; 1 i 1 1 �—�:E t existing beam to be removed Q ' XIS Ing`, ; ; temporarily support structure above L=-=--- Bathrm. ---' ' prior to removal Dates . E i n I t __ li �R 9 4/23/21 Issued for Construction #4 existing brick veneer to be removed n ---------------- u i i -- iiii B 9/1/22 Issued for Construction I II 1 I I I I K Existing I Existing [ . !; 2r Bedroom Existing existing A I B _% S existing siding to be removed and replaced , , I ed oo 11/10/22 As per Town Comments Lu Dining Kitchen Room I e existing roofing to be removed and replaced I ! I 4--------al n i i ; i i i ; t,I ;; \` 3 2/16/24 Garage Plans 1 Q I ;�; all I 3/7/24 Issued for Construction I ;?----- ----; d(Update Design) N1 1 11 -�. 111' B xlsing A Specific Demolition Notes LllJ El P ----a --------------- � Bathr p c #3 _1f2— . Existing insulation to be removed. Existing "JIti ------ I II 1 L Vaulted Clg. ! I i I F__=____}: ; ; 2. Remove all kitchen cabinets and appliances. n to remain Q Ex.ceiling joists Ex.ceiling joists Hall _______= 3. Remove all windows and doors and as shown on plans to be removed I to remain ----------- II F prepare for replacement. ; 1 -T iI ' o. Date Description 4. Remove all plumbing fixtures as shown on plans. LII NOTE: cf - - __" - --------- ________= 5. Remove all drywall throughout this level. Project L IIJ 1 1 �--- __ _===__==_=- ii i 1 1 I 1 �' i u n Dashed line represents I 1 I� II 11 Al 6. Remove all flooring throughout this level. ' 1 ' " i ' 11 ' - -, Proposed iline of new vaulted clg.i Existing in great room. Existing I I j II A I ; ceiling joists be removed _ KLiving J in new great room. (see T__`--_`--__.. ��, ° Room L=---- - , floor plan ___ _ � Existing ; ; Existing Addition and I I P F--------I I I 1 1 ' ' r---- — A dimensions) Bedroom I Bedroom r---- ----- ;- l #4 #5 Renovation LllJ I i I ,4� I I IF-F rill I I , 1 1 Il n n FNJ For1 I I I I I I li II 1 I I II I t I I ! _ ________�_ zz� /lT _r Perry ! Proposed Addition Proposed---- ------------------------- F Pa, � F' ;q, a - -- „ QQ� } ProposedI & S `e I d L ; Ip I � I � ' ei a ° - -- ------ Additionn AA Addition � ��_�' '° . >., S gr�----- --� IIx � , ; ° � ^NI N , I / /i I it 'I A Mallas In n,I ' , I I' 11 II I' "II III 1 I I� � 1 I I _ II' ',t 111 III 420 Summit Drive o Mattituck, NY Demo Second Floor Plan Demo Rear Elevation Jurisdiction plan north Town of Southold Suffolk County N N N remove existing Drawn By: e AR0/1, _ s 1 overhang back to wall to _ 1 C)`✓ Fj prepare for new addition s - M.P. l0 y,t` c , I L N Checked By: y T T r` r f `_. Job No. OF 1 r - , 1 11 I I II r 1 ,I l 1 I;II 111 I IIII I 11 ' i;I , III ,yn, 1qp I�I-P _ ,, _- ;r =, I N 20' / ' III IY °' Iq 1 - I ' y�Y I �•� ' �I u n _ - - ' _ , I 1111 li IIII i 'l l' I 11 I ;;I I;II I, I C T - = 1 Sheet Title J � L L 1 1 III"'Hill l'1^n1111 IIII YI lij'11111"IIII" L _ __L__ _ __ __ __k _ �' _ ___ __ __ __ __ __ _ _ _ __ __ __ __ _ _ _ __ _ I II II 11 III 1 I I , S I I II 1 , II 111 I I 1 II 11 III I II Y�I1111 Il lul II 1 ' -- -- -- -- - - = _ Demo Second — — — it — __ __ __ _ — — 1°1 1 u, °1 1 n � — — -- 1 I I 1; Ir =- _-� 1, � 1 = __ _ _ =1 _ _ __ —_ —_ _ 1� A ��; -A ,,i I - _ ;, II , ,I° ;;, ;' , _=�w 1 Floor Plan R pp,, ''I �01 '' O 11' R ��,n..�NAL �• - - - - - - - - - Demo Elevations ;1° In II • ///`�P_ nEVIEWED BUY ZBA Demo Left Side Elevation Demo Front Elevation Demo Right Side Elevation C)ECISIO Sheet Number: DATED, -1/4" = 1 It 1/4" = .1 It 1/4" = '1 It — ±59'-72" ±10'-0" ±14'-8" 34'-112" new if ly ica � l q I I she I I 11 E— New mechanical room is to be created by converting the existing I I crawl space into a cellarAxch itE�� ct Air I landl r i i (existing foundation to remain) !` ' This space does not require egress since its a mechanical room not 21 Main Street Stony Brook NY 11790 I I New exceeding a floor area of 200 sf M@C4.I Iar11CaI as per section R310.1 (exception 1) `• r of the 2020 Residential Code of NYS ,,, 1 i Phone. 631686-6585 Room ,I , fax. 631 686-6786 I 200 s.f. I r `' email. MMacrina@optonline.net I , web. MMArchitectAIA.com D > I I D Cq 01 1 a 1 A5.1 -H co 1 1 0\• A5.1 M —T_ I I , 1 These plans are an instrument of service and are the exclusive property of the architect. Infringements of the concepts and design ideas 3 o i� I L }j 1 j j + presented on these drawings shall be prosecuted �` fullest extent heaip in to the hD ro -I3i o Michael MacrinaArchitectPcAll rights reserved, no part of the plans may be reproduced without the expressed written consent of the architect. New Unexcavated see fnd. Ian 1 1 to match ( plan) existing - 1 , 1 ' , Drawing Status I I I I It 'l1 1 � 1 ' + ; New ' + 1 It 24" I I I + + I I B E I I I 1 1 Gara a I I A5.1 A5.1 III r r I r Issued for ' ±13'-4" (see garage plans) I I _ New i i i se structural I + *! i �,■ 3� Unexcavated ex. p.c. I I I la for planter ► 1 � � Consti i�J� C �I n �C° 30" (see fnd. plan) foundation i i 1 c nnection I I Cl) 1 , It 1 i ex.4" r + 1 1 tUmu shelf ex. ±9'-1" 2" -_ 9-6 new 1» 15-0" " 1" I +� > new 4" +I i = ex. O align 32» A New -- "x8Orr 32 'i`„ 4� I CMU ex. linen Existing slab Utility ;o saddle flooring to New Y Bathrm.#5- M i .';• Bathrm.#1 > Room HW R/R sho -t _- -__--_-Tile FI be selected : I r I + 1 1 W.I.0 rini �» i --------------- Zn .-,�„ I I + + 1 Dates 1 N storage boiler 32 - - EF ; 3 I I I installs/8" tank I existin flooring to 49 " 42" - 4' 6"o ' " I - I rn X g '� be selected '� Type-X on all yN _ 15_g c r r + 1 1 c ° walls and clg. C new 8" 32" i 1 1 1 , 4/23/21 Issued for Construction - a•- in utility room T Relocated CMU I E ° ' I o + 1 9/1/22 Issued for Construction o ±26" 7'-11" a).?< w o 3/4 hr.fire rated to i 113 o i 114 I x ,_ , co c L) N o New o Bedroom #2 �, I a , 11/10/22 As per Town Comments aa, - w/self-closer 32» C _ I W.I.0 N "' �' - -- EF to be -H ±T-10' ;� typical 1 0 2/16/24 Garage Plans 1. S.D. '_ 300 55 LRelocated designed clg' H stud I' a,l I S.D. "' - c x �i by others existing pocket I Issued- S.D3 x o Hall o co 31» ;r, Bathrm.#2 , 18` 31" _ detail 11200 3/7/24 (Updated rD sign)Construction I c nl 1 ` C.M. '`'v 2 Tile Floor "' 32" new /2 3-00o center wall on I M o`T I Slttlnwl of ±11'-112" 42 x84 r. . 12" saddle 9'-0» 52" 24"x80' 32» �M existing columns i o 1 g N I Room •=i(.i! -------- - -_-_-__ X •r-aN � b ° new cased �° 30N80"pocket door oo�' S.D. o' oo�' -� oo�' I i ±7�-4" `r' center wall °_x° opening (center with sink) I.• o } o+ "' o+ on columns °! C.M. I c CI r, align wall with Q,, -H I g. I o existing stair openin +�� 4" saddle 30"x80" z 115 Ioyer '�' pocket door ' Relocated S.D.s.D. _ ___ ___I__ No. Date Description ex.flooring Bedroom #1 r a3 to remain 1 - ±T_10' i - _ I .4 __- __ door-wl 30" New - �� FLOOR PLAN LEGEND Project ±7-10' Clg. I » __36 a, windo cabinet + patch wall M Clg. x 2 __new_ ._ ---- _I _7-10' Den ;' o I p I existing rn 1 3 closet c _ --- Clg. opening existing I i I 0 : `-"�' New base STRUCTURAL POST Proposed ------ �- floonn to '- 1 rn> flooring to open m cabinet existing 9 +I I 11 I Laund I .X i flooring to be selected II i to _ -- -____ _ /I �' - ry- " 2 be selected 1 _ otherwise on plans be selected 32» 1 above I � ! � Room -� 1" � min. (2)2x4 unless noted � " - Addition and ate-'>I ±10'-42" ±10'-8" 8'-0" 40" _ 4` T-0" ±14'-61" M'� o CD! o NEW FRAMED WALLScui r ----- --�- � -- Tile Floor I � typical stud 6-0 24" _ _ stacked typical stud I existingRenovation pocket detail I °' a>- I j - w.m. pocket detail eXEPng electri36"tall r fling ___ __�__ - - Tryer 1 1 meter TALLER/LOWER WALL or to cod i ' (refer to sections) �alig n new 11 101 102 103 --; 104 - I I 1 Vv 108 - -- 109 110 I i I --- -- - _ I 1-1 T Alig 1- __ _ with ex. vent dryer` �- ABOVE SUBFLOOR A.S.F. rx.l - 1 I I - - _ -J - - O -- i I I -=ally _ --- to eztenor- ---` 1 I - z� 1 I I I 1— _ - - fur out wall to NeN/ I Up I 1 -- L- Through- I _r _- - I C L �� L--- 52» 1 wall �- - -- ._ avers o am de ---- - - A5.1 „ 97 r ah n with ex. --i ��* 11'-4" " 2� �p g _,_ i i ex. cantilever �, A5.1 SOFFIT / WALL CABINET ___ I co 1 R 15 ___ _ ABOVE ABOVE - -� Perry _H i`-c a of existm line of new sec.--I landing i ! tine of ne sec. to be selected ---- I I' above +I it -above fC'Pat O d _-_-floor above i g a �-I iI align with ,1 i -1-' T- I - �I -- --- - 1 - -- _ floor above-- - -- -- - ---- I I• align with -- _grade) --- - - --- ---- - -I - -- -- - -- - - - -- TECO = INSTALL SIMPSON STRONG 9 1 11 - ----- - ----- ,� I - -- 106 - 107 1 - 1 - --- — floor above ------ I---- 1 I I I addition above addition above 1 --line of newrsec.- on1 I 1 -line of new i II TIE JOIST HANGER I I ( i _ floor above' 36 O 36 I L, 1 1 I Stella 1 I — �C—!_ I�11 , , �- 1 min. � - - - - - � I_I� (EXHAUST FAN EF -- -- -�- - ----L-T 1 i 1 -i- ---- I - - I -- �' -1� I EXH i� 1 -- - --- -------- -= _-- ---- --------- ---- -- ----- -r --- _T -I- I I----�--- -� -- - ------:------L- - -- -- -il min. 100 cfm to be vented to exterior) Mallas --------------------- -------- ICI --- ---------- ------ --------------------------- - -- -- - - - NOTES 420 Summit Drive I I -- — 11 I l _ Mattituck, NY - --- ® i.- _Q---------—__________-�_ _ � 1. See sheet G-2 for insulation specifications. 2. Install all smoke detectors throughout home Jurisdiction as required by the 2020 RCNYS, sect. R314 and Town of Southold noted on sheet G-1. 3. Install all carbon monoxide detectors throughout Suffolk County of post and of post window of door window of window of post home as required by the 2020 RCNYS and sitting room and bedrm. and foyer and laundry and bedrm. addition noted on sheet G-1. r r r n r n r n r " r Drawn By: ��� 5'-24" 5-24" 5-4" 5'-2" 281" 3-9 3-9 28J" 4-4 4-6 7-34" 7'-34" 1 PLAN KEY NOTES M.P. ±23-5 12-3" ±23-112 Checked By: C (addition) A Custom Shower with: M.A.M. ±59'-71" -Custom tempered glass enclosure.(existing 2 ) WINDOW/DOOR NOTE -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane a existin overall over thin set mortar over Schluter-Kerdi pre-sloped shower tray over Job No. thinset mortar over plywood subfloor to be installed by manufactures 2013 NEW COVERED PATIO NOTE specs or other approved waterproof pan system A B E See sheet G-3 for window/door (see detail sheet G-3) -triple 2"x4"curb Sheet A5.1 A5.1 See first floor structural plan A5.1 schedule. -Secure the water supply riser from the shower for new Covered Patio dimensions. valve to the shower head to the permanent structure. -Shower to be equipped w/pressure balance control valves. First Floor Plan STRUCTURAL NOTE -Surround to be tile over 1/2"cement bd. Proposed First Floor Plan -Shower seat 16"x16"(where shown on plans) f� Bathtub to be selected with: cT AL rl L � plan north See sheet A3.2 for all structural info. -6o"x3o"tub to be selected _ -Curtain Rod R EVE�'U4/ -Secure the water supply riser from the shower valve to the shower head to the permanent structure. DAM: INTERIOR DETAIL NOTE -Shower to be equipped w/ — -- �' Sheet Number : pressure balance control valves. -Surround to be tile over 1/2"cement bd. • See sheet G-3 for all interior details 36"wide x 24"deep x 36"tall vanity counter top to be selected by ownerA2ml 1"filler one side for Bathroom#5 A g E A5.1 A5.1 A5.1 ±10'-8" ±14'-8" ±35'-32" 5'-5" 4'-14" 5-102" 4'-14" 20" 262" I- Set this side 7'-2" 7'-2" �j (center on cooktop) h I par Of p001 NA i parallel t0 - property line of windows en -#a of window of window of window of door _- - and bedroom Polrch 1toct 220 patch opening 219 21 Main Street Stony Brook NY 11790 - phone. 631 686-6585 wall d i - - - - 0 0 oven N _ N I T fax. 631 686-6786 -- email. MMacrina@optonline.net -- 3 coo Iktop web_ MMArchitectAIA.com o " -- 36 wide In-Ground These plans are an instrument of service and are 221 Pool the exclusive property of the architect. C - I step cp ----------T------ -- -- - -- Infringements the concepts and design ideas m of p f14'-1" I --- -__-_ presented on these drawings shall be prosecuted ----- --- - - - 1 - 28-0"x 15-0" step -- to the fullest extent of the law. Copyright 2019: --______ ___ __ - ( be filed separately) - ----- -- Michael Ma ring Architect, c. All rights reserved, to ® ___._._._._. .__. ® , --- ---- no part of theplans)may be reproduced without ---- - - - --,------ -- --------- typical stud the expressed written consent of the architect. 0 49" 48" 48" 24" 218 pocket detail l l -- - -- I I O - - p � v -- pull out � -- 1 2t"talllwall-with o - C - = L-- --- ----� __trash_ 3 --- ' - - - --- ____ M i I stone,veneer-- " new collar ties a enly ( Drawing Status I ' I each sidewith 2" spaced to bb wr pped 3 0 hick-x 12"wide - ; __ W.wood (ty _) 217 D bluestone cap _ (see struic. plan) i- ---L � rn 1 _ sink -- - - - A5.1 M i I �i - -- " -- s 'o I b --------- typical stud M M A5.1 -� ® --1 -s new I Down 5 H - -°�' !---�+- --'- ----� d.w. pocket detail I I ------- -- c„ o ylight Ii C - -o ---o+-- --- ---- 216 N `� - - - +I o above , c`o 1 -H +IIssued fo ------ --- c ; �°i ---- 2"thick random - - o i m 1 pattern bluestone 1 1 -- C---; 48"�t120" I I pavers on grade New ' i +8�_3�, NeW f island x- - Screened -- --,__- _ _ PatioC nS I c O n i -- - -- -- C - ------ ----* -- ----� -- --� Clg' -- on grade raised planters I ' I Porch -- 1 --- ---- 36"ref. 1 1 ----- --� I - ----L New i -0" �- I with drainable se - ilandscapegravel a fab tl -- 1 new Kitchen --- T landing - - 1__ E I uer top Sol ® a skylight 1 - - _ ,� - - -`---- CD �I bove i - c° Vaulted cl 1 2 thick random -Imil- _-- -1 2"thick random g' I ------- ---------- ----------; - L pattern bluestone i ___'_ _J pattern bluestone- T --- i______ 36"ref. step pavers over p.c.slab __-_ --p - I I " C " - ------ ----� ` - - _ _ __ Dates , on Interior ----- --pavers over p.c ---------- ---- --- ----- ----- ---- - __ -__ . -36"tall balusters- --_aV slab ±12-1 -- - -- - New - -- -- I _ side - I - I ----_ 4 an din -- - - . ----=-,--�- ---------- � 9 I o m� -- _ -- 4/23/21 Issued for Construction - of structure aS I ---- / per code _ _ _- flooring to I wine d - F, ; 1 9/1/22 Issued for Construction ! be selected I ref_ new o Garage 1 ! iI I I planting .l 214 213 212 O ----- - I ----------I----- -- bed �" O �� O �� O 11/10/22 As per Town Comments ------ 224 e22 - - �s; -- ---------_ ---.- --- _8 (see garage plans) d - - - - new cased opening to shelves 9'-0" typical stud� � c � , a � 2 6 2 arage ans r°o typ provide blocking pack out wall r�x a �� typical stud ,� N 3/7/24 Issued for Construction _ pocket detail in wall for floating as require o patch ex. = M R/R �\ pocket detail -- ,' ; kitchen shelves to align o 5 " wall opening New .-icv ++ (Updated Design) 1" " " " 24'x80" �� new-J � _ 13-6 96'x84 r.o. 7-2 6-9 W.I.C. -H "' ,r 225 51" (center in kitchen) 2 , , �n \\ sloped clg. �, �, 1 I New ±8'-1" , -----------------� 2 = r� r� r� r� x I I > 'n I I L__ -- - p I I 1 1 I I 1 1 �•°a r 1 I I Pantry s Clg• - I ±14'-4" � r 1-- ical stud I Knew collar ties�l I I�-new collar ties—� I c�0•- 1 I o� existing I I 1 tyP I I � � � � I I � v I I -H g I I � ----_ pocket detail i 1 evenly spaced to , , 1 1 evenly spaced to , i le 1 I I 1 �, ______ ---~ -- I I be wrapped w. I I 1 1 be wrap ed w_ I I o m I 1 ±8'-1" 1" I Existing I t1 `--------_ -- wood (typ.) wood typ.) °a 0 E Clg• 32 " I new i i rx.� new 226 " -- s-o _ Bedrm. #4 ----- - 26" 1 1 1 1 26-7 1 1 1 1 existing ° @ sloped i i i sloped i I I 1 1 1 1 1 EF f D j 3 clg. 1 New 9'-6" I LO clg. ___-___------------------ -- No. Date Description rn I TrayCI ii shelves R/R 1 g' I patch ex. - Project I I I I I I I I = - I I I I I I I I New I I 0 I I window -_- B Renovated- X S.D. flooring to 20" 1 1 1 1 �, 1 l i = �, I i opening -- 1 i 1 1 I 1 new �* Bathrm.#3 i be selected , Proposed Pre-fab gas fireplace flush , , 1 1 _1 , neat Room , closet QN sign Rx8 " FLOOR PLAN LEGEND to be selected. o earth l i I I N I I - -_-__--__ __- ___= Tile Floor 28"x80 I 1 o Installed and vented 1 i I I 1i 1 1 1 1 I------------------� o 1 i 1 I 1 ; New Vaulted Clg. , , c _ = up through chimney l i 1 1 1 1 1 1 p,, O 3 = N ex. ridge above I , 1 as,per manufacturer --- ----I �-----------_4 1---- ----------+ I--------------4 r --- ---------- td' +O r---------- I satldle 1 �� \ o i N specs. Center in --- ---i I------------ L-- ---------i L------- l i ----------I 3 o o rn I Up new I 1 i i___ o-. O S.D. STRUCTURAL POST ® Addition and min. 2 2x4 unless noted -H �, great room. I I I 1 1 1 I _ I -'`- -�-� 25"x54" 1 I �newJ �\ 210 -H ( ) o , 1 , , 1 , ex.wood floor 1 1 i 36"tall railing +� JR _ �' +1 1 1 x8 „ sloped clg. saddle �� otherwise on plans Renovation I consult with client I I I I to remain I I I , to code X rs C.M. I attic stair I 3Q,'x80 N No L--------- J frame fireplace +1 I i exact size to i i i i N 1 ' I NEW FRAMED WALLS with 2"x4"walls I i accommodate 1 1 l I I i +l 1 _ _ ___ _ I i television above 1 I 1 1 1 i I new i ce�O 30"x80" 2" j 00+ - -:_- .- TALLER/LOWER WALL or For 40 5 ° 4' patch ex. (refer to sections) 26" ±27'-11" 24" -- - - -- --_ ±14-3 5'-72" window o ;;}-=- opening 0 227 i i i i i i i i i --- ------ --- S.D. N ,- i s ABOVE SUBFLOOR A.S.F. o_ I I I I I I I I \ o I I 11 1 1 1 1 i open to = EXIStIrI Relocated '4 p Perry r L_ _ I I -- -- --- cV Bedroom #3 ack out wall 2" typical stud r I i 1 1 1 I i , ±g_1 i below I Bathrm, #4 stiowe� for toilet vent 1 i 1 1 1 1 i I ___Q v:�__ stack if needed SOFFIT WALL CABINET Q pocket detail 1 1 1 1 I I l i Clg 1 co o Tile Floor VI; Stella ±g'_1" ° j ao seat ABOVE ABOVE _ _ _� LJ LJ LJ, �� match ex. I H CI = --- ------ --- 228 ±35-5" I Align with g 9-3-"I TECO = INSTALL SIMPSON STRONG 1 - ----- existing existing 2 °' SCREENED PORCH NOTE Mallas I 0 ;n ±7'-62 11 -4 1„ _ " o TIE JOIST HANGER 1" i --- ------ --- -H ; M ' " , 52 32" EF EXHAUST FAN EF J_tALIGN 5- '3 I --- ------ - 50 " 2\ 9'-7" 22" ±7'-2" See second floor structural plan (min. 100 cfm to be vented to exterior) N<; new " , 24"x8o' 420 Summit Drive C " ________ ____ _„___ " 30 x80 M -- -----typical stud 3doo°" �� flooring to M c for new Screened Porch dimensions. s_o liner A5.1 pocket detail M _ _ Mattituek, NY 18 8-7 �8 502 " 11 -4 = be selected 22" 209 A5.1 ack-out this 2" 0 31 1" new �E ,� _ -- i wall to ali n 5 "' S2. . equip.cl. 32 closet lJ `i' typical _ _ _ r = _ -typicalstud - _ .- PLAN KEY NOTES Jurisdiction gocketdetall windo j ,o WINDOW/DOOR NOTE +l o ; with new -- )cal stud j ;2"x6"walls window seat pocket detail �' ,r, 2 C21 5 6 ,n �' _ seat Custom Shower with: TO f Southold - - -- ------------- A Town 0 See sheet G-3 for win doWldoor -Custom tempered glass enclosure. Suffolk County 202 203 207 208 -Tile over thinset mortar over Schluter-Kerdi DS waterproofing membrane i ormer Plate Ht. f_1________________________ ___-_________________________j__-________________________________-_________________-___r _________-__________________ -__-__________-_________-__ _____-_----_________-______________ __r_____________________________ .______________________- _ 7= "A.�.E___ __________ schedule. over thin set mortar over Schluter-Kerdi pre-sloped shower tray over ----------------------- ----------------------------- - ------------------------------- ------------------- -t---------------------------- ----------------------------t- ______________________ _�_____________________________ ________________________ thinset mortar over plywood subfloor to be installed by manufactures j specs or other approved waterproof pan system Drawn By: •,.- �°; (see detail sheet G-3) M_P. INTERIOR DETAIL NOTE - p -� A -+---- r------------------- --------- ----+-a triple 2"x4"curb -Secure the water supply riser from the shower a valve to the shower head to the permanent structure. Checked By: _ See sheet G-3 for all Interior details -Shower to be equipped w/pressure balance control valves_ M.A.M. equal equal -Surround to be tile over 1/2"cement bd. -Shower seat 16"x16"(where shown on plans) Job No. ridge above ost and of post above of window of windows and STRUCTURAL NOTE B❑ Bathtub to be selected with: 2013 door below -3" 6'-3" 10'-2" 10'-2" 6'-3" 6'-3" 4'-9" 3'-0" -Curtai "tub to be selected � a (equal) (equal) (equal) (equal) (equal) (equal) -Curtain Rod Sheet Title . t,�� (center dormer) -Secure the water supply riser from //�� ±7'-62" 12'-6" 20'-4" 12'-6" ±7'-9" See sheet A3.3 for all structural info. to the penman valve to thetune.shower head Second_ Floor Plan (equal) (center on door below) (equal) to the permanent structure. ±60'-72" pressure balance Shower to be lcc equipped valves. �L MAP NOTES -Surround to be file over 1/2"cement bd. � I �/(/ BY Z BA tit., , .. �Vjj A B E 84"wide x 22"deep x 36"tall vanity with 1"filler each side E _ 1 IV A5.1 A5.1 A5.1 1. See sheet G-2 for insulation specifications. counter top to be selected by owner � ATE b 2. Install all smoke detectors throughout home ❑D 36"wide x 22"deep x 36"tall vanity with 1"filler one side - counter to to be selected b owner Proposed Second Floor Plan as required by the 2020 RCNYS, sect. R314 and P y Sheet Number: noted on sheet G-1. FE (1) 14"deep shelf set 68"above finished floor 1/4" _ 'I '-O" 3. Install all carbon monoxide detectors throughout and metal rod set 2"below shelf plan north home as required b the 2020 RCNYS and q Y F❑ (5)14"deep wood shelves to be painted noted on sheet G-1. space shelves equally A �B Note: remove existing fireplace FOUNDATION PLAN LEGEND above and cut down A5.1 Concrete to be typical exterior wall foundation wall to 12 3,000 psi min. below existing grade 1/2"thick Pre-Molded Expansion Filler STRUCTURAL POST ±14' 4" poured concrete slab "x4" P.T.shoe plate m 14'-3" -8 34'-111" in. (2)2x6 unless noted over.006 polyethelene 2 otherwise on plans - ------- vapor barrier >0v ,L top of foundation TECO INSTALL SIMPSON STRONG I. . _J 4 align with ex. TIE JOIST HANGER r__ C�, �a E� existing foundation and footing to remain New Foundation Wall --------------- ---------- 1 L------E--- _L ... ...... —typical anchor bolt On Footing (see detail) --------------- r------ -------------- 2"x24"(R-10)'Do&Tuff- A --------------- co -co 2 T —4117 1 8- 4- ------------------ rigid insulation Lower Top of Wall A rc hit a ct at all exterior walls to be (see plan) --------------- 7LCq installed horizontally ------------------------ New mechanical room is to be U-) 2 created by converting the existing 21 Main Street Stony Brook NY 11790 -H .. M Existing foundation wall crawl space into a cellar 12"thick p.c. 4 foundation wall --------------- r1) phone. 631 686-6585 bottom o (existing foundation to remain) 4. oo f footing to be a min. of 36" below grade cc Dig out existing crawl space for (e -4 1 . fax. 631 686-6786 r4--- \-7—————-- ------- This space does not require egress new foundation wall and p.c. slab. (2)#4 New Poured Concrete Ceiling height of new cellar to to since its a mechanical room not Footing email. MMacri naCa)optonline.net Ni rebars 11 r7---------------------------------1 1 match existing. exceeding a floor area of 200 sf M I I — web. MMArchitectAIA.corn Fs­;;7c-e-,-,a-ri 4 4 as per section R31 0.1 (exception 1) 13'-7" 11 of the 2020 Residential Code of NYS Detail Symbol These plans are an instrument of service and are I .:.. I . F= Foundation Wall Detail the exclusive property of the architect. pin new wall I Slab Note' 2 2 Infringements of the concepts and design ideas to existing I I 0) 1 1 L,R A am 2 1� I I V 1 W 16 : '1 1116 11 -1 presented on these drawings shall be prosecuted (see detail) —56"--56"— Required Hold Down to the fullest extent of the low. Copyright 2019: Location(see detail) Michael Macrina Architect, pc. All rights reserved, I 01 -4 -0 1 1 8 D no part of the plans may be reproduced without 4"thick p.c.slab the expressed written consent of the architect. porch floor new post from LO 04 I -H (see floor plan) I above(typ.) - __4 Drawing Status 0 C14 I New E I new column I __" I I a r- and footing -0 .... .... ... CD Unexcalvatedado 0 -1 thin stone �6/ Fill&Tamp in 6"lifts for a 4"thick I I veneer 71, General Contractor Shall poured concrete reinforced slab with I New -0. ► haunch slab 8" .4 Locate & Stake Out All #4 at 12"oc each way, over clean sand: I Mechanical _5-4- 2 .15u7 2 1 Exist'g Utilities Prior to— over 4"(3/4")crushed bluestone,all 4 -00 Issued for 01 1 Room __VF compacted to 95% Relative Density I pin new wall Any Excavation. The Utilities 0 200 s.f. fl I to existing 11f 11 --- — A - - AV'% Fill&Tamp in 6"lifts fora 4"thick 4 Shown on Plan are ■ sop%0 (see detail) E L CD. 01 (s .00 poured concrete reinforced slab with 0 Approximate Locations Only. Uonstructiol I #4 at 12"oc each way,over clean sand 0 over 4"(3/4")crushed bluestone, all -01 to match ..; I I 1E New compacted to 95%Relative Density A' existing 2 r - C3 2 11 Uneyrqvqtpd I C) E align outside of pin new wall 1 0 —poured concrete _41- CELLAR SLAB NOTE to existing I 1 1 ±9'-4" foundation Wall E post with new and .Hpin new wall. I 0 3M 1 to existing ex.fnd.wall (see detail) I ------- ail) 147 �7--------------WP-------- _L Z (see detail) 4"Poured Concrete Slab 0 over 6 mil.polythelyne vapor A (X) 0. -----------11----------------1 r------- THE (2)#4 Rebar retarder(lap joints as required) Dates .7 -1 on a 4"base course of 00 pin new wall -cu U) saw cut existing compacted sand to 95% 4123/21 Issued for Construction -H I to existing foundation wall Relative Density. O (see detail) I I for new door Install a 1/2" Premolded 9/1/22 Issued for Construction HW boiler _J Expansion Joint at Perimeter. storage 11/10/22 As per Town Comments .4- saw cut existing pin new wall (slab area approx.228 s.f.) E I existing foundation I to existing Typical Porch foundation wall 2/16/24 Garage Plans walls to remain 00 (see detail) for new opening (see floor plan for -H 3/7/24 Issued for Construction Foundation Wall exact location) (Updated Design) 0 ±46'-O" A 12 TYPICAL PORCH PIERS -0 p.c.fnd.wall Unless shown otherwise on plan,all ±16'-03" ±29-114 porch piers are to be 16"dia.x 3'tall 4 of new col. 0 >� sonatube poured concrete pier on 00 undisturbed soil center new column post wrap Existing ------- with new post --------- --------- --------- C-4 Top of Pier to be below grade from above 6 total No. Date Description Unexcavated ex. p.c.footing K ex. p.c.footing ex. p.c.footing-4 C14 below below below 6"x6"P.T. post -H -H --------- C�--------- - --------- pin new wall -H z to existing Project (see detail) new column saw cut existing post base pavers to be selected TYP. COLUMN & FOOTING 00 and fo ting slab for new p.c. Ax- (see detail sht.A6.1) Propo s ed footing Existing 3" dia. Steel Column H Unexcavated 8"x6" slab seat Addition and on 30"x30"x15" deep saw cut existing garage L Z1\ (unless noted otherwise) slab for 2"x24"rigid Poured Concrete Footing insulation �/� Renovation pin new wall existing footing w/#4 rebars at 7"oc E.W. New to existing to remain 2 existing foundation poured pin new wall Unexcavated (see detail) walls to remain f set top a L concrete pier (see fnd. plan) (4)5/8"dia. bolts steel column (see detail) to existing 4 -------- to existing see note'un excavated' --- -- --- -- (see detail) below top of pavers 6"x6"steel baseplate For —pin new wall ------- --- -------------------- 4"thick P.C.slab roPerry ------------ ------------------------------- W 12, g--, Top of Wall T 13- C r align with ex. Vl Stella 12" 12", -5 .2 C -0 L0 --r4 _H 6� -H CD 4 C) �04 -H 0 0 —±10'-3" 0 d. 00 a C;= 00 00 00 :s Mallas • , 4 7774 30"00" 71 - I see plan T co T 1 (4)#4 rebars at I O"OG 420 Summit Drive >> 123'-5" ±12'-3" ±23'-111' a T T 0 each way CD CL-0 *C)a- 1 0 0 align post (see floor plan for exact location) align post 0 Pier & Post Detail Mattituck, NY - - above above with - - I 0 -H -H :2 0 3 3 ",1- with wall typical typical wall 3 3 :2 (D 0 0 to line of porch floor above Ii. . 4 porch pier porch pier .%[ \ - 4-oL ---line of 22rchEnr.above TF i 1� I.J- V, ---------- Jurisdiction T —1l'-91-(center on addition) T 2 typical 10 63 91) 1.0 typical 1 63- C4 I porch pier - 4 r, 4 - porch pier Town of Southold C14 all C14 -line of porch floor above /T existing p.c.— —18" shelf Suffolk County 36"x1 8"x 36"tall p.c. foundation wall pier top of pier to be New 4"thick poured just below grade concrete slab. Seat Drawn By: A 3" 63� slabon existing footing.15 153" 4 M.P. 4 C. �- K. , �'i�- 241" 10'-6 9,_11 10'-31"(center an addition ±31"- 4 2 C Checked By: K�y e 2 —±59-7- (existing) —new 8"thick poured concrete -0" o.c. min. M.A.M. existing p.c.- • foundation wall 1 6' 12 max. 2 C,,7_ EQUAL footing I T Job No. % TYPICAL TYPICAL 2013 • #4 rebar at 18"oc 0 PACING CORNERS '0 EQUAL vertical and horizontal s E Sheet Title 04 compacted clean fill 1/2"premolded filler 'Simpson'BPS%-3 PLAN perimeter of slab hot-dipped gale. A B E The Connection Instructions of the New ..4 3"sq.Washers& Foundation Plan 'Fat p Foundation Wall to the Existing provide 2"x4"key End Nut Setup Exist'q New q Foundation Wall are as Follows : T 1) Clean the Exist'g Foundation of any De"ar i I S ]All ii sill plate to match existing --------7 Soil adjacent to the new Foundation Wall. FINA L MAP It 2)Drill a Hole @ 12"o.c.Vertically, Large 00 new cellar slab REV EVVED BY ZBA (to align with ex.) E Proposed Foundation Plan enough for a#5 Rebar. (2)#4 Rebar 5/8"dia.Anchor Bolts— 'ION# 3) Install (1)#5 Rebar in each Hole&Set 33 w/Epoxy Mortar. [;;:il I ITET 1E -1/.4" 1 .-0.. 11 ddlih DATE plan north ELEVATION 4)Extend each Rebar 12"min. into the foundation wall New Poured Concrete Foundation Wall. 16- poured concrete. ...... Connection Dtl T A r �70 ha.4 14 c. d 6 hold.Astin to door 16- m -- --- -- -- --- -- -- --- -- �ate, C� H VP( SF Foundation Shelf Detail Typ. Anchor Bolt DtL CD Not To Scaler4c:)t To Scale Ion A . A5.1 A„{. - .. `. M i C, hael . I I M �11 C r I n a New ., . .' Axch itE�� ct -- - I mom' 21 Main Street Stony Brook NY 11790 Cellar in or rTi _ phone. 631 686-6585 Cn CIg. I I I al„ _ i � � r t fax. 631 686-6786 to match �' r ,' email. MMacrina@optonline.net R existing i �o�' - D `� /' +i 1 web. MMArchitectAlA.com I I � These plans are an instrument of service and are A5.1 o A5.1 _ r T-� r , the exclusive property of the architect. Infringements of the concepts and design ideas presented on these drawings shall be prosecuted I + r to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, I ,+ I } no part of the plans may be reproduced without I , I r + + the expressed written consent of the architect. New I _ � ; : III I Ir Unexcavated r , existing F.J. existing F.J. ,I r r' !' Drawing Status I to remain i i to remain • • ill I .• , � r ,' I I+ r f0ki e I I I III + Issued --- - B E I I I ' r + I I I r r ,' Unexcavated ! ' ' ' --- ' III III ! + I Construction r ! " i - • j i i i It !J+ --- new(3)2 x8" _ header install masonry t ex. -- - -, truss ties or I shelf i .-- f 1 �` ;I -. i r+ ' New rebar(pins for I , i J f 1 i planter wall Exlsiing I New / - - - Bathrm. #5 p ' f ex. linen Bathrm. #1 I' ' Utility - -- ' - L. r r j , v ' W.1.C ... is (' <` -- - - --.- + r Dates co C Room , '� , + :� Relocated - - r �' 4/23/21 Issued sued for Construction I CIg. li' - bo •� o X Bedroom #2 ` I' _ - 9/1/22 Issued for Construction I o existing X " existing N o -- _ �N I , y__J--- c' o ±7'-10' t x - _ � 11/10/22 As per Town Comments N I v, CI o v l New - g• (2)24„- � ! -r , '� �C (� �!}' - _ - � -- 2/16/24 Garage Plans ,1 •x ,v ca 3I �. +I � ! = ��. - °' existing Post3 W. a c I �___ RelOCated I' 3/7/24 Issued for Construction (DCD -- - a) HaII ±7 10 ;; (Updated Design) ' v O i ' i CIg �o �I Bathrm.#2 Sitting 3=I existin +c �c r I -- U , ROOM g o� o� `� � �+ ! existing beam to remain so w -------_ ----_ -_- _ o ° existing beam to remain ?-- r ------ - Gay God °� > CD ±7'-4" `( existing F.J.to be o a> a •> CIg. I cut back to new f �o' existing stair X i 1 teco new(2)2"x8"stair hdr. (2)2"x4" CN jack L No. Date Description 3: I Relocated �r -(3)2-x-- i ----- New Pro to ) ct . Bedroom #1 E - new __ I c- - = Den _ e _ ca _ _ , _ N `� = Foyer a� co closet a +7'-10' x existing 2"x8"F.J. o ±T-10' 0° f6 N a) _ Laundry N o _ _ _ Proposed to remain �' iv CI9 a, ±T-10 I �' ,;_--_ I ROOm - r }' m o CIg. CY) c o CI _ - V) existing o existing _ -__- :. X v Addition w •X ±7' 1 and _ X exrsting x m CI 0 - -- 3 (4Po (2po t x 2 2'x4 0 3 I existing jack _ 0 (2)2"x4„ Renovation ---------- -- ( post ,i=— �_ post (4 2"x4" ` post from l new(2)2"x I f post „ !. new(2)2'x10"hdr. new(2)2"x1 "hdr. i post from teco above= - new(2)2"x10"hdr. , 4 ; - - - 1 m r r I - - ICU above — - - + For ---- o F I v o ,- -- r line of ex.cantilever _ - i new 3 1 x I I flush beam - - -^- - I I -_ - E _ _ -- - I -- - - } „ " __r A5.1 � 1 i ------ _ o --- - new 2 x8 4F.J. to match ^Nc > -0- W a) r - ,--- ---- � ------ C - --- -' - -- - ----- - I ---�- - -- o Perry - t --- - m cs, c c a� -- tand align with ex. at 16 oc i � > I -�-co - - Co _ c m __O - '4-.--+--r -r-3 ill_ v - .__—_-- �_> 3 > --! o = x �.t I • o -- 12 length) ti o a; a' -I� o I ?� o I o •-iN o - X C --- - ----' E Z ' _ ( -----9---�------ - - -v v a)—� C �p -- - X 1= -'-I @ 1= ---'-- -i I I I X I 00 a) � - o o , \. r -r-L- - --- x��' --- --iX ns vo line floorv---���, ----y = i � ..„ '" -- -- ^ - ^ i--. - - `!�\Q _x� o - line ofne \� N ��- i ' ^ I o ..Ei_ .floor above' 3 is= ( - - O O (' ) I Q 3 ao� r� 3 io -orb l @ �- -I line-o n_ew sec. (o o �a 2 2 x10 hdr. 2 2 x10 hdr. 2 2 x10 hdr. ", -_ o co N c, v sec.#loor o o ova --- , 1 oo & Stella e•- � t•... above .-..c d ! I ! CO s o .-.s L -- o vi11_' va�0i ' -- - �i - , � E3 -yvl3 cs = �,ao{Iv3 -- -- (DE3 eve I^tn I � 3' I IM I _ M a� CO m M to ' New I v a a 3 -- I " ICU 3 I --- - 36 I I -� - - - =1 -- i 3 a -- --- --- ---- -- -_ i ---- - COVer@d - min\!- - - 10_03"eq - _ - - 0 03" eq - -- - , C I' - D'=03"e- -- _ 10 03 a .. Mallas a� r - - -1 - _ T-- --- LO LO - Patio - ----- - -- -- - ---� ��----- - -- '- --= --_ ----- --- - - --- ---_---- ---' ---- (on grade) - - ---- - ----- --- ---- -L®' --- -------' ----------'--- 3 _ _ __ -- - - - --- 420 Summit Drive new continuous 3 1/4"x9/2 Ivl o N I_ - _1 --- )1/4 x9/ Ivl low earn- ,; 4"�' new continuous (3)1%4"x9%2'Ivl low beam J " o x ne 3 s " ' " ]b •-rN N o� low beam M -----,---`---- --- ---- --� t- y r7•g new 6"x6"P.T. post to C ---' attltUC N ® =---=- -— � - new 6"x6"P.T. post to bewra wrapped(typical) -=------_'-----------��_ PP (YP ) I ----  -_ = - - be wrapped (typical) new(3)1%"x9%2"Ivl low beam Jurisdiction center this of door and center this Town of Southold post with I porch ridge post with Suffolk County ridge above above ridge above 52" 3 51 3 5 " 1121'11512" ,- " 52" 1121-1 52" 5 " 52" " 10'-04" 9'-84" " 8 4 2 " 9'-84" 10'-04 Drawn B 4 20'-8 " 4 12'-3" 4 20'-82" 4" M.P. y �sr porch roof framing porch roof framing � porch roof framing III (center with door and windows above) *: 1 2 21'-OZ" 12'-11" 21'-0 " Checked By ±24 " ±31" M.A.M. porch floor framing porch floor framing porch floor framing (center with door and windows above) w Job No. EQUAL 2013 EQUAL Sheet TitleAA _ \J First Floor B E Structural Plan A5.1 A5.1 A5.1 Proposed First Floor Structural Plan LEGEND ANAL {'SAP ­. ��T '�1C� BY BA 1/4" = 1 '-O" - - - -- - -- - -- - - - Ir eel Number plan north Indicates Bearing Wall T-L11L7-L1-L11.1__ Indicates Post From Above A 3 A5.1 o rn Mich . el � X i 14'-3" fir-► porch floor framing I a C ® i n za 3" 1 roof f rC h i to Ct porch floor porch roof framing - 1„ „ 1AL j 2" j 2 „ 2„ 5 �_ 21 Main Street Stony Brook NY 11790 4'-7" 4-7 3-0„ new(2)2'x8 new(2)2"x8" header header �-� �' --_-------T phone. 631686-6585 r ' fax. 631 686-6786 email. MMacrina@optonline.net `-' - I --- 1 ________________ web. MMArchitectAIA.com i 5'-0„ steps x ` I These plans are an instrument of service and are -H o p �a _�_—__/r2``2"x6'(collar ties 1 T � the exclusive property of the architect. N (B - 11- y --=-----_-- t ---- _ Infringements of the concepts and design ideas - - new(3)1%4"x9%2' 3 s I _--______.___. presented o these drawings shall be prosecuted o Ivl low beam c I - othe fullest extent of the law. copyright 2019: a _ _ _ _ _ 1 ; 1 �_-_ ! Michael Macrina Architect, pc. All rights reserved, a� —1 ---IvIlo------------- - ----- ------ --- --------- -- - ----`----- --`------- ---- --___ no part of the plans may be reproduced without LO ' ' L I I ----- - __�2�2"x6"lcoll rties o 1 i i new 2"x1 C.J. i - - �_ - _------ X ---!- - ------- "q new 1 , 1 at 16"oc(14'length) 3 2"x4" ai of c (2)2"x4" N - - Drawing Status . 6"x6" P.T. post I r -- ---- - O rn_,co Jack I'I I - - Jack ; -2 M 1 E U to be wrapped 3 - -- - --- -- �- -----: N i o I L I - -- C D (typical) i i r- T new double 2',x10"C.J. _-_-:_ _ m (1) of o ' = D , - _ _-I - - (2)2"x4" _ new 11��-� -_-- ---1- _ -- 2,2"x6"+coll r ties Jack ,--------- o A5.1 I ° , �I \ o (o h 7 sk li ht X a r--- > -------- 1 ° u7 _ o --- °c�°�i Y 9 = Issue -N t 1Tabove fo h 1 - ------- ex. roof rafters , ex. roof rafters ---- - I I - �....---- -- - ,� „ - — =x tT ain I 1 to remain . 0 0 E 11I 11 �__- ew double 2 x10 C.il. I , a z r " I I - --1--- ----`- 1 o co r71� I , ( ? ^ I - COmst l u Ct l di 1 I b� o0 0 _13 I i i t 3 ____,�2�2"x6"lcollar ties _ L u7 0 f== -- t-- -- --_- -i-- 2 a 3t'Ili 1 i _ r-oewdouble ixi0'•C.J. _ ° I ------ 11 - !I I _, , ------- -- „ i NeW Typical ICollarTier - �_ �- Down 5 --- _ �- KltChen -Set bottom of each --- --- _ � a� 1 new -r -;- I - ---_ _ 1-L sk li ht� n 3- 3 2"x4" [ collar tie at 9-0 A :F. - _ ��m _Y 9 I (D IQ --- O I Vaulted clg. -- -? L - I B E i I N=If i Jack I - - - ----------- - - --- ------___ - b CN a)- 2 2 x6''collar ties i1 I I I ove - ' _ ------5�___1----------- -�-- 1 1 w double 2''x10"-C-.J..- � I i - ------------- ---- �- - --- i -- Dates � ---_---w double _-`-_ --,- M'co� new 3 1%"x9%z° -,-Ine � ----- New I - --- 1 - .� 4/23/21 Issued for Construction LO Ivl low beam i� i - �- - CI 3 Scfeened -_-- TL 9/1/22 Issued I I - -i- - ----- ;I I align post g 1----Porch 2)2"x6" i (2)2"x _ new jack I ssue for Construction 2 2'x10"-`---' 1 ;I I -with wall I �__! 1 J ck , 1 ( ) w(3)2"x10'�header_. _!-_____-. � new(3)1%4"x19Y4"Ivl header header7777 new continuous(2)2"x10"hdr. 11/10/22 As per Town Comments 0 4 2"x4" 2 2"x6" `� " " ' �„ ( ) ( ) - (2)2'x4' (2)2 x4 °X° 3/7/24 Issued for Construction t _ post post 1 `�\ d E post post ��' ^� to (Updated Design) U CD 34 " ±8'-1" New � " (� „ 1 1 w ctg. , v orchfloor -3'-4" "L I Cn 3 > i ; New o existing W.I.C. 3L ��--------------- -- r� P roof framing W �, r a) r U ° �' Pant ° C III III III -� a)� E I f I U Pantry E _ ______-____ 3'-7„ " I I I I m I I rn >y 4) I I - I I - I I (2)2'X6 m = III I I 1 as 11 I °-t ° I(I I I U aEi I o I ----- ------ post framing post ca I I rn1 I I o f I I ° I I x, 1 _8 1 I o 1 -- _ 0 E I I U 11 a) O` N I ILL- U 2 Q o I ILL � ^1 1 Clg. C o I co � I - - -- -- ---- a> I I a I I� rn I IfA a)a� I 106 ;- , Existing rn I I 14 a) 10 1 1 Q c 0 I 1 Q S u�i 1 I Q existing X 1 .µ A a , ° I I +.I I_ I I_ ° a) I I, Co I Bedrm. � I �, ° III m i t 1100 o X III ao o 'X ° o co 1 1 1 a0 o m I I new sloped 1 -' 6, I new sloped No. Date Description I I > I I-' N I I-' o N I I-' (� c L_J , I V I " a w I I X 1 o I I°' L o 1 I°' s v m o I I°' C.J.at 16' cc. , New 9'-6" m I C.J.at 16 oc. L 1 I I Co aD 01(1 m U U 1 I I as U o I I 1 m U - match R.R itch: Tray CI x 1 match R.R itch Project = I 1 E CU oo I I E M oo I I E 0 pitch: Y 9 cv _0 1 P 1 ° ' ' ° X I I X 1 ' X I ' Renovated ' - ' I Proposed 0111 N111° (@� N111� U N111� c�� new 1 N enax° ili c1 �ili-0 0- N� �� 'a Nl .0 n I closet Bathrm. #3 i `w vl I vl I N ___________________________ __ _ o I I I I m 1 I m I I �s " -------------- --4 Addition a n d --�I I I I 1 1 1 , (3)2 x4 - - , III ,I, post , new(2)2 x�0"hdr. single 2'_x6"hdr. existing _ ,�� ��� co O --- -4 i-----------, -� -------------4 1---------------I -------------1 --acts side---I header X , --- ---! !---------- -! !------ ------I !--------------j1 e I new sloped N m � � ----- 1 1 1 11 II ` � III III III I I 1 (2)2"x4" (2)2"x4" I P villas i N I-o ' C.J.at 16"oc. `� v� 0 1 1 1 I(1 III 1 1 1 I post post , U I 3 iL �i match R.R pitch �� 3= Renovation I I New I I I I 1 1 1 1 1 1 1 'l --------- new(2)2"x10"hdr. �� c III Great I I I I I I ' - 1I I I I I - I I I Room 1 l 1 III 1 l 1 i ! ----- --------- si gle 2"A"hdr. CD�. 1 I E I w I each side I o ! -- - '=j For w I I new vaulted I I I I I `° I I , ---------- a) --� t - ceiling I I m e I I 0 o v ° , 1 II I I w. it ' Itf11 1 1 ,, @ 11 C,L) E 11 s, --o, --------- 25"x54"pull down - c I I I I o f I I rn >w I I I - ------- �j stair t0 attic above �j o — I I o I c o I Typical _ - 1I I I ._ 1 I �� = , m o I I I I L I I = ��° I I secure each = I co Ic0 Existing rn - �_______ = centered in halt N I I I I I °s $ I I vi a I I ,I e x X Relocate - Perry g 0� --X ----- - Bedroom #3 00 O — w vault 9 g X � �a> / Ildia through rs I -- °------- .n + x o o "ps I I exlstln neW I I n- I I X I N I I N athrm. 2 2"x6" ° 1 1 1 1 vaulted i 1 ° 7 d i i roof rafter with a ?' post i I i ceiling i I i ceiling ° i I i ° a' z" 9 i a, ° ° 8 1 iv t8 1 x o & Stella --------- o o -axi I I 1 I I 1 1 aa) E-° I I bolt. block as 3 1 -- 10 Clg. rn Clg. `� L L J I O necessa a)I •5 _ ry existing -existing � � Mallas _____ _________ X (3)2"x6" 1 (3)2"x6" new (3)2"x4" i1 ----- --------- post post 2 2"x10' post-------teco I ---- (3)2"t (3)2'x6" - - O � post post (3)2 x6 4ZO Summit Drive C A__________________ header - _ (L _ _ _ - new(3)13/"x 9Y2"Ivl flush beam Post C new 3 1%4"x 9Y2'Ivl flush beam new 3 IY4"x 9Y"Ivl flush beam " MattltUCk, NY A5.1 � I O O new(2)2 x10" new(3)2"x10" new 2"x10"C.J. new 2"x8"C.J. _ new 2 x10 C.J. A5.1 at 16"cc(14'length) header hack-out this at 16"cc(14'length) equip.closet at 16"cc(3'length) ' _ _ Jurisdiction wall to align (2)2,.x4„ with new 2"x6"walls - post )2„x new co tinuous _ = post Town of Southold (2 )2"x6" F--- ----------- po (3)1:Y4"x5Y"Ivl st I------------------ -------------- new(3)2"x8"header he der new(3)2"x8"header l Suffolk County r TSormer>slate_Fft.___________ ------------------------------------------------------1------------------------------------------------------ r t---------------------------- ----------------------------i-1 -- - - - --- ------------------ - ------ 1 I T-9"A.S.F. 'r- Drawn B l�T Y M.P. Checked By: c= M.A.M. _ Job No. � OF A B E 2013 A5.1 A5.1 A5.1 Sheet Title°'] Second Floor Proposed Second Floor Structural Plan Structural Plan /4•• - , •-o•• LEGEND - IAP' plan north :NA 1', _ l- ZBA - Indicates Bearing Wall } F--� Indicates Post From Above Sheet Number Indicates Above Subfloor A.S.F. ��!)�M� J i C,- h .-aeI A A5.1 M .'a C r i n Align PIII,,rc h i te ct existing rake overhang to remain 21 Main Street Stony Brook NY 11790 v _______________1_________1_________ ----,r phone. 631 686-6585 v oc f fax. 631 686-6786 4-- v Lead Coated Copper Spire r to be selected email. MMacrina@optonline.net °'a_ ✓! web. MMArchitectAIA.com no �/ 2"x6"R.R.at 16"oc These plans are an instrument of service and are r 1 2 2"x4"collar ties at 16"oc the exclusive property of the architect. Infringements of the concepts and design ideas 12" rake overhang L 7� 12 presented on these drawings shall be prosecuted j� Lead Coated Copper to the fullest extent of the law. Copyright 2019: 0 �� Standing Seam Roof over Michael Macrina Architect, pc. All rights reserved, +' crown moulding 1/2"CDX Ply.Sheathing no part of the plans may be reproduced without T_TT_T____________ the expressed written consent of the architect. new 2"x10"R.R. jj 1"x6"trim board at 16"oc(18'length) new 2"x10"R.R. �r a, 0O (2)2"x6"header at 16"oc(8'length) '12 N FN Drawing Status • ±4-5 1/ co t/ to align with existing 1 existing � 1"x6"frieze board d window(see plan) 0 Remove Existing I D ✓� _ _ _ _ _ D Roof Sheathing new double 2"x10"R.R. Y' - A5.1 for Ventilation 5/4"'Azek'Sheet Material A5.1 ✓ a`)I new ( o 0_0 I U 1"x3"Trim board at sill Access all a�iN I 'Velux'skylight I mN d p _ 2"x6"stud wall at 16"oc Issue a' M06 v�l _ .__ _N i 2"x8"sleeper E X I) new double 2"x10"R.R. - ' N 00 i o � �� ; existing roof rafters existing roof rafters i/ `�' °41 3 to remain p to remain {) ZZZZZ CoInst I"UIOI _ v, / i %� 6 0° a 2 ✓ U) " of ridge +I v f new double 2"x10"R.R. - _ N brace cross brace at 32 oc N 0 o Fi ba) new o � X � X� - F x i 'Velux'skylight 1 m x m N g E 2'-6" 2'-6" N I M06 I v� N ; A5.1 A5.1 5'-0" new double 2"x10" R.R. 12 +4 5 i Dates N o I � X ±4.5 1 2 > tex sting I Cupola Section 4/23/21 Issued for Construction to match � ' existing fascia overhiclncg to r-emclirn existing C V /'2 = 1 '-O'• 9/1/22 Issued for Construction 11/10/22 As per Town Comments -I----------------------------J i l T7Ttl, rlllllTLITlTL7_LZrI ,I -------1--------------L---------------------------- -------------- ----------------------------------------- ----------- ----1---------- T IIZL1lITITIZ�TZIZII �7TITIT777ZIP 2/16/24 Garage Plan s I I I I I I I i i I i i F1 " 3/7/24 Issued for Construction new 12" rake overhang new 2"x10"R.R. new 2"x10"R.R. j (Updated Design) at 16"oc at 16"oc _I 1-4 I _ to align with existing �Qe C� 3 i Of 3 ! F1 d � I � � � I �� 5-0" °col too . I . I -0 C "existing roof ! ! 2-6 2'-6 " F-i O U 2h , O U i i -- E � � vL L -a to remain I +/ 0 3� CI.of cupola 3 a� I ; o f I 2•- o I I r between I c I ----------------------------------------------- 2 � ' each 3 c o C (REAR) 31 " `L II gambrel 0 A05 No. Date Description 6-0"x5'-0"cupola Lroof axi E O F-1 ys/ I -� I ; i ; i ! ! N (2)2"x6" Hdr. Project a ---------- ------------------ I I I I I ----------- --- A same sheet / -- ----------- -- ----------------- I I 1 1 ----- � � see drawings � � , � , I l r 9 / \ I I 0 (3)2"x6" +� comer post 3 Proposed I (typical) " I I 1 Ical " b chimney to be centered `�__�_r_-__ T T T 0) 6 6 on ridge(see floor plan / ---- 1--- ------ ----- -----�--------------------------------------1-----------� �a C C for exact location) existing ridge board to remain existing ridge bc�'ard to remain O 4'_0" `� Addition and 0 I L _0 _0 1 �+ L ` I I / oQ N' A06 X X A04 = ", t34— Renovation �� \ �___T ___T__________________________J. ___.i L__ -_-_-_-- --'•-______________________T__--________T i -v ---------- ----- --------- ------------ ------------- 0i-----------__-_-- _-_- N ' �. orL F-i N Qi 31 1 3 I 0 I I w 1 o a' equal ; ' qual in N m p a)111 a)- x, °i N ; C / , i � 12 N 12 N ..`_ 'm i v � 0 12 12 to; UC no f1OF i; 1 O °o Ev° ` j I existing ,�` 1 O U 1 O `L; '~ �6 +' PerryIo oN/ � ` o I 13 0 roof to 0' N o E ; too � L 0 ° c a) ; ; remain ry N existing � �' ! 1 x (2)2"x6" Hdr. existing =- 2 x /' co �, � 3 'r o roof to c o I ; N E ;-1 roof to N p `new roof j new roof x P co remain -w 2"x1 2 ' fI at sl e er i ! N A03 x overframe - overframe I I new roof > new roof X I & Stella remain a� w ( overframe w overframe i °' i (FRONT) N 2"x10" 2"x10" I �X j Z overframe R.R. X overframe R.R. I new roof I = 2"x10" lJ 2"x10" ' `=___- ___-; Mallas CV F_a Ioverframe I �� I o o ! ; overframe R.R. X overframe R I - =� Cupola Plan j post below � post below I I 3 I X° ! ; � � ; ' ' - ( plan) ( plan) - o below post be 420 Summit Drive see strut. Ian see strut. Ian d - _ _ ; 1/2" N post ow � p t ow � , ' I m ; , (see strut. plan) (see strut.plan) C _ Z1T l_7l_1 _z - IT1I1lT beam below see strut. Ian IITII�T✓ - - - -Z7� ITITI Tl l7f l c Mattituck, IVY A5.1 ! existi ' fascia beam below (see struc. plan) ( plan) beam below (see struc. plan I i A5.1 rig, ,I }/ post below post below f existing:fascia o�rerhand to remain ✓ (see struc. plan): ;(see strut. plan) r/ �/ overhang to: remain f 2"x10"R.R. 2"x10"R.R. j Jurisdiction 2"x10"R.R. 2"x10"R.R. �/ 2�� 2"x1o"R.R.R ) //> % 7_T_7_T_7T i�llllT_ T_ZTf77;� T17T_T7_% 717_T_ll- at 16"oc(10') at 16"oc(10') f x10' RR.: o at 16"oc 10' at 16"oc(10) at 16 oc(10) ;; 1 at 1 "o ) 1 'o --------------T------------- -------- -- 1 8" fascia o ve r hnca n -- - ------------- -------------- ------------- ----------612 c_1 O� ', ROOF PLAN LEGEND Town of Southold o1 2------------ ----------- r--------------- , - F---- / g - %------------ - 1 : ; o ----29 ----------- -1------------- -------------- --------------1--------------�- - J------------- -------------- -------------- ------------- - --------- 29---� ; ZA _ � Suffolk County j 1 2" rake overhang v 1 2" rake overhang j ---- -- 12 12 I -- ------------------------------- -----------2"z8"--orcYi-R-R.-----------------2"xT0 Rh.------ ---- ------ at - o -------- --- ----- - 1 WALL -------------------------- nEr -orc - N I I + t .5 2"xT0 RFf.------------------- P--------=------------- ----------------------------� +� BELOW ROOF 16"oc(5:12 pitch) at 16"oc(29:12 pitch) f rn at 16"oc(29:12 pitch) at 16"oc(5:12 pitch) 1,2 f, „ 2"x8" R.R. 6 2"x8"R.R. %' INDICATES ROOF PITCH -- Drawn By: 1 2 fascicl overhang Alin f at 16" o at16"oc(8') "I 2 fascia overhang X M.P. i^ g ✓ ----------------------�----� Align BEARING WALL Align -----�-I-----------------X ---------------------r-�---- -- Align f14" fascia `� f14" fascia �j1l�lll�lj- Checked By: > overframe overframe BELOW ROOF (. . 1 2- r a k e o ve r h a n g M.A.M. A E INDICATES AREA OF °7 28� A5.1 2"x8"porch R.R. 2"x8"porch R.R. A5.1 DOUBLE ROOF FRAMING °r Job No at 16"oc(5:12 pitch) at 16"oc(5:12 pitch) g INDICATES POST BELOW ® 2013 INDICATES A5.1 Proposed Roof Plan BEAM BELOW ROOF STRUCTURAL Sheet��itre 1/4" = 1 '-O" INDICATES SEQUENCE plan north OF ROOF FRAMING L MAP �� an VIEWED A Cupola Drawings I 1 N# �33 p g NOTE TO FRAMER All overhang sizes noted on roof plan are Sheet Number: rough framing from outside face of stud wall AW to outside face of sub-fascia and sub-rake. of cupola, windows, door and porch ridge typical metal M i Ch I new metal enclosure roofing to be selected bluestone cap of ridge and windows new 60"wide cupola of ridge and windows E see typical see typical pica to a top of gable ridge,, to be selected al siding top of thin stone veneer rake detail E= blind metal rake detail Axch itEE� ct typical flashing — -— -—- —-— -—- — - —-— - —-— - —- gable ridge 7= T 21 Main Street Stony Brook NY 11790 typical roofing metal flashing 'N, typical -1KN install blueskin tape phone. 631 686-6585 0) typical roofing over metal flashing N �T roofing fax. 631 686-6786 :t4.5 12 U-) email. MMacrina@optonfine.net to match see typical flat see typical flat typ calm tal see typical flat 5/4"tapered cap existing ea new I ea I ail oofin new guter new gutter eave detail web. MMArchitectAIA.com ve detail n Ve de plate h !ight ;+ typical t typical -—-— -—-—- OIL plate height These plans are an instrument of service and are siding siding 7' the exclusive property of the architect. Infringements of the concepts and design ideas L I%e d drip cut presented on these drawings shall be prosecuted head ht. 12 41� 1- 1 11 1 new gutter I I ! i12 I Z11 to the fullest extent of the low. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, blind metal L blind metal step _1 29: 29 step no part of the plans may be reproduced without low porch beam 29 FIJI FM flashing F flashing 12 <_ —typical siding 0 C:n the expressed written consent of the architect. to be wrapped typical typical eAA board ' siding line of X sidingi see typical SUe Ly icall sld7 I JU see typical 29 t -I = ;<-—typical frieze co S2 -T- Garage GO 00 M ll new porch- rake detail rake Tetail rake detail rake detail R=13'-O" -H XO O T 203 new comer 36"tall railing I -Fu screens r1_1 -(0—= 1!� Drawing Status board to code to be -H-0 Q ulind metal —blind metal. blind metal selected bluestone 0 bluestone blind metal­--�r' -1 - lin tales_ -i I a flashing AsWri g I IL ------------I L2__ flashing C p E cap stqp,__,. 17,1 _X 4 -flas in ------- ------------- 6W 5/4"blocking second floor subfloor r ---------typical roofing -i-T I Q second floor subfloor W typical roofing plate height plate height /1-i-Psiding SSU 01 grade beyond thin tone a igr-- a ign e t, pi orc selected porch eave i i -,. ,y o e -ftsj-ruc veneer to be JUL 46�_ da`l� 1E -]FT : i i : I Co ail : : : i i . wrapped thin stone detail LA-] veneer to be typical i 200 M -I r_ typical typical typical i typical (31 3-< n stone selected siding 1 103 104 1 1 1 14 105 10(� 108 1 109 110 _I .q) W - n stone -H W pical siding Swing 107 sid ng new P.T. iding 1 (0= veneer to be to be -H ty -H selected siding i—ev new posts behind new new new new new selected r to beos E� wrapped rd --=-boa top of slab Ti Typical Frieze Detail of slab 2g top -7— ................ Dates new recessed panels new recessed panels i new rerpsged panels i i new recessed panels 36"tall railing new steps to code to be 4/23/21 Issued for Construction E new p.c. piers below 1 new p.c. piers below (see foundation plan) new p.c. piers below (see floor plan) selected (see foundation plan) (see foundation plan) 9/1/22 Issued for Construction 11/10/22 As per Town Comments 2/16/24 Garage Plans 317/24 Issued for Construction (Updated Design) No. Date Description Project Proposed Addition and R e n o v at i o n top of ridge - -— - —- A5.2 typical------ For line of wall roofing behind typical Continuous Metal Cap 0) roofing I Li Flashing under siding 12 3 TI roof r7!-"7- T line of roof behind I Perry behind typical see typical 5/4"x4"tapered cap- -flas siding detail 4 Ca hing plate height - — -— - —-— - I LJJ J� plate height of new gable ------ I'd I & Stella 1 new line of wall:z:z- i , I I �i i- I � 1 I--L 1 1�A tj J i see frieze detail gutter M a I I as behind I I _I I I new Ter T ' I' ® ® e p red oards 1 1 i I 0 ', :10E r n7' 0 C" extend 5/4"x4"tapered cap rl"ff' align bottom with soffit 420 Summit Drive friei �ze board typical 60 L3)x 00 01*X co D -H �3 line of roof— I i 8 1 *Q) 0 0 -H >< typicalO Ic behind —ITT, newnew i I typical corner siding 10 sidir -H-o ,I r"2 Mattituck, NY E roofing -H-0 0 ig T_ -J,.Sl_ ing __4 0—C, 0 'boards i typicaI—:E_TLF typical new comer boards siding T roofing Gap flashing over cap flashing Over IJ Lyi!LLI thin stone Jurisdiction TITT 1-Ul I I 1"x8" frieze board I"W frieze board I veneer to be J 11 e,,, ne,cal 36"tall railing t floor subfloor typical frieze over new gutter plate -------------- ------4�-�-� corlp to be selected ------ height second floor subfloor selected 0 b OL second + -— - —-- lk_ IP-1-4 41 top of beam -----41------------------------------------------------------- i L 5/4"blocking Town of Southold LA-1-J X low porch beam Align CP to be wrapped sco n,es t: - be selecte new 0 b T i X Drawn By: comer PFF M[1 thin stone Ti AR veneer to be M.P. new P.T. posts boards behind to be typical :1E pical selected Aj -H wrapped siding typical \n- w co C E siding 6- 2ne w J 2ne w J 1-4 -V rk 'r , 0 Checked By: new 0 new column pavers on E wrap M.A.M. grade typical )"T steps(see top 0 Z____�sidinIf�1 '�j_ floor plan) f slob 4- Job No. 1 2 steps(see 0 new p.c. piers below floor plan) 2013 RE (see foundation plan) Sheet Titl L------------J Typical Rake End Detail Elevations Proposed Right Side Elevation Front Right SPINAL MAP REVIEWED BY ZBA DECISION# -7V Sheet Number : DATED: 1A0A*I A" enclosures typical o g -r\-A- IC �Ia � ' bluestone cap new metal enclosure to be selected M . c; r n ,va metal flashing - thin stone veneer J\rch itE:%. Ct to be selected = top of ridge +4 5 typical roofing 21 Main Street Stony Brook NY 11790 see , - to match sk li ht r existing Y 9 ( ° I' lin m to floor plan) .°, phone. 631 686-6585 typical roofing s p a in see typical fax. 631 686-6786 see typical flat rake detail -H email. MMacrina@optonline.net -- eave detail `-- --, see typical web. MMArchitectAIA.com L--n typical board and - detail sht.A4.1 plate height r typical board and batten siding ` These plans are an instrument of service and are batten siding _ — top of porch beam the exclusive property of the architect. __ _ _ -_ _ _ Infringements of the concepts and design ideas new utter presented on these drawings shall be prosecuted Pne _� g ULIU new gutter sconces to r ® ® yMichael Macrina Architect, pc. All rights reservebe selected e e IOW porch beamno part of the plans may be reproduced without o Q, - to be wrapped the expressed written consent of the architect. [Ell -�` i 219 220 ali n bot. w porch ' new porchIt 1 _ _I ___ _ �, o,•X screens screens a' �.-s, ,1- porch beam Lzi 36"tall railingO O O 1 °' typical _ � _ � with new _- new P.T. posts 1 [- 212 213 214 2 5 to code to be `D siding frieze board to be wrapped +I Drawing Status -H-o �-r selected �' new new new v _k _=::L. _ with 1"x8"Azek L '1_ typical i �_ - �;>> landing an 1 1 -,' 1 -_- _ bluestone cap - - ' -_ 1 . siding steps 1,(see, .TJ �_; - ; second floor subfloor _ _ _ _ _ ! � - ' loot plah)�� 1 --.i--- L _ _ �, _ - - - second floor subfloor - i- thin stone veneer ;n top of porch - - to be selected = - Issued ful 1 r----------------------------- I steps(see new foundation wall�� ! floor plan) &1_ below(see fnd. plan) I B Construmlon Pro posed Rear Elevation -------------------------------------------------------- -- -------------------- ----------------------------- ------------------ , M ' _____________' -1/4" = 1 ._O.. fi- I new footing below (see fnd. plan) new cellar foundation_J wall below(see fnd. plan) I 1 I 1 ------------------------------------ � Dates I I L----------------------------- 4/23/21 Issued for Construction new footing below 9/1/22 Issued for Construction (see fnd. plan) 11/10/22 As per Town Comments 2/16/24 Garage Plans 3/7/24 Issued for Construction (Updated Design) No. Date Description Project Proposed new metal enclosure Addition a n d to be selected thin stone veneer bluestone cap Renovation �s r�� r s� �r.s top of ridge to be selected - - = metal flashing ^_ _ = top of ridge - typical I For typical roofing roofing = line of wall = behind 1 Perry12 3 I see typical roof new Ln typical new new porch eave typical -- - behind gutter i roofing new gutter detail siding --- line n roof behind & Stella� i i c p as19 ,r - --- late height OIL top of porch be _ _ 1-1 I AL �J --------------------------------------------------- -i_'- -l __T_I_! _ _�l_1_L1 T T `T - - - --- _- -- - - - - / line of wall Mallas Align new fascia � i � j � ; ; i ; � �_ ! behind with existing 1 Pne o'see typical 420 Summit Drive new porch w porch new porch e e e e detail sht.A4.1 =i oo o,X O screens screens screens !._" = Mattituck, NY -1 UE� typical �� typical 00 line of roof +IH --�I _ siding O O roofing ; behind o - ' ? r------r -- L r 1y - I —typical Jurisdiction k.--Y typical ,Y� i � _ 1 I � � roofing < - car flashing �`;'rte come = �_ 2 g Town of Southold -- ding, T - -cap - - `- - P- -----9------------ �- i 1 �= new utter , F T .3 second floor subfloor = _ � --I-'-- , _ N 1 boards , - 5 second floor subfloor s to of orch - - - - - - 1 a . --------------------------------------------------- - -__�_i____�_ _ _ - - - late height fr,y r4r - fr,y r Suffolk County P P steps (see - - _ = top of beam floor plan) thin stone veneer - _ +,iyl to be selected ,1_ - _ -5/4"x4",,'t�appered '1 --Align '- _ _ - --cap over 1"x8" e e THE� ---.-- low porch beam IF—ste u footing f' - f'p Drawn By: r,---------P P 9 -' -' siding .;_ to be wrapped M �; I �<,V ne a board typical M.P. Y r� i fr r 7 typical Z comer : I I C f 6 114 115 ical ;' new I i I i CU „f I ! s g _ = ------------- I new P.T. posts r` typi -------------- below see fnd. Ian _ 9 ', sidi�I boards 1 ! ! I behind to be +l o Y siding I new foundation wall _ sidin ! ! ! , Checked B �� Q y ( P ) 'l i I : : wrapped E new P new column v M.A.M. --------------; ------------------ avers on I I ., '------------------------------------------------- �' i grade Job No. _�- ' �T wrap I 1 _ II top of slab O F --------------------------------- ------------------------------------ - - - - 2013 t new footing below (see fnd. plan) 1 j =E Sheet Titl j 1 new p.c. piers below (see foundation plan) '� `------------i Elevations Proposed Left Side Elevation 1/4" = 1 '-O" - Rear - Left piNAL MAP Sheet Number : A- EVIEWED BY ZBA nl#b t �� I /—existing --insulate in rafters new ceiling joists g required V ride board as existing ridge (see structural plan) 12 U U U board to remain new roof rafters (see roof plan) -t-4 5 spike to ex.- existing exi Ling 11­�,R. existing R.R. new insulation X roof rafter existing to'Iremalih new collar ties to remain roof rafters (see schedule) V insulate in rafters ne w rooi rafters install (11)11/2" ia= (see floor plan) ',I, I 12 Ilez 12 4.5 to CIZ)I uLiull au (see 6of plan) n) through bolt to I� -1 2" , 1±4 5 + 77T i I I connect collar ie exisiing match ex. to rafter I (see strut. plan) sec. floor plate height ------------------------------------------------ --- ------------------ ------------------------------------------------------------------------------ -a E� plate height dl I �l - KA i C�, h ._ J top of porch beam --------------- ------------------------------------------------- ----i-n--s-u-l-a-t-e--i-n-r-a--ft-e-r-s-----------(---------------- ------ as required ceiling joists camwindow header new flush beam der ex. ceiling joists (see ex.ceiling joists (see strut. plan ------ -- ------- -- J. -a c: r n wa to be removed to remain % KA (see strut. plan) near eiling joists U new low porch bda lm v to remain (see -window ai er (seelstructural plan) strudt all plan) structural plan) —new window new window I (see Structural pla (see str plan) new 36" (see floor plan) X /krch itE:h. ct (see floor plan) Am- —new P.. post 10 N w 0 Existing New Great tall railing new framed 03 L U) be exis ing framed new window apped CD 10 10 walls(see SC�Eened 0 Relocated r_ Room -H >< new J dow Bedroom 11 to remain seat(see I new roof rafters -H 0 21 Main Street Stony Brook NY 11790 -H d floor plan) , L� 10 (see floc rbh oor an E new screen P (see roof plan #4 Bathrm. #4 fc- be 0 Jill �i enclosure 0 (seefloor plan) existing floor g framed (see 16 i I ! F fax. 631 686-6786 joists to wall to remain —pavers existing F.J. existin new�111u�stone phone. 631 686-6585 —existing framed remain to remain aIidh'1W1th_e­x. - -_ -_ J1112 wall to remain email. MMacrina@optonline.net c)or Jill oar subfloor sec. floor plate height 'IiiiH 111111 i 5 second floor subfl, second floor �LI k we rchitect .tom top of porch • plate height A Ili HIM top of beam r These plans are an instrument of service and are new floor joists insulation the exclusive property of the architect. ==4 fl e N t existing F.J. Infringements of the concepts and design ideas —existin frarrip-d-_�li EF istin d— new p.c.frid.wall new p.c.slab (see (see strut. plan ;ee schedule) tog rame �Bedro x all remain foundation plan) M txisting to remain presented on these drawings shall be prosecuted C) (see foundation plan) W I wall t remainIj om #2 existing framed to the fullest extent of the law. Copyright 2019: If E new beam Tove har g Michael Macrina Architect, pc. All rights reserved, Bathrm. wall to remain I : I a (n L4 New (s4e strut. I no part of the plans may be reproduced without new p.c.footing Tru #1 Existing �plan) I the expressed written consent of the architect. (see foundation plan) existing foundatIOTM new Covered I wall to remain - Bedroom #1 1 opening � 1, Porch I I -H ex.— existing in column I I E —framed foundation wall wrap I T"L-1 Paftial Section b.�c1r­..r-,, gft4 I Drawing Status walls to to remain I existing p.c. slab 2 remain bluestone new P.T. posts 1/4" .1 .-0.. existing footing-11� to remain pavers to be P.T. A3.1 to remain L top of slab Section IF------M111 1111H 11111F----------411111 777'1 L40 -144" new p.c. piers below- 4F E, E existing footing----49 EJ (see foundation plan) to remain Issued for A6.1 Uonstructiol I new ridge board---\ top of ridge (see roof plan) -12 existing ridge board to remain ±4.5 to existing R.R. ia�- insulate in rafters match ex. ,tito remain insulate in rafters as required new roof rafter 45 existing R.R. as required new roof rafter to remain existing R.R. (see roof plan) (see roof plan) 12 existing R.R. to remain insulate in rafters -"z7l 3 to remain new ceiling joists new 2"x -H as required new ceiling joists Dates -12 1011, Attic existing ceilir�g (see strut. plan) ±4 4-- (see structural plan) hdr. each joists to remain 5 g A, exis ng I side. new4/23/21 Issued for Construction 41 kylight OL top of plate height pike to ex. ex. ridge porch beam t 9/11/22 Issued for Construction 11 S - —-— -—roof rafter board to J-,, dormer plate heigh remain doorheadel new 2"x6" new 2NIO"hdr. new flush beam existing window header 11/10/22 As per Town Comments C. 1 each side slope C.J. (see stru 18" (see struc. plan) E--door i 1 <----J-Wall cab. new collar ties plan) :0:VL, ceiling joists beyond (see structural plan) 1 2/16/24 Garage Plans 6X'111�'1'1111, A to remain i 18" 'overhang ±18" (see" oor (see floor plan) Ne� low1, i (see floor plan) orc to match �; existingplan) new, earn. . �!1!!I: 1 _J 1,1� 3/7/24 Issued for Construction ------ % and align existing creened see structural plan) New . i bearing wall to '1`1\// —existing rc>C> I I I I � IX-"I 11'1��, with ex. C31 New I � i �_wall beyond E i opening 1�L_Porch__1 p S: new window (Updated Design) framed wall be removed (see floor plan) Pantry newrn new window beyond Kitchen le,w P.f.p6si't6, CY) co I (see floor plan) to remain closet I -H be wrapped new door --_- r- - I new w roof rafters see floor plan) verify if the island A Align w scre existing F.J. new framed 3' 1. tair header A s I I or base ca newblues-ton walls(see floor -92 with g d- enclosure' ! �l i new existing flush existing frame I 4ase cab. (see flo b. (see e to remain Foyer wall to remain_� (see floor plan) ex. Plan) floor p opening' H -I 1�* —-_ 1,il_1 second floor ubfloor �7 sec. floor plate height [an) pavers subfloor second floor s plan) ex stair op r �7 existing F.J.to VVM,,V/yWAMVA1 177771,111 -\Itop of porch plate height A 11 H I plate height Z op o earn No. ate Description existing hew low beam 1-24' foundation wall —new framed— new flush beam (see strut. .... --- existing floor new "-I ow-b-_m ex. 24"- new p.c.slab(see ting plan) new walls(see floor new fi ceiling existing foundation new to remain beam to (see structural plan): I joists(see I I ' -unda 1 joists to foundation plan) new p.c.frid.'wall"4 plan) I joists(see Project shelf I plan) i I shelf (see foundation plan) - , . (71 wall to remain remain .2 (s remain structural structural C3 new 2 s - :.0' 1 l I ircase C31 - - E IN I plan) plan) ew to st� existing footing 7 xisting footing new p.c.footing utility Relocated e echanical 1 to remain (see foundation plan) Hall �--existing New E new column -1 Proposed to remain I wrap r- -H E- X Room Bathrm.#2 framed wall Covered I I -H Roo to M be removed new reinforced p.c E i—new----> Porch E retaininq wall (see new reinforced p.c. 0 Addition and foundafi'on plan) new column___4 retaining wall (see existing p.c.slab tile flooring to framed new door--, new p.c.slab(see (see floor (see frid. n) foundation plan) main be selected bluestone k—new P.T. posts \P11a 1 2 to re I to be wrapped floor plan) foundation plan) plan) pavers I walls(see �31 top of slab R e n ovat io n b OL top of slab ,...,liection LL V-0ii. existing footing existing C3 CD CE- I, ,, ED it[ foundation wall E For newp. footing call footingnew p.c.footing to remain to remain E (see fnd. plan) (see find. plan) (see frid. plan) 1-r 1 ­1 1 T 4___ ILLL Section _\�_new p.c.fnd.wall new p.c. piers -1/4" 1 .-0.. existing footing (see foundation plan) below(see Perry to remain foundation plan) 1 ±16'-5" (equal) —±16'-5"(equal) A3.1 & Ste l l a S1 S1 Mallas A6.1 new ridge board qq� A6.1 new ridge board H (see roof plan) top of ridge —-—-— - (see roof plan) Fi 11 —-— -—-—- —-— - --OL top of ridge 420 Summit Drive Mattituck, NY 12 12 12 10 10 of door, porch ridge 10 - 10 4KN insulation and gambrel ridges Jurisdiction 0') S2 S2 S2 insulation S2 -1 (see schedule) (see schedule) LO A6.1 _1A A6.1 LO new roof ra new roof ra er Town of Southold (see roof plan) (see roof plan plate height Suffolk County L — OL plate height 12 insulation new ceiling joists ----(see schedule) joists wall beyond (see strut. plan) (see floor plan) Drawn By: g beyond 711 > DA (see strut. plan) ew roof LF rol8� new roof rafters ;:t-openin a e1w roof rafters (see roof plan) < In -roof plan)' M.P.—new framed walls (see floor via, I (see roof (SbE f lar) new framed walls see A. A X", p 6n)� I_(sel roof plan)i) (see floor plan) (see floor plan) New Great set roof rafters over :-4—insulation -00 r", iew roof ral S insulation set roof rafters over Checked By: 3)2 x6"plate over Room _C0 (see schedule) > tsee ro T pi -H (see schedule) 1 (3)2 x6"plate over -H ow beam > Existin ;ow beam M.A.M. E inclow seat E new window seat new W new window seat-- drm. 9 12 0 12 (see floor plan) Be 3 (see floor plan) +4.5 "77q±4.5 (see floor plan) .7 5F7-1 Job No. 0 5m flooring to be floor joists(see floor joists(see flooring to be OF selected strut.plan) strut. plan) N`i�l new selected new 2013 second floor subfloor ,L 1�_ second floor subfloor g6tter I d gutte I I 1�1 plate height A p a e eig t N R 0 Ml MI 11 NIA1 W/11 NVA jN11, WA�yw I W WV 'A/ /YW 1/+`\ yyv /Wy A Ay", Sheet Title top of beam op a beam -flush-beam new fluslyhearn-F ew-ceiling ush beam low beam ---Tne"ush-beam- �oists See '6.1 (see struc. plan) see struc. plan) struo,. plon� StrUC.-plan) i i(s ,truc. plan) (s struic. plan�! 2 beam (se ous ec ions i - __- new eJ111JL _i�_nEw low beam L-1__J jl --1 - strut. plan) insulation if 6 IS,t s- seestruc. 16ril -l' e'struc. plan) -new ceiling joists insulation new ceill Ch ) 1� st joists overhan _b Coll (tee I L11-JILLi (u��i ap) (see schedule) FstZ .� l� I e"tit. plan) (see schedule) r (see la see ru Ian) 7 •X - seeroof r a! s in 7- r, -I-- T_ ah) roof planY i -H Ly -H �! 0 0 E E �( al L:1 A-E -2 11 � 111 0 top of slab ------- top of slab FINAL MAP Sheet Number: REVIEWED BY ZETA Section DECISIOWk 7(o3 v fl,,�,h h,,m 1/4" = 1 .-0.. LPATED: Strapping can be installed directly to rough framing or over plywood sheathing. FASTENING SCHEDULE . Table Rso2.31 of the 202o RCNYS STRAPPING O Contractor to contact local building dept. for required strapping Inspection. FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough ,:. opening framing requirements).All nailing is a general specification it applies unless noted otherwise. PLATE ONE 16d NIP Porch / Deck Strapping Details Joint Description No.of Nails Nail Spacing required uplift force as per RAFTER > am TO FILLER SIMPSON STRONG-TIE BLOCK ROOF &CEILING FRAMING 'CS20' Coil Strap table R802.11 of the 2020 RCNYS - � THREE 16d TWO 16d over every rafter = 340 pounds TO FILLER Rafter to Top Plate (toe—nail) (3) 10d common Per Rafter BLOCK 0 I SIMPSON( STIR G-TIE Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist u, 'HCP2' (single h rafter) M i C:: h < o 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails ° 'HCP4' (double hip fter) U ^ �, ■r�.� STAGGERED Ceiling Joist laps over Partitions (face—nail) (3) 8d common Each Lap �� \ ° o (V— ■ 1 12 O.C. (3) 8d Nails (5) 8dxl-1/2" Nails 16d 12"O.C. Collar Tie to Rafter (face—nail) (3) 10d common Each End t0 rafter ° _ VERTICAL RIDGE o ° Simpson Strong-Tie Tie TO SPACER o P g A rc h i to ct Blocking to Rafter (toe—nail) (3) 8d common Each End BOARD ° � -ABA46 4"x6" Post STUD Rafter to Ridge Board (end—nail) (2) 16d common Per Rafter (2) 8dxl-1/2" Nails -ABA44 4"x4" Post o STAGGERED to plates PLATE -ABA66 6"x6" Post WALL FRAMING ROOF \ - 21 Main Street Stony Brook NY 11790 WALL THREE 16d ROOF TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER RAFTER °o SIMPSON STRONG-TIE °• - Fill Void with �- STUD 10d TOE- Q H2A at each rafter Rigid Insulation BLOCK Top Plates at intersections (face—nail) (4) 16d common Joist—Each Side phone. 631 686-6585 Prior to Sheath'g _ NAILED (575 pounds) TO SOLE Stud to Stud (face—nail) (2) 16d common 24" o.c. Typical Post Base fax. 631 686-6786 (5) 8o Stud 2" Nails email. MMacrina@optonline.net SHOE Header to Header (face—nail) 16d common 16o.c. Along Edges rn t0 Stud Connection Detail Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud rv, Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, 2 16d common Per Foot i■ S 1 Connection Detail S 2 to Wall Stud Detail t Plate " These plans are pe instrument of service and are End Joist, or Blocking (face—nail) ( ) o ate Detail 2 X Ledger fastened the exclusive property of the architect. SHOE '� to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2019: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist (5) 8d Nails 'Simpson' H2.5 A joist hanger Michael Macrina Architect, pc. All rights reserved, (600 pounds) See Rafter to Beam to no part of the plans may be reproduced without Detaiof i��al exterior Oft ICaI Bridging to Joist (toe—nail) (2) 8d common Each End the expressed written consent of the architect. l yp Detail Post Strapping Detail (S5) partition intersectionexterior corner post Blocking to Joist (toe—nail) (2) sd common Each End hip � valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter not to scale not to scale a rafter meson' L70 Drawing Status Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON S G-TIE 0 - Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist - f \ Model HRCI. 1 ° i Band Joist to Joist (end—nail) (3) 16d common Per Joist ° ° }.SIP I V 0 �� com � Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° ° RAFTER o °° rafter ° u joist hanger ROOF SHEATHING RAFTER °o 2"x Ledger fastened o ° to wall structure Issued foi � Structural Panels (see zone diagram) GE o (5) ° Interior Zone 8d common 12" o.c. 0 I ° Porch Rafter .� 8d Nails ° ■ Perimeter Zone Sd common 6" o.c. o /i ° +� I /°1 I Gable Wall Ede Zone 8d common 4" o.c. 'CS20'SIMPSON STRONG-TIE Q1 ConnectionCori-%Ist (vim g 'CS20' Coil Strap e � CEILING SHEATHING over every stud a Assembly Detail Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails WALL SHEATHING HI Rafter Roof Beam p Porch Roof Rafter to Common Rafte to Structural Panels 8d common 6: Edge / 12" Field to Ridge Detail 31, S 5 Beam to Post D eta i I H i /Va I I e Rafter tl. —(3) 8d Common Nails Garage Door Portal Openings 8d common 3 oc into all framing at Each End of Strap Gypsum Wallboard 5d coolers 7" Edge /7" Field Wrap CS20 Strap ntinuous Dates FLOOR SHEATHING (Subfloor) From Porch Bm. ver Roof Bm. 4/23/21 Issued for Construction Back Down to orch Bm. Structural Panels (4) 8d Nails plate — As Shown 9/1/22 Issued for Construction 1" or Less Sd common s" Edge / 12" Field N If cripple studs are utilized over second fir. header,then provide one CS18 11/10/22 As Greater than 1" 10d common 6" Edge /6" Field (8) 8d Nails • LENGTN strap from top plate to cripple studCUT per Town Comments &from cripple stud to header Load- ar'g Hollow 2/16/24 Garage Plans J SIMPSON STRONG-TIE Q • LENGTN headerFiber ss Column g 'CS20' Coil Strap N ° (8) 8d Nails 3/7/24 Issued for Construction (8) 8d Nails p GUT over every stud (Updated Design) 0 N LENGTI.1 (1,030 pounds) (8) 8d Nails ) d Common Nails CONNECTION OF MULTIPLE PIECES a ach End of Strap SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(�) 3 SPAN 'CS18' Coil Strap o h Girder p over every jack & king stud Post o Beam Strapping s . SIMPSON STRONG-TIE 'o Simps H2.5 1/4'Width Pieces: w .� CS20' Coil Strap • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. over every stud first floor Install 'Simpson' CMST16 u (8) 8d Nails Post • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. 0. (1,030 pounds) for 16 ft wide sliding door c a Post Bas for 14"and deeper beams Provide strap for P No. Date Description END each jack stud when • If us in 12d 31/4")or larger nails,the number LENGTu g ( g (8) 8d Nails (8) 8d Nails multiple jack studs Concrete PI Project of nailing rows may be reduced by one. r� A Q are required I 3%"Width Pieces: `r+ N N m joist H low Porch Colu n Proposed — (8) 8d Nails t Deck Assembl D tail • Minimum of 2 rows Y bolts at — 24"o.c.staggered rtt (1)Load must be applied evenly across entire to Gable Stud First Floor to Second Addition a n d beam width.Otherwise,use connections for side-loaded beams. Wall Jack e k Stud a t Additional nailing or bolting may be S7to Wall Stud Dtl. S8Floor Wall Stud DetailS9 Header Opening required with side-loaded multiple-member beams.Refer to current product literature. Roof Beam —Porch Roof (Rafter to Beam For N La (8) 8d Nails to Post Strapping (S5) ° SIMPSON STIR G-TIE 'CS20'SIMPSON STRONG-TIE 8 8d Its Perry'CS20' Coil trap IMPSON STRONG-TIE ( )over every ud 'CS20' Coil Strap20' Coil Strap a 1,030 ounds over every studov every stud W p ) (1,030 pounds) ,n Solid Wood Post 0 (8) 8d Nails & Stella Rim Joist N blocking f Mallas (8) d Nails (2) 8d Nails g Joi st Column Wrap PSPN516Z .� (2) 8d Nails aovb��o,�e RPS28 r MSTC52 L1. wrap under 5� Q r (5) 8d Nails Qo Post Base inside 420 Summit Drive .°• ^^ sill plate l.i wrap under i Simpson H2.5 A Hollow Column (see Dtl.) UC sill plate I o tdt` (8) 8d Nails Mattit k NY , ;,'. . ;^: •,�• '•r.:... +:.� • '•"; t;,. ,; .,.,:. �� �� top plate ° ,t• '< I joist hanger 3. ;,•,' ;.G "•+ .ti:: ,. r1 :?:� •::.: ;'� �- I I (5) 8dx1-1/2" Nails ",•: }+ (III (III II SIMPSON S ONG-TIE " I I Jurisdiction ";' ?•>'` ": : 11 IIIIII IIIIII III wall 'CS20' Coil S ap Poured Concrete Pier foundation stud �., ? ;• ;j :, I I over every stud (8) 8d -1/2" Nails Town of Southold " ::•' ,1 is j1� IIIIII III I II (8) 8d Nails (8) 8d Nails y ATEROR PIPE �:Q O III Solid Post Porch Column Suffolk County Wall Stud to Wall Stud to SIII Plate Cantilevered Wall St RIDGE — Assembly Dtl. ' ` 0S11 to Found n ':r �; :;: _�•: "r � Rim Joist Det "I at Garage Wall to Rim to To Plate De it Drawn By APC ATTIC O\ M.P. tir i' it ';• SS1.5' . t cn •' rn NS1 ;t. ' v C Checked By: 2 ', >t. CD c '° Note: STRAPPING INSTRUCTIONS : Sim Simpson H2.5 Strapping / :.. UCTIONS p 2.5 (hot-dipped galv.) M.A.M. Ns1 a ` Required where notI. '' '•" °°°° @ 1. All Strapping To Be 1-1/4" Wide 20 Go. Steel ,a, ¢ BLOCKING 2 BAYS M, on plans see deck ledger 03 m N or 'Simpson Equivalent CS20 (coiled strap) (4) 8d Nails Deck Joist Job No. �2<fG O cc N BACK ® 48" o.c. = HD Unless Noted Otherwise. detail,same sht. o °°) -; In` �.+ r` 0 `' •(� � for attachment 2013 x f �.:. • :'�,,"•.: "t �;� > t ( SECOND FLOOR Q +� 2. Use Stainless Steel Straps & Fasteners or w +' Solid Corn Post Soli orner Post—� Hot-Dipped Golvenized When in Contact to house ' HSS2- S s'F with Pressure treated Lumber. Sheet Title . l m �' ' '', o (4) 8d Nails Porch Girder tul Y LINES } ,,• _ w 3. Install Strapping For All New SIMPSON HDU8-S 2.5 pp g Construction. e r ..° And where noted on plans Post to Beam Strapping Simpson H2.5 hot-dl ed alv. St ra p p g Details � •A'' : � �' '�` ; '�=•:• 0 7 8" dia. 2-16d Common P ( PP 9 ) •� > •t•;•' '�`, ••• '. Threaded Rod �� 4. Install Strapping for Each of the Following: HSS2-3 SDS1.5 ";:,•• im son' HDU4-SDS2.5 nails ® 6 o.c. Post BLOCKING 2 BAYS U P NS1 ELECTRICAL WIRING BACK @ 48" o.c. Holdown for full length -Rafter to Rafter over Ridge Post Base of stud -Rafter to Plate to Stud - Nailing Seh■ o .. '• 'r FIRST FLOOR 1 ■ -: �� •,r Blocking a -Hip Rafter to Plate to Stud • ® Endwall second floor o -Common Rafter to HipValle Rafter Framing Details 'l` O.F.• `~ 1 E -End Wall Studs to Wall Studs , NS1 o O I a / y - i ' %PSPN516Z LOAD BEARING WALL (with HVAC Chase) �•• - > ` MSTC52 /1 I o � " 1 I 1 0 -Header to Jack Stud PSPN58Z Rim Joist dia. Threaed Rod ' N -Jack Stud to Rim Joist •'; �^"� Wm dded 12 into Adhesive s -Wall Stud to Rim Joist � (fir 0 / -Cantilevered Stud to wall below �"!1- Sheet Number RF s26z BLOCKING 2 BAYS BACK @ 48" o.c. -Rim Joist to Sill Plate �y � 'SIMPSON' HDU8 DS2.5J first floor -Rafter to Ledger with joist hanger RE-VIEWED � ��� Electrical & HVAC Protection Guards Gable Wall Blockin Dtl o Holddown Connecti Dtl. Holddown Conn lion Dtl. _ -Rafter to Beam to Pastttj� 3 Deck Str- ` ° Plumbing , g -Beam to Post to Floor Beam �p 1 a -Floor Beam to Post 1`r _ - not to scale not to scale where noted on floor plans for first floor to second floor con ction U -Post mb1Y - to Pier (footing) AS$e Joists to Beam J LEGEND SUPPLIED BY INDICATES PHONE JACK Tphone INDICATES CABLE JACK TN INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET O F.O. i C h --a E� INDICATES QUAD RECEPTACLE a�, INDICATES LED RECESSED WW ADJUSTABLE CLG. LIGHT FIXTURE /k rC h i tie Ct INDICATES LED RECESSED HH CLG. LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 INDICATES SURFACE MOUNTED CLG. +SM LIGHT FIXTURE phone. 631 686-6585 INDICATES PENDANT CLG. LIGHT *P fax. 631 686-6786 ' FIXTURE email. MMacrina@optonline.net I INDICATES LED KEYLESS CLG. LIGHT KL web. MMArchitectAIA.com I FIXTURE I These plans are an instrument of service and are Air Handler ; the exclusive property of the architect. INDICATES RECESSED CLG. +WP Infringements of the concepts and design ideas I WATER-PROOF LIGHT FIXTURE presented on these drawings shall be prosecuted KL KL �` " to the fullest extent of the law. copyright 2019: INDICATES WALL MOUNTED LIGHT Michael Macrina Architect, pc. All rights reserved, x'• ut FIXTURE the no pexpressed art of ewritten colans nsent be rofrthe architeoduced ct. *' INDICATES JAMB SWITCH JS ,,.1 • N`-IW INDICATES SWITCH Meclhonical I Drawing Status rl R�c�m r ' INDICATES 3-WAY SWITCH $3 � r INDICATES 4-WAY SWITCH I I i r l $4 INDICATES EXHAUST FAN (100 c.f.m.) EF • KL , I KL r r ► _ — i r r Issuedfoi� lilt I ' INDICATES SMOKE DETECTOR O' I I � r i � •�" ii SD t � �'.� INDICATES CEILING MOUNTED CARBON CM C O S I o n Unexcavated I I 1 MONOXIDE DETECTOR INDICATES WALL MOUNTED CARBON CM MONOXIDE DETECTOR KL i i KL r r' , r INDICATES CEILING FAN W/LIGHT O 0 Dates INDICATES SURFACE MOUNTED + i LED LIGHT FIXTURE 4/23/21 Issued for Construction Unexcavated THERMOSTAT O 9/1/22 Issued for Construction 11/10/22 Asper Town Comments I r i FIXTURE BOX 1 1 FB 2/16/24 Garage Plans - - GFI exj$ ng New 3/7/24 Issued for Construction ry -fe Bathrm.#5 _ ' _ ' - - r SOFFIT MOUNT MOTION FLOOD LIGHT (Updated Design) New storoge _s _— e Is ing - - y ; ex. linen XlSting `oiler HH HH - HH ,1 ' W.I.0 I athrm. #1 ____________ , i ; WALL MOUNT MOTION FLOOD LIGHT I HH HH KL KL Relocated �` , 1 I — Bedroom #2 Utility � I I O O � I I HH I � Room O ' NOTES :HH New No. Date Description —mwp ' W.I.C. I HH HH HH I i 1.WHITE DECORA RECEPTACLES&SWITCHES M i -- -- �} Project HH 6M HH - Hall - HH HH �-- ------ ; 2. CONTRACTOR TO CONSULT W/OWNER M R I Gated PRIOR TO INSTALLATION REGARDING ANY Proposed 3 3 rm. TV i ADDITIONAL EXTERIOR MOTION DETECTOR -------- � — --- ; &FLOOD LIGHT LOCATIONS. ' -------- -=--- � Addition a n d I HH —- HH HH 3. CONTRACTOR TO CONSULT W/OWNER — -------- HH -Hall — HH -- CM-- HH0:1 ----- HH ----- H M PRIOR TO INSTALLATION,ANY ADDITIONAL Renovation HH �3 LIGHTING, POWER, CABLE,AND PHONE - HH `H' ___ $ REQUIREMENTS AND LOCATIONS. ' Sitting ' I I i ------- I ; 4.ALL OUTLETS TO BE LOCATED IN Room I __new _ I cabinet I I BASE MOULDING HORIZONTALLY. O O I , closet H New or I _______ I I Den 5.ALL SWITCHES ARE TO BE ON DIMMERS. O 0 ; N �, I I I HH I � ; I Perry Relocated --- I - -------- -Bedroom Bedroom#1 c open , HH HH —,HH ----- HH I r� i above -------- --- j washing ----- ----- GARAGE LIGHT SPECIFICATIONS & Stella H H HH I =E) ' ' --------------- I ' I ' - Laundry machine ------�P------ Room dryer ; Garage surface mounted LED light fixtures to be HH ; --------------- ' 'Westin House' #63221 12 watt 6" LED flush white. Mallas 1 -� g I I I 1 l_ - — ------• .. . -- ' I 420 Summit D I I— ---- - -- --. ---- -------- u rive � � � I mmi L---- 1 - -��' -J - - - --I r--- --= -, - --- ---- --- — ;,! --- Mattituck NY �— O _—_—� 3 3 - --- CJ�----- ' I _ Jurisdiction New _ I vered Town of Southold I I r-- - - - - ! - - — I �--------- --------CPCatio - � I Suffolk County —_-- I -, -- --- -,— E{ � i ---------------------------------------------------------------------------- ----- ---------- - ----------- ---- ---------- ------ --------- ----------------------------------------------- -- �- i Drawn By: M.P. �� �-^ � c --- ----- - - Checked By: M.A.M. First Floor Electrical Plan Job No. 96e , zr 2013 plan north Sheet Title Electrical Plan - First Floor FINAL MAP Sheet Number : REVIEWED BY ZBA DECISIO 10 33 DATED, �� LEGEND SUPPLIED B INDICATES PHONE JACK Tphone INDICATES CABLE JACK TN "INDICATES DUPLEX RECEPTACLE j INDICATES FLOOR OUTLET F 0 INDICATES QUAD RECEPTACLE MG� Cr' r1C� . M i --ea E: INDICATES LED RECESSED W WW ADJUSTABLE CLG. LIGHT FIXTURE AA,rc h ' te Ct A INDICATES LED RECESSED HH I-- CLG. LIGHT FIXTURE - I— 21 Main Street Stony Brook NY 11790 cookto hood p — INDICATES SURFACE MOUNTED CLG. *SM -_ LIGHT FIXTURE phone. 631 686-6585 T _ INDICATES PENDANT CLG. LIGHT +P fax. 631 686-6786 wall I � �_ 1---- -- oven _ _ FIXTURE email. MMacrina@optonline.net HH HH INDICATES LED KEYLESS CLG. LIGHT ,vKL web. MMArchitectAlA.com j , FIXTURE These plans are an instrument of service and are _______ __ I i I_ the exclusive property of the architect. t---Ne-- ______; I I------------ INDICATES RECESSED CLG. WP Infringements of the concepts and design ideas -Itch n presented on these drawings shall be prosecuted - WATER-PROOF LIGHT FIXTURE to the fullest extent of the law. Copyright 2019: I _ GFl I -- --- INDICATES WALL MOUNTED LIGHT Michael Macrina Architect, c. All rights reserved, --- - - - -------- ---- - ---r-- -z= -- ------� --- no part of the plans may be reproduced without ® - ---' ® ® HH ` pendant HHI'troausth=O _--__-_-- _.. FIXTURE the expressed written consent of the architect. pull I- T-T- -_ - i New ---- _ — M i I -y^ 1- - INDICATES JAMB SWITCH JS T r ! ------ Screened - HH I-- -- M - --L----�- ; ------- - - -- -- INDICATES SWITCH P_OfCh, HH � Drawing Status -- __ — '' ! ' INDICATES 3-WAY SWITCH �3 pendant I HH Sink _�- --I i INDICATES 4-WAY SWITCH $4 it --17 O T -------+- ___-- 1 I skylight I' - --L----t- ------- i d w INDICATES EXHAUST FAN (100 c.f.m.) EF I I - I -- I - - - ---- Issued foi III r I - - -- INDICATES SMOKE DETECTOR SD 111 i i r H ; pendant --- HH Construction - -J -�- _- i INDICATES CEILING MOUNTED CARBON CM 1 � ---I--I HH - r _ III I � ___ MONOXIDE DETECTOR 1'I I 1 HH - -- - -- ----- - I II 1 �T- -_ T ---_ I ref. -_, � _ _-_ _ INDICATES WALL MOUNTED CARBON CM MONOXIDE DETECTOR sk I ht �9 i- -� - �- - HH HH ----------- - INDICATES CEILING FAN --- j � I- O � M ------------------------------ - ___ - _ W/LIGHT i L_ _J I I --------- -- _-- n ref. I -------- - ---------- I ----------- -- - - - ---------�_ � --' � �- Dates INDICATES SURFACE MOUNTED - - '! HH HH i . .. - _. _ �,e I - I --1- - Issued for Construction LED LIGHT FIXTURE 4/23/21 new landi g --- - --- I --- H HH HH wife �__ I- - - - _ I! THERMOSTAT O 9/1/22 Issued for Construction HH ! I ----` - I -; new planting bed 11/10/22 As per Town Comments ®1--- ----. .- - ----------I---------- - 1 I FIXTURE BOX CEO 2/16/24 Garage Plans 3 3 — New Existing FB 3/7/24 Issued for Construction HH -- HH W.I.C. `� ,�_____ SOFFIT MOUNT MOTION FLOOD LIGHT (Updated Design) HH Bedroom #4 WALL MOUNT M011ON FLOOD LIGHT H --r, -- H---r, - HH r� H r� HH I I I New r --- HH I ------ I I I I I I I I I I 1 HH �I r '---- i I I I I I I I I I I I I I I Pantry I I I I I FO I I I I I I ( I I 4 I -- I I I I I I I I I I I i i /� ----------- ----__-- - --------- N OT E S HH HH TV I , Oi, O , I I I I GFI I I I I No. Date Description I I 11 ' I jl O I 1.WHITE DECORA RECEPTACLES&SWITCHES HH I I HH I I H / - ----------- I I �_ I WP H I ,. I I I Project -- ---1 1 -- --- - I - I 1 ' H I I I H i I I fireplace 1 I I I I I I Ren ate I 2. CONTRACTOR TO CONSULT W/OWNER I i I I I I I new closet B rm. # i I ,I; PRIOR TO INSTALLATION, REGARDING ANY H Proposed - - - ------------------------- H ADDITIONAL EXTERIOR MOTION DETECTOR I - -I I I 0 0 o -------- VER FY � &FLOOD LIGHT LOCATIONS. EXACT T WT YMEER -- ---- ------- ------1 Addition and d _____� ----- -__ -_ I i-_-- _--__ 3. CONTRACTOR TO CONSULT W/OWNER ant, Ipend PRIOR TO INSTALLATION,ANY ADDITIONAL -HH LIGHTING, POWER, CABLE,AND PHONEattic access Renovation L---------- REQUIREMENTS AND LOCATIONS. I. --- —_ _ H— �—_ II r " 4.ALL OUTLETS TO BE LOCATED IN HH H BASE MOULDING HORIZONTALLY. For ------ -------HH - - 1I H S ------ H L— H 5.ALL SWITCHES ARE TO BE ON DIMMERS. Perry1 1 I I I I I I I I I I I FU I I I I I ' open t0 - - p __________ & S t e l l a below i O --- � F GARAGE LIGHT SPECIFICATIONS 1HH I I IHH 1 1 IHH IHH I I— I I --- N seat 1 1 I I I I I I I GFl ' _____ ___ H ___! H - _ HH Garage surface mounted LED light fixtures to be a I I as 'Westing House' #63221 12 watt 6" LED flush white.New Great ---- -- I -------Down--- H � � a) Relocat Room - Bathrm. 420 Summit Drive - --- -- Existing Mattituck, NY new —� Bedroom #3 j electrical closet new closet - Jurisdiction 1 • window seatF _ ! Town of Southold window seat 1 - - - 1 - Suffolk County Drawn By: r-�- M.P. .n. Al � F4---- ------------------- -------------------- ----+-i -i----'--'-------------------- --------------------I--`----J---1' . ..? CC Checked By: Second Floor Electrical Plan M.A.M. ° -1/4" = 1 '-O" Job No. plan north 2013 � Sheet Title Electrical Plan - Second Floor FINAL MAP Sheet Number: REVIEWED-BY ZBA DECISION# 3 DATED ; - Viz' � * k ij 'ZONING BOARD OF APPEALS {' Town Hall Annex, 54375 Route.25 e4Msir P.O.Box 1.179 Southold,,New York 11971-0959 Fax(631) 765-9064 Telephone(631) 765.1809 ZBA PILE: #7633 NAME OF OWNER OF SUBJECT PROPERTY: STELLA MALLAS PROPERTY LOCATION: 420 Summit Drive, Mattitucka NYS DATE OF ZBA DETERMINATION- June 16, 2022 SCTM No. 1000-106-2-8 PROPERTY OWNER'S STATEMENT 0 I/we,.the undersigned,am/are the owner(s)of the property cited above and acknowledge that 1/we: ' 1. have received and read ZBA determination number: 97633 Dated: June 16,2022; 2, understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds thescope of the approvals granted herein,or the issued building permits; 4, know that the Zoning Board of,Appeals retains.jurisdiction until the issuance of the Certificate of Occupancy and has the right,after,a public hearing,to modify,suspend�or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-1.41 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both.the Office of the Zoning Board of Appeals and the_Building Department prior to my/our applying for a building permit; 6. that the Building Department will.not issue a building permit without receipt of this signed statement. Print frame of Owner(s) Zlc�- �--4LZ 1 Signature of Owner(s) Dated: i Dated: Sworn to before me thid�� day Sworn to before me this day of -Tv(11C— , 20 C7� of 20 %wi cLry Pu rc MANOLI KALAMOTOUSAKIS Notary Public NOTARY PUBLIC-STATE OF NEW YO PR No. 02KA6213500 Qualified In Queens.County my Commission Expires November 09;�t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex q s®U�y� P.O. Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1809 ® a� http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold January 8, 2024 Martin Finnegan Finnegan Law P.C. P.O. Box 1452 Mattituck,NY 11952 Re: De Minimus Request, File #7633 Mallas, 420 Summut Drive, Mattituck SCTM No. 1000-106-2-8 Dear Mr. Finnegan; We are in receipt of your correspondence, dated January 3, 2024, requesting a de minimus approval related to ZBA determination#7633, dated June 16, 2022, in which variance relief was granted permitting the renovation of a single family dwelling and the construction of an accessory garage located in the side yard, as well as other accessory structures placed in nonconforming locations upon the above referenced premises. In your letter,you explain that the foundation depth of the garage was proposed to measure 20 feet, but in error, the foundation depth was poured to measure 25 feet. You indicate that the garage foundation conforms to rear and side yard setbacks, and that the error does not trigger further variance relief. You wish to receive a de minimus approval for the increased size of the foundation/accessory garage. I have reviewed your request, the survey last revised October 16, 2023 prepared by Ralph Heil, L.S. of Metes and Bounds Surveying, and have determined that the foundation/accessory garage, as described, is de minimus in nature. Please submit to our office two (2) dated, signed and sealed Amended Surveys and Amended Architectural Plans, and contact our office if you have any further questions. Sincerely, Leslie Kanes Weisman, Chairperson cc: Building Department FINNECAN LAW, P.C. 13250 MAIN ROAD P.O. 13OX 1452) MNI-I-ffUCK, NLW PORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOR.THFORK.LAW By Electronic Mail January 3, 2024 Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re: Area Variance Application of Stella Mallas — ZBA # 7633 Premises: 420 Summit Drive, Mattituck, NY 11952 SCTM # 1000-106.00-02.00-008.000 Dear Chairperson Weisman-and Members of the Board: I am writing on behalf of the Applicant, Stella'Mallas, to request a deminimus amendment to the ZBA's.June 16, 2022 Determination which granted the requested rear yard setback and side yard relief to allow the Applicant to renovate their home and construct an accessory garage in the, side yard. Following the issuance of the Determination, a building permit was issued, and construction commenced. The amendment sought herein relates to the garage. As proposed, the garage was to be 20' deep. A foundation inspection was completed in September 2023 and approved by the Building Inspector for backfilling. At the request of the Building Inspector, the Applicant obtained the attached foundation survey that revealed that the mason poured a foundation that is actually 25' deep rather than 20'. The garage foundation is otherwise conforming to rear and side. yard setbacks and as such, the error does not trigger further variance relief. The Building Department has requested that the Applicant obtain a deminimus'letter from the ZBA so that the approved plans are consistent with the as-built survey of the garage. We are, therefore, requesting,that the ZBA approve this discrepancy as a de minimus variance as there are no discernable impacts to the neighboring properties or surrounding community. i J Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Page 2 Kindly advise if you require any further documentation to process this request. Thank you for your consideration. ,YeryA ly yours, 4, tin D Finnegan MDF/as Encl. cc: Julie McGivney, Assistant Town Attorney TOWN OF SOUTHOLD BUILDING BBPT.• � qn, 6 li-755-i 862:; INS PEuTIVAN' N [ UNDATION 1ST' [ ],'ROUGH PLBG: 0 [9hlOATIOI 2ND" [ . INS LATION/dAULKING I FRAMING/STRAPPING FINAL [. , FIREPLACE & CMIMNEY . PIRt SOErY INSPECTio(V: [ r FIRE-RESISTANT CONSTRUCTION [ ]'FIRE RESISTANT PENETAMION [ ELECTRICAL (ROUGH) [ ELECTRICAL(FINAL) CODE VIOLATIONJ j �. I't�� ClC3_ [- ,] 'RENTAL-,. (R kh _ ' ,}} tea" t i � F+, ir L �1\� Y1 3�. '���� - "jjamg'',( �'//���yyT r r �I(l��JJj-/1�Q` .. y," -q a %��•:4 c, y't.':>"; - - :3 - 1• Y Fuentes, Kim From: Fuentes, Kim Sent: Tuesday, March 5, 2024 3:37 PM To: 'Martin Finnegan' Cc: Sakarellos, Eli t Wes r` nn, Donna Subject: RE:ZBA# 633 Mallas -two or ginal surveys needed Hi Martin, I believe you may have given her buildings plans, which we received on March 1, but no surveys. I have a copy of a survey from Metes and Bounds Surveying, showing the new depth of 25.1 feet for the garage foundation but no originals._ Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&a southoldtownny.gov Location: 54375 Main Road Mail:P.0. Box 1179 Southold, NY 11971 From: Martin Finnegan<mfinnegan@northfork.law> Sent:Tuesday, March 5, 2024 3:32 PM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Cc:Sakarellos, Elizabeth <elizabeth.sakarellos@town.southold.ny.us>;Westermann, Donna <donnaw@town.southold.ny.us> Subject: Re: ZBA#7633 Mallas-two original surveys needed Hey Kim, I submitted them last week to Liz. Please confirm receipt. Regards, Martin 1 I MARTIN D.FINNEGAN,ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O. Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 mfinnegan ,northfork.law www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain, copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. From: "Fuentes, Kim" <kim.fuentes town.southold.ny.us> Date:Tuesday, March 5, 2024 at 3:19 PM To: Martin Finnegan <mfinnegan northfork.law> Cc: "Sakarellos, Elizabeth" <elizabeth.sakarellos@town.southold.nv.us>, "Westermann, Donna" <donnaw@town.southold.ny.us> Subject: ZBA#7633 Mallas -two original surveys needed Hi Martin, Reminder: Please submit two original signed and sealed surveys showing the amended garage foundation. (January 8, 2024 Deminimus letter) Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim& youtholdtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 2 Fuentes, Kim From: Martin Finnegan <mfinnegan@northfork.law> Sent: Thursday,January 4, 2024 9:33 AM To: Fuentes, Kim Cc: McGivney, Julie;Annalise Schweitzer Subject: ZBA 7633 - Mallas Attachments: ZBA Deminimus Ltr Mallas 1-3-24.pdf; Determination 7633.pdf,Garage foundation inspection.JPG; 21-415C_420SummitDriveMattituck-Mode[ .pdf Kim, Kindly forward the attached letter and attachments to the ZBA for their consideration. Please let me know if you have any questions. Thanks. Regards, Martin MARTIN D.FINNEGAN,ESQ. FINNEGAN LAW P.C. 13250 Main Road P.O.Box 1452 Mattituck,New York 11952 T 631.315.6070 C 516.298.5384 mftnne ag_n@northfork.law www.northfork.law CONFIDENTIALITY NOTICE:The information contained in this e-mail and any attachments may be legally privileged and confidential.If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited.If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately.You should not retain, copy or use this e-mail or any attachment for any purpose,or disclose all or any part of the contents to any other person.Thank you. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 J SURVEY OF DWELLING P/O LOT 80 USES PUBLIC WATER MAP OF DWELLING USES PUBLIC WATER CAPTAIN KIDD ESTATES DWELLING USES PUBLIC WATER FILE No. 1672 FILED JANUARY 19, 1949 slj I ` � oo' A��7 M IT A75• X SITUATE X85.97 82.35 ' MAT I T U C K " E N 80000 00 93.37 � tku N� VIAU.6.4N FE.1.1•N,601 X 90.49 EDGE of P NOVTOWN OF SOUTHOLD 95.98 X95.99 1G.WA "U'�014 ' SUFFOLK COUNTY, NEW YORK X 1 104 WALL ae FE 5.298.48w o\ 1 WALL N S.C. TAX No. 1000- 106-02-08 '� o C. - 11 '02.5' i± 90.15X FE 26'w o SCALE 1 "=40' CONC• 102.57 X 1 103.21 84.41 O DWELLING Z MONUMENT X ��: 1 XI USES PUBLIC WATER SEPTEMBER 29, 2021 1 toa•o1 FEBRUARY 15, 2023 STAKE GARAGE & POOL O \ i N X i rn �'° +� G d� JULY 229 2023 RESTAKE GARAGE DWELLING O 103.61 \1 cAN�t B 1 USES PUBLIC WATER o \I °�° Wwx 1 _ ST°°� LOT 8� OCTOBER 16, 2023 GARAGE FOUNDATION LOCATION p _ _ 0 ,�4 JANUARY 15, 2024 UPDATE SURVEY LOT 79 O = 104.35 x s2.o_ _ f05.51 a6.e N 111 ———� _� AREA 23,340.2 sq. ft. 0.536 ac. 0 _ RCOp1C- 15.3' 37.9. X I 2 STORY POOL FRAME GARAGE ra COVER O N CONC.COPING4-76 r r n c0 urt95.70 IN GROUND � 33 -I es w— - . 112.161rGlYG1� (Ji PX ° TW114.00 . N CONC. wAu -- - o.a's �.�' J FE.0.6'N,0.3'E 4 VINYL FENCE - •.-- 113.18 — MAR Q (� A MAR 2 8 qq FE. 0.5'S 'IW�1! 8 217�7 v 20'�4 : J FE. 1.2'S 35'POST& LOT 96 O RAIL FENCE P/0 LOT 80 $ 2 „ 1 1 .90 DWELLING 1s1 p N&30ARD0) AP Ale: ?3T11; li nT;- ,,,,rr;�_, W USES PUBLIC WATER S 860 9 10 DWELLING USES PUBLIC WATER FINAL MAP ` M REVIEWED ✓Y Z BA NOTE: LOCATIONS AND EXISTENCE U ANY O` :) SUBSURFACE UTILITIES AND/OR STRUCTURES • 1 D E C I S I O N# liJ�� NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY IS SUNECr TO ANY EASEMENr h ��h• pATED: _ g METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TIRE SEARCH MIGHT DISCLOSE i 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION TO A SA6FONGFIC4SSO R'sSHIRLEY, NY 11967 SURVEY MAP ARTICLE13.SECTION 7209, SUBDIVISION 2,OF THE NEW YORK STATE Q` PHONE (516) 972-5812 EDUCATION LAW 1. •Copies from the original of this survey map not marked with an original of the land surveyor's inked seal or his embossed seal LOTS: 08 BLOCK: 02 SECTION: 106 DISTRICT: 1000 :hall not be considered a valid true co y 'Certification Indicated hereon signify that MAP OF: CAPTAIN KIDD ESTATES this survey was prepared in accordance with the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said SITUATED AT: MATTITUCK certifications shall run only to the person TOWN OF SOUTHOLD SUFFOLK CO. N.Y, for whom the survey is prepared, and on his CENTRAL behalf to the title company, governmental ageny and lending institution. NOTES: DRIVE Certificcations ore not transferable to additional institutions or subsequent owners.' 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM CERTIFIED TO JOB NO.: 21-415D EXISTING ELEVATIONS ARE SHOWN THUS: X000.00 DATE: JANUARY 15, 2024 A B ti 'v A5.2 A5.2 FLOOR PLAN LEGEND Equal 38'-0" STRUCTURAL POST min. (2)2x4 unless noted 4'-0" 30'-0" 4'-0" othlerwise on plans 6'-5" 8'-7" 8'-7" 6'-5" NEW FRAMED WALLS KA i C, of window C,of whdow of window and dormer C �r" Dormer Wall TALLER/LOWER WALL ;x%�>r< or Plate Height (refer to sections) 6-1"A.S.F(typ.) jok rc h it e Ct 1 1 21 21 ABOVE SUBFLOOR A.S.F. -------------------- --------------------, r�, 21 Main Street Stony Brook NY 11790 LO SOFFIT / WALL CABINET typical stud typical stud typical stud ABOVE ABOVE - - -� phone. 631686-6585 pocket pocket pocket fax. 631 686-6786 TECO = INSTALL SIMPSON STRONG email. MMacrina@optonline.net co 5 5 52" 52" TIE JOIST HANGER web. MMArchitectAlA.com 00 3'-612" 29'-1" 3'-6 EXHAUST FAN EF I decking to These Ions are an instrument oerty o ice and are e architect. �" be selected Wall Height i (min. 100 cfm to be vented to exterior) the exlusive 9 N Infringements of the concepts and design ideas 36"tall min. ±6A 1"A.S.F(typ.) presented on these drawings shall be prosecuted railing to code I to the fullest extent of the law. Copyright 2019: Michael Macrina Architect, pc. All rights reserved, sloped no part of the plans may be reproduced without ceiling NOTES the expressed written consent of the architect. exact number of risers to be determined in field passive ,;ice 1. See sheet G-2 for insulations specifications. � 4'-0" —® �' P Drawing Status E/A5.2 EA5. post centered �;, 208 = 2. Install all smoke detectors throughout home _ on beam below--- 0 0 0 -- ridge beam above C. -' 212 - --------------------------- - -_---- ------------------------------ --------- _ _ N as required by the 2020 RCNYS, sect. R314 and I -- ---------------- ---- --------- LO (--------P-)-------- ----------- ----pocket---- see structural Ian noted on sheet G-1. u, typical stud 36"tall min. Q Q Q °O new d 51,n I 207 3. Install all carbon monoxide detectors throughout ful exact number of railing to code a) a� m landing active N home as required by the 2020 RCNYS and Issued risers to be (D N Unfinished noted on sheet G-1. determined in field Attic = Construction „ new Vaulted Clg. � Lsloped 4' 6 planterI „ a, ceiling 6' oL Wall Height � NOTE N U o landing 52"new ±6'-11"A.S.F(typ.) 5 o ( 7R 127 31-1" See sheet A3.6 for all structural info. _ -- 36"tall min. 10 Dates railing to lo typical stud = typical stud typical stud 771127 4/23/21 Issued for Construction new a' code pocket N pocket = pocket planter co -H ------ ------ ------ ----- ------ ------ ------ ----- � ! NOTE 9/1/22 Issued for Construction --- ----- ---------- --------------- Line of House 201 \ 202 ;n 203 204 205\ 206 11/10/22 As er Town Comments See sheet G-3 for all interior details 2/16/24 Garage Plans of post Dormer Wall of post of post dormer and Plate Height dormer and dormer and 2" garage door 6-1"A.S.F(typ.) garage door garage door Garage 3'-3" 6'-6" 3'-3" 3'-3" 6'-6" 3'-3" 3'-3" 3'-3" . First Floor Window Schedule: ' All double hung windows are to be'Anderson' 38'-0" T 400 Series. Equal All exterior doors are to be'Anderson'400 series No. Date Description Equal Room Model#/Size Remarks Project A B 101 Garage 9'-0"wide overhead garage Proposed Pro osed Gara e Attic Plan x 7'-6"tall door to be selected -1/4" = 1 '-O" 102 Garage 9'-0"wide overhead garage plan north x 7'-6"tall door to be selected Addition a n d B 103 Garage 9'-0"wide overhead garage x 7'-6"tall door to be selected A Renovation A5.2 A5.2 104 Garage 36"x84" to be selected swing door 38'-0" Navian boiler/ foundation wall 105 Garage TW21036 For hot water combo for radiant heat 00 .: Perry ";• Size of closet to Garage Second Floor be determined in ; ; ; ; Typical Walls Window Schedule.field based on I I ductless I I „ „ & Stella boiler specs. I I heat pump i i 2 x3 studs at 16"oc with 3"closed cell spray foam All double hung windows are to be Anderson insulation with 3/"AC 400 Series. I plywood sheathing All exterior doors are to be'Anderson'400 series Mallas II II II II II II 8" I I I I } 8" Room Model#/Size Remarks 420 Summit Drive 36-8" ' ' Mattituck NY a i i i i = 3 201 Garage Attic TW2036 O r-T-�- I I I I l o I I I -�--- C I I 01 g a' I I I I QI I QI I 00 0 202 Garage Attic TW2036 Jurisdiction i i I landing I I I I O above(see _® i New �; i 4. o I attic plan) V I I I I 203 Garage Attic TW2036 Town of Southold .o, E/A5.2 t EA5.2 Two Car _N� Garage o OSuffolk County 03 Garage Attic I I`-' NType-X drywall on I �, El I entire ceiling with R-30 El I 205 Garage Attic TW2036 fiberglass insulation �; i g r�,� .- 3i i 3i i Drawn y� O . �I I �I IM.P. i i i c I I c I i 206 Garage Attic TW2036 �� `' _ II II Checked By: " n I 207 Garage Attic TW210410 II II M.A.M. tS 5 Garage Attic TW210410 eGewe -< �r CY 3 oo. cu' C 51„ 2 i i i i 3 ' ' _ 209 Garage Attic TW2036 MPR v 2013 o oLimaster 8500 TW2036 lip Sheet Title Garage c O Liftmaster 8500 I I Liftmaster 8500 I I wall mount garage o Zo��r9 "- wall mount garage I I i wall mount garage i foundation door opener door opener dooro ener wall below I, Garage Attic TW2036 Garage Attic Garage Plans FWH6068PALR Tempered Glass Line of House 101 102 103 First Floor T Garage Attic TW2036 Line of exteNOTE - Attie of door and of door and of door andwall abov dormer above dormer above dormer aboveGarage Attic TW2036 See foundation Ian p 7'-3" 11'-9" 11'-9" 7'-3" 215 Garage Attic TW2036 for concrete step Sheet Number: 38'-0" dimensions. (overall) REVIEWED BY ZBA A B Proposed Garage Plan DECISION# 33 DATED: I ► r� 1 o A5.2 A5.2 1/4•• = •-O" plan north Property Line (1)2"x6"Treated Sill Plate --- -- -- -- ------------------------------------------ -- ------------------------- ------- -------- Coated Copper Finished Driveway Termite Shield (0'-01.) EXCAVATION AND BACKFILL ` Sill Seal Insulation ` n' 1. Contractor shall locate and stake out all existing underground utilities prior Anchor Bolts to any excavation.The utilities shown on the plans are an approximate (see Anchor Bolt Dtl.) i = location only. 00 , l 2. Excavate all areas as indicated in the drawings.All excavations shall be the Garage Slab °..•. 9 (see plan) ° J� minimum depths required achieving clean undisturbed virgin soil with stable i moisture content and non-shifting and non-shrinking soil characteristics. The Contractor shall be responsible for notification of poor soil characteristics C a to the Architect and shall not proceed with the work until receiving instructions `D M from the Architect. �r a C ® I n a 8"thick Poured Concrete 3. The Architect has prepared the drawing and specifications with an assumed A B Foundation Wall �° = bearing capacity of 2,000#per sq.ft. and an assumed soil characteristic of sand, �� it C A5.2 A5.2 Set these walls parallel E silty sand, clayey sand,silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) to property lines I unless a soil test analysis has been preformed as per table R401.4.1 of the Provide 2"x4" Key o 2020 Residential Code of NYS. 21 Main Street Stony Brook NY 11790 0 38-0" 4. All excavations for concrete piers and footings shall be a minimum of 3 ft. below finished grade unless noted otherwise on the plans. phone. 631 686-6585 o- Top of Pier Top of Wall i0 0 0 I I °o:. = 5. All backfill shall be clean granular fill. fax. 631 686-6786 113 T-3"above Up 7'-9" O� 1 (2)#4 Rebar °O 9 email. MMacrinaQa optonline.net 1 5'-O" Garage Setback 0'-01, above 0'-0" a) - - aj- �- -.. • . 6. No Backfill shall be permitted against concrete or masonry foundation walls web. MMArchitectAlA.com ___—_—___________ ___—_—_ _______ __ - _____________ ____ framing or proper bracing as required to prevent damage to walls. ___ ______ __________ � without floor fra Compacted 4" � No Backfill shall be permitted within a minimum of two weeks after pouring. These plans are an instrument of service and are i Clean Fill The Contractor shall be responsible for any damage to concrete or masony wall. the exclusive property of the architect. --------------------- ---------------------- ----------------- -----� I " Infringements of the concepts and design ideas N I r----- — , r-- r-- _ — 1 16 9 P 9 NOTE `I® I 1 resented on these drawings shall be prosecuted Ir I I L __ J ' L __ J= 1 7. All grading to drain surface water away from foundation walls at a minimum p 9 p Q 1 I °0 3 0o I 1 i to the fullest extent of the law. Copyright 2019: " i at a minimum of 5%slope. Michael Macrina Architect, c. All rights reserved, U 8"1 1 $ 1 1 I Typical Garage P no part of the plans may be reproduced without Exact number of steps " 1 1" 16" " 16" 1" 1 1 15'-6" the expressed written consent of the architect. p 4-0 11 -9 10-5 11 -9- on run for concrete landing framing I 2 I ; i CONCRETE Foundation Along °I° stair to be determined 24„ i 1 8" 8"I i � 1. Foundation walls to be a minimum 3,000 s.i., unless noted otherwise on tans, 1„ 1 I I I p P Drawing Status 3'-9- 36'-8" Front Wall 9 in field. Extend fnd. 4 I 1 on the above soil assumption. If other soils are encountered, lower bearing new 2"x8"P.T.F.J. I I 1 1 wall as required. at 16"oc(4'length) values are to be assumed and the foundation must be redesigned. I _ typ.porch pier 1 i i J ( •• - •-O•• 2. Porches, Carport slabs, exterior steps and garage floor slabs are to be a 3 1 3 = , minimum 3,500 p.s.i. i -N 3. Concrete shall be air-entrained.Total air content(percent by volume of concrete) . ' 1 1 = UNEXCAVATED FOR I I I shall not be less than 5%or more than 7%. � O r _ -H- 1 o '� �► GARAGE SLAB Top of Found n Issue _ (3)2"0 low beam I 1 .� I rn a� I 1 , Wall (0'-0') 4. The nominal maximum size of coarse aggregate shall not exceed one-fifth the a� D °' 6"Thick Poured Concrete Slab(3,500 psi) 1 1uct■ E/A5.2 -- 1 ; E/A5.2 1 o d narrowest distance between forms or three-fourths the clear spacing between '_� � � � �I a w/6x6#10 Welded Wire Mesh Lapped typ.porch pier w �1 m PP c ILO O I Top of Slab reinforcing bars or between a bar and the side of the form. ,I I I'1 o b o Cq _ _ I min.of one full mesh &wired together at o I CA Finish Grade N olo concrete ad 1 Qo11 1 48"oc over'crete-hete'radiant system _ ° i 5. Forms shall be made of wood,steel, aluminum, plastic,a composite of cement Top of Wall P I I x 1 i over 2" Dow Tuff-R rigid insulation board oo � i 1 and foam insulation, a composite of cement and wood chips,or other approved align w.grade undat er sradtrinee _ + _6"x6"P.T._�I I over.006 0l ethelene vapor barrier over N a 1 i I I � material suitable for supporting and containing concrete. Forms shall provide rn U ±T-6"above 9 --- post on I 1 P Y -- 1 sufficient strength to contain concrete during h r I P P a, I , g e e du g the concrete placement I p,p,. --- 1 fnd.wall 1 1 4 thick base course consisting of clean 1 1 _ 1 1 1 operation. Form ties shall be steel, solid plastic,foam plastic, a composite I sand,gravel,or crushed stone. Pitch Slab I I ZHaunch Slabof cement and wood chips,a composite of cement and foam plastic, or other Toward Doors a min. of 1/8"per foot. pitch slab i i suitable material capable of resisting the forces created by fluid pressure of :•:•: 1 slab area-a rox. 684 s.f. 1 1 fresh concrete. rid I --, f ----- -----, I ( -approx. ) I Found'n Wall Dates ®� _- 1- 1 „ 54 ► planter -J I 1 1 I}6'L° I P 4/23/21 Issued for Construction D/A5.2 i ,1 11 11 4 i D/A5.2 I 9/1/22 Issued for Construction Slab Edge Detail I I 11 i I f5'- 1 1 1 3/4.. _ 'I '_O.. _ � I I I ► f 1 1 11 I , 1 _► Top of Wall FOUNDATION PLAN LEGEND 11/10/22 Asper Town Comments o,Y 11 it I�_ --- i 1$" ��i i �� 8"above I o 2/16/24 Garage Plans 1 1= finished driveway " 2 I 1 2 Top of Wall Top of Wall Top of Wall 1 ( ) " �� Y � I 2 2 x6 treated STRUCTURAL POST _ �- Qp1 1 1 I Down 16" ®) 2 (Datum 0-0 ) 112 Down 16" JI 2 Down 16" it Sill Plate min. (2)2x6 unless noted _ w z 1 1 ^ below 0'-0" below 0'-0" below 0'-0" 1 otherwise on plans N ► '--' - ► 1 ----- - ----, �I Coated Coppe T ------------------- ----- planter °°_ I - -------------- ------------------------- ----------- - i Termite Shield 9' above _____ ____ ____________________ _____ _______________ _____ Sill Seal Insulation - Post above 00 --------- ----- ------------------- . . r.. 0-0 ove Line of House drop wall for stair -0o Top of wall $ Anchor Bolts ) _ 24"below stair wall down 2" „ ® ' below grade 2 2 2 see Anchor Bolt Dtl. �� ., oa E TECO = INSTALL SIMPSON STRONG (up±5'-6"from Top of Wall a„ 9 �� p„� TIE JOIST HANGER 0'-0")(see detail '8' to match rear 2" 11 No. Date Description same sheet) stair wall height 4' „ Up±7'-6"above 36„ 4'-10 8"thick Poured Concrete , - Jl _______________ Foundation Wall New Foundation Wall on footing „ _6 top of wall (0'-0") •: Project a' o o'-o" 3'-a „ waterproofing 8"above finished driveway -______________ " to grade Proposed 2'-6" 9'-6" 2'-3" 9'-6" 2'-3" 9'-6" 2'-6" Q _ � • m.o. m.o. M.O.mo o,. o, Lower Top of Wall --------------- 3m.o. Provide 2'x4 Key H Tuff and Dri U 6" water proofing (see plan) HOLD off 1/2"Premolded Filler Addition a n d setback line At Perimeter of Slab ', over 2"rigid over board OR -------- A B Garage Slab ; ' = #5 rebar 18"oc �� Renovation see Ian ( P �� .' ° :` ' � ' vertically and --------------- A5.2 o '.• : horizontally i 4 ' O' ------°R For (3)#4 Rebar ------ a. —..-.- !o; Proposed Garage Foundation Plan 4" ■ Compacted --------------- Clean Fill �•'� ,6" Perry plan north Ty p. Foundation Wall Poured Concrete Pier & Stella � 10 I (see plan) FINISHED GRADE I I top of wall Patio Along Sides and Rear Align Mallas pool pavers •• _ •_O•• Detail Symbol -® D 420 Summit Drive filter fabric ° No. 5 REBAR " Required Hold Down ® Mattituck NY HORIZONTAL - 6-0 o.c. 6" min. at 12" O.C. l+ 12 max. Location (see detail) , 1-1/2" dia -- J �- a I #4 Rebar TYPICAL TYPICAL PVC weep holes o c FINISHED GRADE SPACING CORNERS Jurisdiction No. 5 VERTICAL REBAR 12" O.C. c� UTILITY SERVICE NOTE Town of Southold ' a 3"sq.Washers& Suffolk County End Nut Setup gravel backfill o ° T] I Iof'Sidippega v. Locate to & Stake Out A lson'BPS%-3 General Contractor all 1> 2"x6"Treated Sill Plate Existing Utilities Prior to Drawn By: �,., •O Y f 2" clear41 Any Excavation. The Utilities M.P. a A. ,,.. To of Landing Detail - A. 5/8' dia.Anchor Bolts ^ �v Shown on Plan are (Typical) 1=W 4,000 psi poured concrete Approximate Locations Only. checked By: 2 E wall and footing •• _ •_O•• E M.A.M. P.C. Found'n Wall Q D ry ti' c> iJ T ca I Job No. r .. 1t" . yp No. 5 REBAR ° . I tread 2013 „ •• o TYPICAL PIERS at 12 o.c. ° = -1"nosing #4 Rebar Anchor Bolt D t I . t each Tread All piers are to be 3'tall sonatube Sheet Title : he ° .• poured concrete pier on undisturbed soil Z #4 Rebar Not To Scale 00 2„ D c 2,; each Tread Top of Pier to be below finish grade ° #4 Rebar Garage . .� N � 12"pier diameters n 36 Foundation Plan ° @ .41: - a �#4 Rebar" 2 total No. 5 REBAR at 12 O.C. � ✓' � - Details ,� 1�1 #4 Rebar N 3'-0" �12"� Typical Tread Detail Typical Base Detail 30� FTNAL MAP Sheet Number: T . RetainingWall Detail Typ . Stepped ; REVIEWED Y BA 1 ._0.. Typical Concrete Stair Details FootingDetail DES :I '�°� DATED: A B 2 A5.2 A5.2 ROOF PLAN LEGEND WALL --------------------------- x 2"x8"R.R. BELOW ROOF --------------------------- at 16"oc at 16"oc 12 (12:36) 12" fascia overhang (12:36) INDICATES ROOF PITCH i q X I II T _ _ 1 WALL TTT T BELOW ROOF _----_ ___ __I i 6" dormer 6" dormer 'I INDICATES AREA OF rake overhang rake overhang I [::�� rn r_ _; (typical all dormers) (typical all dormers) I _ I DOUBLE ROOF FRAMING °r Arch itE:.hc;t - ------------- r INDICATES POST BELOW ® 21 Main Street Stony Brook NY 11790 1 I I I pitch 1 T� INDICATES STRUCTURAL - - hone. 631 686-6585 U ex.house P I rn to match rn j ; O BEAM BELOW ROOF t d ±4.5 a i fax. 631 686-6786 r a-Xo 00 N o N _aX° INDICATES SEQUENCE email. MMacrina@optonline.net 00 " 2 web. MMArchitectAIA.com X o cm °D o v v x a OF ROOF FRAMING Q� N - N These plans are an instrument of service and are 1(J o I I (° the exclusive property of the architect. Infringements of the concepts and design ideas @ presented on these drawings shall be prosecuted O to the fullest extent of the law. Copyright 2019: O , , Michael Macrina Architect, pc. All rights reserved, no part of the plans may be reproduced without 3 I p g the expressed written consent of the architect. post ridge I �4)l /4 xl 6 1vl ridge bec3rn - ostrid e NOTE TO FRAMER beam down to ,_, ._, r- beam down to hdr. below ridge post A, (U I hdr. below ' beam down I ( I i All overhang sizes noted on roof plan are Drawing Status j to beam y below i rough framing from outside face of stud wall F I I I I I ( �- t to outside face of sub-fascia and sub-rake. 00 c � c �I tYI �I I l �I I X U X -?< 00 N Issue f r °°, °°, ° , °°,x o N X ao N N (OO N vNZo cc co " TURAL PLAN LEGENDCol'%Istructionl O N N = XN X I as +4 AS 1 1 �6 to match r r I ex. house Indicates Bearing Wall I ------------ --i r-- ------------------------- -- Itch r-- ------------------------- -i r-- -----------------' - PT_ZT_Z7_Z7__ZZL7_= Indicates Post 11Z l f- �7�ITlf!7T_I.7�1� T1_ I. 1T1 _ �ZZ7_I7_ I1III1 _ IZIIIl_ I_l1l_ TIII_Li' -ZT 7_ - (see plan for size) dormer ascia over an ormer ascto overhang Dates dormer fascia over an Indicates Beam —- -— 1 2" fascia overhang 2 x8 R.R. 2 x8 R.R. 2"x8 R.R. 2"x8 R.R. (see plan for size) 4/23/21 Issued for Construction " " " " " " at 16"oc at 16"oc at 16"oc 6" dormer rake overhang at 16"oc 9/1/22 Issued for Construction (12:36) (12:36) (12:36) (typical all dormers) (12:36) 11/10/22 As per Town Comments 2/16/24 Garage Plans A B A5.2 Proposed Roof Plan -1/4" _ .1 '-O" plan north No. Date Description Project B Proposed A q B A5.2 A52 Addition and A5.2 A5.2 Renovation . . . .. .. .: •: .: -.:..'- ::.- . , I I,,5"x5" /8"column umn 5" 5 o x " /8"column --- -------------- --- -------- -- -- For 4 x Z"IvI header 4 x Z"IvI header 4 x 2'IvI header T_ T J. I (2)2"x6" (2)2"x6" (2)2"x6" --' - - post post post y )1 y4 (2 °x9Y4'IVI i 1 (2)1%4'x9%4"Ivl under wall above i 1 i (2)1%4"x9%4'Ivl under wall above - �jrrunder wall above I I I I 11 11 & Stella II II III III c III III New „ 4f a Unfinished o Mallas I I I I Cn cu N OO 9/ TJI-230 F.J. I11 9Y2 TJI-230 F.J. iIi 9Y TJI-230 F.J. co o q sloped ceiling o at 16"oc(12' length) I I at 16"oc 02'length) I I at 16"oc 12'len th o o Attic T- -------- I I I I ( g ) _____ - o 0 420 Summit Drive I teco to flush beam I I teco to flush beam III teco to flush beam -- --- - rn I I I I III III ; a) ______._,__ __. Vaulted Clg. (2)2"x6" ` Mattituck NY I I I I I I I I jack 1 i- I I I I tIl IIIca -CCD I o II I o I III I FI' I- Jurisdiction E °o I I °a new ridge beam above(see roof plan) _aX° II I a3 I I E I I \K�I-- ----- ------ --- -- -- --- -- --- --... - - - - - - - ---- ---- - --- - ---- ---- --- ----------- - " Town of Southold I I I I a) p)l I N �I I ; Xm i i `m i i ( I (2)2"x6"W 0,111 �111 (5)2"x6"post ost Suffolk Count11 New N p Ila i = I COc �, c 1 1 � f down to beam c Y X III Two-Car � III ! ' - --. below �, I I I I � I I OI 1 t I I o I I I I { o I I I N� I,I Garage r p III (2)2 X6—3i1 Y "` ' c L I I �_ ` I I - - -— =---=.:- - - cn jack Drawn B t}.". tJ/:i r, cv O m M.P. t,� •I ;. n` (i 1 ` I I vl I I O 1 ' -A ° 0 sloped ceiling ° o Checked By: O � ^, It 2 ate' M.A.M. I 1 I I "0 ^ti.,. I 1 I I I I I L ` ' ' -- Job No. s.l '" CD C3 (2)1/4"x9Y4"Ivl under wall above- i i (2)134"x9Y4"Ivl under wall above i(i _ (2)13/4"x9Y4"Ivl under wall above _ X _- 2013 / N I I I I N �,` p „ ,� ---r' - - "; — °',:-- ( post 11 —� �q�_—_ (2po's 6" _ 1 (2)2 x6 ----^ -----'"---'''---- 2 2'x6 — `, , v it v i 5"x5"x%"column i i 5"x5"x%"column ; ost V �;-- I'llSheet Title �� - '111 - 1 ' - ___ ---_-_ ___ _ __._-_ -_. _ -Y _. -_.i_._-_ _. _ ._ _ - - - — _ _- - I 3 " 7 " 3 �, 7 a I � - - (3)1/4 x 11/ Ivl hdr. (3)1/ x 11/ IV[hdr. (3)1 y4"x 11%$"Ivl hdr. "- 3 2"x6"header 3 2"x6"header ' Garage I " ( ) ( ) (3)2'x6"header � ------------------------------------------ I (2)2 x6 (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" (2)2"x6" --- ^- I jack jack jack jack jack jack Structural Plans I I 1 A A g B - Roof Plan III A5.2 A5.2 A5.2 A5.2 FINAL MAP Proposed Garage Attic Structural Plan ; 'EVI WED BY ZBA Sheet Number: Proposed Garage Structural Plan 1/4" = DECISIO _7V plan north D AT E D e !.S 1 a 1/4.. = -1 '-O" plan north Mic, � ! a c r i rl a Arch itect 21 Main Street Stony Brook NY 11790 M A X B U I I-S I N G H E I G H T phone. 631 686-6585 - - - - - - - - - - - - - - - - - - - - - fax. 631686-6786 email. MMacrina@optonline.net see typical web. MMArchitectAIA.com These plans are an instrument of service and are rake detail to of ride — — — — — — the exclusive property of the architect. Infringements of the concepts and design ideas 12 1 2 presented on these drawings shall be prosecuted ±4 5 typical typical to the fullest extent of the law. Copyright 2019: . roofing roofingMichael Macrina Architect, pc. All rights reserved, +4.5 no part of the plans may be reproduced without SCOnCBS to ll- see typical see typical see typical the expressed written consent of the architect. -fie selected eave detail eave detail eave detail dormer plate height Drawing Status '12 '12 i - - - typical 36 I typical a ive ac ive siding I 36 36"tall min. MM typical _ Rin ItyP siding Isiding blind metal railing to code _ - 2 2 step flashi -- 203O O N36"tall p 36"tall min. corner 205 206f� railing ,� o� a railing to code boards iyo oa 5/4"x4"tappered�a see typical Issue fOr over'I"x10" '� " -------- ------------- ------------- eave detail 1201 bo o' de 36"to new new 36"tall #rieze�oard 5� �a sconces to blind metal sconces to blind metal sconces to blind metal—" • o q g rafter plate height be selected be selected be selected " r be selected railing - \ flashing flashing - _ _ flashing _ _ _ - second floor subfloor I on typical ----------------- ----- wall plate height wall plate height Cu roofing - = 1 24" 1111 Ll - I I return ; A sconces to 24" _ j�p.c_ pier below -� be selected return (see find. plan) M typical oIF IF - I I siding I P-c_find -- - -------�- ------ - - - o —------- t---------' O° wall (se find.all see i typical typical �plca _ comer oO average grade el. Dates corner wall see plan) typical � - - - boards find. plan) siding 101 siding 102 siding 103 I siding_ boards ; foundation wall below _ - - 4/23/21 Issued for Construction (see find. plan) --- - --- -- -- - --- -- 36 tall min. corner - 9/1/22 Issued for Construction railing to code boards' oards o0 top of fnd. wall y - new new new __ _ _ _ top of fnd. wall 11/10/22 As per Town Comments 1 - - - - - - 2/16/24 Garage Plans 1 , , 1 1 I 1 1 i i I I foundation -------------------- -------------------------- -------------------- -------------------------- -------------------- -------------------------- _ I - wall below ; garage door to be garage door to be garage door to be o step up footings CD 'CE ) E ; selected by owner selected by owner selected by owner 1 -----------------------------L, ----------------------------------- ---------- 1 I T________________T-------------------------------------------------------------------------------- 1 I I I ___________' Proposed Left Side Elevation new concrete thin stone veneer thin stone veneer steps to be selected to be selected Proposed Front Elevation No. Date Description Project : Proposed Addition and top of ride see typical Renovation rake detail 12 12 For {4-5� 1±4_5 typical �! roofing see typical eave detail Perr dormer plate height - _ y typical -typical- typical 12 typical typical tyP & Stella � siding �, siding _ - roofing - roofing 36 I s _ I 36 � © � g 36"tall LL&J 208 Ocomer -typical Ltypical railing blind metal r` blind metal boards 'din 209 210 211 a siding 214 215 Mallas O O blind metal O O O blind metal I s f'QoO,` flashing s step flashing '�O 0 & a flashing flashing o 0 __ '�`�' o1�9 �Oaoo°��'� typical roofing cap flashing soofla ��oQ ���� ---------- ------------- ---------- --- ------ -------------- ---- s 420 Summit Drive rafter plate height or o -typical g Mattltuc NY _ _ _ _ - ca second floor subfloor wall plate height ------------------------------- 24" 5/4"x4"tappered cap °' _ _ _ - __ _ - __ - _ - _ __ - _ _ - __ - _ _ - _ _ _ _ __ _ Jurisdiction return ® over Iboard ,frieze board , Town of Southold typical _ cv, 24" I see typical thin stone veneer Suffolk County 105 siding = return ; ; eave detail to be selected M 0D corner boards L____- I I J _ foundation wall below (see fnd. plan) p.c. pier Drawn By: c�rr foundation below p';.,. `C•� 1,. M.P. wall below I � footing below ; r,, ' top of fnd. wall ; 9 r> , z , z ; (see fnd. plan) ) Checked By: t c r a 1I I1 ____________________________________________________________________ _ -- ---- I I M.A.M. _ .,..,.l ---------------------------------------------------------------------------------------------------I €. 1 E Job No. ____� step up footing L---------------------------------------------------------------- Proposed Rear Elevation 2013 C 7-1 /4" = 1 '-O" Sheet Titlr- Proposed Right Side Elevation . Garage Elevations - MA Y ZBA Sheet Number JAI 13 I i NA >G BUII_ ING HEIGHT MAX BUII_EDING HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . S1 S1 ridge beam A6.1 ridge beamN (see roof plan) A6.1 (see roof plan) _ _ _ _ _ _ _ _ top of ridge beam _ _ - - - - top of ridge beam ' 1 2 ±4.512 12 ±4.5 12 '� 12 S2 roof rafters S2 S2 ±4.5 S2 roof rafters +4.5 KA A6.1 (see roof plan) A6.1 A6.1 (see roof plan) A6.1 i C roof rafters - t roof rafters I' dormer plate height _ framed wall (see roof plan) _ (see roof plan) - — = f—windows beyond —- 1 2r windows beyond I' (see floor plan) '1 2 z 6 1 j- plan) _ /'1tt�C - (see floor see floor Ian s " 6" rch itect q i t overhang ! I' wall beyond overhang o 36 framed wall Attic `D- j (see floor plan) ! +l 3 36 04 I' (see floor plan) o i 21 Main Street Stony Brook NY 11790 f27�" ��° `� a s �- install 2"x10" -= insta s o �. 4 O o o �� = II 2"x10" �� '� a flush beam flush beam o ,b p, �, o o phone. 631 686-6585 r o0 0�, see struc. Ian see struc. Ian �oQ oQ el , os or• cross blocking cross blocking Q- �oQ , o� at 16' oc at 16"oc �o *� fax. 631 686-6786 d�oasa P P j y�o cam _ rafter plate height �o�`Oa � 5 c _ second floor subfloor _ email. MMacrina@optonline.net r 1_ - � ;�) YYxr' s �X '.�_� k X>-r -j X x k t'} Wall late height "Y ��; i/( IY`� >TX x t x; ? "x I l top of foundation wall - - P g top of foundation wall �� ;� Y�'z '�y ;�.. ', X",�' `l� __ wall plate height web. MMArchitectAIA.com up T-9" above 0'-0" 12" I I floor joists See 12„ up 7'-9" above 0'-0" 12" I ( --_ -_ - _ ____-_._____ __-__________-_ 1 These plans are an instrument of service and are overhang I " I overhang overhang I �� I overhang the exclusive property of the architect. r—pier beyond 1 ( %"Type-X R-30 fiberglass I floor joists(see 5/°Type-X R-30 fiberglass Infringements of the concepts and design ideas structural plan) on ceiling insulation frame roof structural plan) on ceiling insulation presented on these drawings shall be prosecuted ! to the fullest extent of the law. Copyright 2019: I I rafter on 2"X6" I Michael Macrino Architect, pc. All rights reserved, Typical Walls Typical Walls plate over o no part of the plans may be reproduced without 2"x3' Studs at 16"OC with subfloor i I 2"x3"studs at 16' oc with ! New the expressed written consent of the architect. I 3"closed cells spray foam framed wall p P.C.foundation wall P y New °oP.C. oundation wall 3"closed cell spray foam framed wall 00 see foundation Ian s see floor Ian averse rode el. P Gara e insulation with / AC ( p ) _ _ _ g_g I insulation with%4"AC �— (see floor plan) average grade el. ( P ) I I plywood sheathing ! Gars a (see foundation plan) - - - p yw g I ! �_ I plywood sheathing column beyond 171 Drawing Status I poured concrete slab I poured concrete slab (see floor plan) 2"thick insulation I (see foundation plan) P.C.fnd.wall (see 2"thick insulation I p.c.fnd.wall (see 2"thick insulation foundation plan) to of fnd. wal 0'-0" (see foundation plan) j ! foundation Ian P ( ) I 2' thick insulation plan) _ top of fnd. wal (0'-0") Li I _ foundation c.footing seep.C.footing (see on plan) undationlan) Issued k"m P.C.footing(see • :ey ■ 3 3 Section foundation plan) Co% nst��" tI n A3.5 Section A35 w: r' -1/4" = 1 '-O" 1 -1/4" = 1 '-O" 1 A3.5 A3.5 36"tall min. 11 railing to code Dates 36"tall 36 tall min. railing4/23/21 Issued for Construction railing to code deck strappingBluestone cap decking to f 9/1/22 Issued for Construction (see sht.A6.1 be selected - _ A sec.floor subfloor ! -- typical deck stair f , r r !I ,) ! - j -- - I --- `\ 1111012 As per Town Comments P (see detail) P.T.P J align steps with II - -_- ----_- -� r r I, I (see fnd. u -- - -- - ! I — Ian x ;I P ) top of patio - �'- -- 2/16/24 Garage Plans ! I -- - second floor su oor ,, sec.floor subfloor - -- = --- I top of decking teco P.C.fnd.wall planter top of patio o I F low beam (see fnd. plan) _ i I IP.C.slab P.T. ledger ;�, p P.T. post landing(see - P.C.fnd.wall , P.C. slab landing: ----- L__-- fnd. plan) (see foundation plan) (see fnd.-pliarr) CDp.C.fnd.wall _ 36 tall min. i '� (see foundation plan) •�� railing to code P.C. piers below, a' (see foundation plan) -- p.c.footing 6 �� - P.C.steps No. Date Description 3.5 (see foundation plan) A � P.C. pier below garage slab p.c.fnd.wall Project (see foundation plan) 6 _ (see foundation plan) 6 _ 1 A3.5 i A3.5 to Proposed Gara a Landin Detail g g _ M f P.C.footing ,.. .. � , (see foundation plan) P.C.fnd.wall 1/4" = 1 '-O" Concrete Stair (see foundation plan) Addition a n d ED 1/4" = 1 '_O•• footing Renovation (see foundation plan) /71 Concrete Stair For 1/4" = 1 '-O.. Perry & Stella Ice&Water Shield from fascia to \ Mallas Overhang3/4 ;. 24"past inside face of wall „ see roof plan Ice&Water Shield from fascia to typical roof shingle 420 Summit Drive 24' past inside face of wall tyP g \ ice and water shield Roof Rafter underlayment Mattituck, NY typical gutter / \ proof rafter 1"x3"trim board Jurisdiction typical gutter ———————————————————————————————————— top of deck Town of Southold I Suffolk County 10%" 2 2"x12"P.T. i' '!; framing at 16"oC Roof Rafter 1"x8"rake board 2 x6'Soffit 1"x4"trim board ' � i I� ';'I 3Y 3Y 3Y" ( nm joist 9 j! i!'' framing at 16"oc " " �2'x4 soffit N N „ y" " Sa s 1/2"x6"Azek raven y. ..• r` 'V-groove' y. i i 514"blocking " porch ceiling I,'' _ for frieze board �, w m Checked By / :I typical soffit X 1 x8' Fascia Bd. p g a 1,.x8"fascia board M.A.M. J i r I typical soffit ;! ,.- 1 x6'frieze board tied �', typical soffit Job No. _ �+ N tea e< 1"x8"Frieze Board c . - 0 I Front Porch e r1'LcS���t� P.T.floor joists i! Align with house 2013 - Z low porch beam �a ) (see structural ( plan) al plan)fnd.see frieze board at \ I!, r � � cantilever 1"x8"risers—� Sheet Title : X/V/ 5/4"pack-out \ overhang �- see roof plan) typical siding Garage Sections concrete pad under finish grade stair stringer - typical Siding - Exterior Details Screen Porch wrap beam with - i; 3/4"Azek lign with house ffrrieze under eave T i ca l Deck Stair Detail T i ca l Flat E ave Detail T i ca l Porch E ave Detail Typical Rake Detail t 1,V Sheet Number : OT3" — 1 O.. 3.. — 1 _O 3.. __ .1 . O.. I ,.,ATED;:Tt A f!::;::l YVIL< .. = 1 - - Strapping can be installed directly to rough framing or over plywood sheathing. STRAPPING DETAILS FASTENING SCHEDULE : Table R6o2.3(1) of the 2020 RCNYS Contractor to contact local building dept. for required strapping inspection. t FILLER BLOCK NOTE. This schedule does not include nailing for metal framing straps (see section for strapping and requirements section for rough opening framing requirements). All nailing is a general specification it applies unless noted otherwise. PLATE ONE 16d Joint Description No.of Nails Nail Spacing required uplift force as per NIP Porch Deck Strapping Details RAFTER BLOCK FILLER ROOF &CEILING FRAMING SIMPSON Coil St Gay TIE table R802.11 of the 2020 RCNYS TWO 16d BLOCK THREE 16d over every rafter = 340 pounds TO FILLER Rafter to Top Plate (toe—nail) (3) tOd common Per Rafter I SIMPSON STIR G-TIE KA BLOCK Ceiling Joist to Top Plate (toe—nail) (3) 8d common Per Joist N 'HCP2' (single h rafter) 16d Ceiling Joist to Parallel Rafter (face—nail) (6) 16d common Each Lap (3) 8d Nails 2 ° 'HCP4' (double hip fter) n STAGGERED Ceiling Joist lops over Partitions (face—nail) (3) 8d common Each Lap �� \ (3) 8d Nails o �' 12"O.C. (5) 8dx1-1/2" Nails 16d 12"O.C. Collar Tie to Rafter (face—nail) (3) tOd common Each End o o 16 SPACER VERTICAL to rafter o p g_ Blocking to Rafter (toe—nail) (3) 8d common Each End RID3E o o Simpson 4:x6: Tie �rC h ' to ct STUD BOARD ° _ -ABA46 (4 x6" Post STAGGERED Rafter to Ridge Board (end-nail) (2) 16d common Per Rafter ° (2) 8dx1-1/2" Nails PLATE -ABA44 4nx4" Post WALL FRAMING ROOF to plates -ABA66 �6 x6" Post 21 Main Street Stony Brook NY 11790 WALL THREE 16d ROOF ° -,AFTER Fill Void with STUD TO FILLER Top Plate to Top Plate (face-nail) (2) 16d common 16" oc RAFTER o o SIMPSON STRONG-TIE 10d TOE- BLOCK 0H2A at each rafter Rigid Insulation NAILED Top Plates at intersections (face—nail) (4) t6d common Joist—Each Side (575 pounds) phone. 631 686-6585 Prior to Sheath'g TO SOLE Stud to Stud (face—nail) (2) 16d common 24" o.c. (5) 8dxl-1/2" Nails Typical Post Base fax. 631 686-6786 SHOE Header to Header (face—nail) 16d common 16"o.c. Along Edges rn to stud Connection Detail email. MMacrina@optonline.net Top of Bottom Plate to Stud (end—nail) (2) 16d common Per Stud v, Rafter to Rafter Roof Rafter to Plate Hip Rafter web. MMArchitectAIA.com Bottom Plate to Floor Joist, Band Joist, S 1 Connection Detail S2__ to Wall Stud Detail These plans are pe instrument c service and are (2) 16d common Per Foot to PIate DetaiI the exclusive ro ert of the architect. End Joist, or Blocking (face—nail) 2"x Ledger fastened property y SHOE to wall structure Infringements of the concepts and design ideas FLOOR FRAMING presented on these drawings shall be prosecuted joist hanger to the fullest extent of the law. Copyright 2019: Joist to Sill Top Plate or Girder (toe—nail) (4) 8d common Per Joist (5) 8d Nails Simpson H2.5 A Michael Macrina Architect, pc. All rights reserved, 600 pounds) no part of the plans may be reproduced without Bridging to Joist toe—nail 2 8d common Each End ( P ) See Rafter t0 Beam t0 the expressed written consent of the architect. oft typical exterior oft ical g g ( ) ( ) � Post Strapping Detail (S5) P Detail partition intersection Detail exterior, corner post Blocking to Joist (toe—nail) (2) 8d common Each End hip / valley Blocking to Sill or Top Plate (toe—nail) (3) 16d common Each Block rafter not to scale not to scale u rafter meson' L70 Drawing Status Ledger Strip to Beam (face—nail) (3) 16d common Each Joist L SIMPSON S G-TIE O - Joist to Ledger to Beam (toe—nail) (3) 8d common Per Joist - 1 1 Model HRC1. 1 0 Band Joist to Joist (end—nail) (3) 16d common Per Joist ° ° PIP O beam com i RAFTER a ° rafter ° ° joist han er Band Joist to Sill or Top Plate (toe—nail) (2) 16d common Per Foot ° ° O ° 10 ° g ROOF SHEATHING ° RAFTER °o 2"x Ledger fastened Structural Panels (see zone diagram) o ° to Wall structure Interior Zone 8d common 12" o.c. OGE a / 8d5Nails ° Issued Perimeter Zone 8d common 6" o.c. �� Porch Rafter ,� ■ Gable Wall Edge Zone 8d common e o.c. o SIMPSON STRONG-TIE °o Q Con neetion ConstrucHull CS20 Coil Strap o CEILING SHEATHING over every stud o Assembly Detail Gypsum Wallboard 5d coolers 7" Edge / 10" Field (8) 8d Nails WALL SHEATHING HI Rafter Roof Beam p Porch Roof Rafter to Common Rafte to Structural Panels 8d common 6: Edge / 12" Field to Ridge Detail S 5 Beam to Post Detail, H i Na I I e Rafter tl. —(3) 8d Common Nails Garage Door Portal Openings 8d common 3 oc into all framing at Each End of Strap Gypsum Wallboard 5d coolers 7" Edge / 7" Field Wrap CS20 Strap Ontinuous Dates FLOOR SHEATHING (Subfloor) From Porch Bm. ver Roof Bm. Back Down to arch Bm. 4/23/21 Issued for Construction Structural Panels late (4) 8d Nails P As Shown 9/1/22 Issued for Construction 1" or Less 8d common 6" Edge / 12" Reid N If cripple studs are utilized over second flr. header,then provide one CS18 Greater than 1" 10d common 6" Edge / 6' Feld (8) 8d Nails LENGTH P 11/10/22 As per Town Comments strap from top plate to cripple stud Q LENGTH \` header &from cripple stud to header CUT Load- ar'g Hollow 2/16/24 Garage Plans SIMPSON STRONG-TIE Fiber ss Column n1 (8) 8d Nails 'CS20' Coil Strap N ° W over every stud (8) 8d Nails 0 m L>aciuGTi1I (1,030 pounds) (8) 8d Nails ) d Common Nails CONNECTION OF MULTIPLE PIECES a ach End of Strap rn c SIMPSON STRONG-TIE OF TOP-LOADED BEAMS(1) V/ 3 SPAN 'CS18' Coil Strap o h Girder a over every jack & king stud Post o Beam Strapping 1%4'Width Pieces: C SIMPSON STRONG-TIE w PP 9 CS20' Coil Strap Simps H2.5 • Minimum of 3 rows 10d Y x 0.128" nails at 12"o.c. �� over every stud Install 'Simpson' CMST16 m Y (8) 8d Nails Post ( ) first floor for 16 ft wide sliding door a • Minimum of 4 rows 10d(Y x 0.128")nails at 12"o.c. ^ (1,030 pounds) 9 Y . Post Bas LL Provide strap for No. Date Description for 14"and deeper beams END each jack stud when • If using 12d(3%4°)or larger nails,the number LENGTH multiple jack studs of nailing rows may be reduced by one. (8) 8d Nails- A (8) 8d Nails Q are required 1 Concrete PI Project 3 Z"Width Pieces: fill N rim joist H low Porch Colu n _ Proposed • Minimum of 2 rows z" bolts at � (8) 8d Nails 24"o.c.staggered rtt t Deck Assembly D tail , beamad must th.Oterwised evenlyseconauosnsfore 1\u Gable Stud Wall First Floor to Second Jack Stud at Addition and beam width.Otherwise,use connections for side-loaded beams. / Additional nailing or bolting may be /\ S7to Wall Stud Dtl. S8Floor Wall Stud Detail Q S �J Header O enln required with side-loaded multiple-member p Renovation beams.Refer to current product literature. Roof Beam —Porch Roof Rafter to Beam For N 0 ° (8) 8d Nails to Post Strapping (S5) SIMPSON STIR G-TIE SIMPSON STRONG-TIE IMPSON STRONG-TIE (8) 8d 1 s Perry'CS20' Coil trap over ever ud CS20' Coil Strap a-+ y over every stud 20 Coil Strap -a a ^' 1,030 pounds) (1,030 pounds) ov every stud y, W a Solid Wood Post O n (8) 8d Nails & Stella tom- Rim Joist 2 8d Nails N blocking fro (8) d Nails O Joisf Column Wrap Mallas PSPN516Z (2) 8d Nails ao�b\\ode o 0 RPS28 MSTC52 wrap under g�\\Q (5) 8d Nails oo Post Base inside 420 Summit Drive '- ^ sill plate 1 1 wrap under I 'Simpson' H2.5 A ° ;o�5i Hollow Column (see Dtl.) ' �l I sill plate I•I o <` (8) 8d Nails Mattituck NY top plate I joist hanger L I l II - II I (5) 8dx1 1/2" Nails _ d-+ I SIMPSON S ONG TIE II I III Jurisdiction III III Ill I wall CS20 Coil S ap Poured Concrete Pier III foundation III stud l '8) 8d -1/2" Nails IIIIII over every stud L II I Town of Southold (Illl I 8 8d NailsW. (8) 8d Nails lull ( ) III Suffolk County ATEROR PIPE Solid Post Porch Column Wall Stud to Wall Stud to Sill Plate Cantilevered Wall St RIDGE to Found n Assembl�l/ Dtl. Rim 1 Joist D "I et 011 2 at r Wall t Rim S Garage e a o to To PI D N LLg ate e i l Drawn By: ,f34 c4 m CU - ATTIC M.P. SS1.5 m �M. / ;`. . rn NS1 v Checked By: z' Beam to Joist Stra Y rn in Note: STRAPPING INSTRUCTIONS • Simpson H2.5 (hot-dipped alv. m NS1 ° Q Re Required where not g ) M.A.M. p _ q „ o ~ °° ° co v on plans 1. All Strapping To Be 1-1/4 Wide 20 Ga. Steel see deck ledger Q BLOCKING 2 BAYS ° CD N or 'Simpson' Equivalent CS20 coiled strap) 4 8d Nails Job No. �.. - °I — HD q ( P) ( ) Deck Joist BACK O 48" o.c. _ detail,same sht. 0 I 14 Unless Noted Otherwise. for attachment°1 � � °(Q 2013 2. Use Stainless nless Steel Straps & Fasteners or X Ns1 a r SECOND FLOOR -J to house Soli orner Post Hot-Dipped Galvenized w '• > a � Solid Corn Post When in Contact e PP , c HSS2- S i. _ e with Pressure treated Lumber. Sheet Title °, o (4) 8d Nails Porch Girder 10c Y LINES _ w 'SIMPSON HDU8-S 2.5 3. Install Strapping For All New Construction. r, .r And where noted on plans Post to Beam Strapping 00 0 2_16 Simpson H2.5 (hot-dipped alv. Stra Details _ 7/8" dia. d Common ( PP 9 ) pp g 4. Install Strapping for Each of the Following: Hss2-3 sosl.s BLOCKING 2 BAYS U impson' HDU4-SDS2.5 Threaded Rod nails ® 6" o.c. Post Holdown for full length -Rafter to Rafter over Ridge Post Base Nailing Seh NS1�► ELECTRICAL WIRING BACK ® 48" O.C. Of Stud �, -Rafter to Plate to Stud ■ ��' Blocking a Hi Rafter to Plate to Stud FIRST FLOOR p ___ _ Framing Details o !` ® Endwall I second floor a ■ �Ns1 " ll a -Common Rafter to Hip/Valley Rafter I �PSPN516Z LOAD BEARING WALL (with HVAC Chase) �•• - 0 I >_ -End Wall Studs to Wall Studs PSPN58Z MSTC52 U I I l I -Header to Jack Stud �t ° AP C Rim Joist dia. Th 11 into Rod o -Wall Stud to Rim Joist orncre- - • • � �°"• �Em dded 12" into Concrete L -Jack Stud to Rim Joist b, RPS28Z BLOCKING 2 BAYS W/ pson SET' Adhesive -Cantilevered Stud to wall below Go .LVPf - Y `"' BACK Q 48" o.c. 0 / ��- t -Rim Joist to Sill Plate =. 44�l: S et Number: 'SIMPSON' HDU8 DS2.5 first floor 'C 1. .. _ -Rafter to Ledger with joist hanger -Rafter to Beam to Post _ Plumbing , Electrical & HVAC Protection Guards able Wall Blocking Dtl . = Holddown Connecti Dtl. Holddown Conn e tion Dtl. -Beam to Post to Floor Beam Deck Strapp'ing O Q -Floor Beam to Post not to scale I not to scale ' where noted on floor plans for first floor to second floor con ction aU -Post to Pier (footing) Assembl Detail -Joists to Beam b LEGEND SUPPLIED B `E INDICATES PHONE JACK Tphone INDICATES CABLE JACK TTV INDICATES DUPLEX RECEPTACLE INDICATES FLOOR OUTLET eft'F 0 millIC: h -aEA INDICATES QUAD RECEPTACLE + III i n a INDICATES LED RECESSED 'WWA rc h ' be ct ADJUSTABLE CLG. LIGHT FIXTURE INDICATES LED RECESSED HH CLG. LIGHT FIXTURE 21 Main Street Stony Brook NY 11790 INDICATES SURFACE MOUNTED CLG. --- LIGHT FIXTURE phone. 631 686-6585 fax. 631 686-6786 INDICATES PENDANT CLG. LIGHT _0P email. MMacrina@optonline.net FIXTURE web. MMArchitectAIA.com INDICATES LED KEYLESS CLG. LIGHT KL FIXTURE � These plans are an instrument of service and are the exclusive property of the architect. INDICATES RECESSED CLG. WP Infringements of the concepts and design ideas presented on these drawings shall be prosecuted KL KL KL KL WATER-PROOF LIGHT FIXTURE fullest extent of pc. All C gh s KL Michael Macrina Architect, reserved, INDICATES WALL MOUNTED LIGHT no part of the plans may be reproduced without FIXTURE the expressed written consent of the architect. INDICATES JAMB SWITCH JS INDICATES SWITCH $ Drawing Status INDICATES 3-WAY SWITCH $3 I I ( I INDICATES 4-WAY SWITCH �4 new E-- -- ISSl,le r landing -------------- ----------------- ----------------- - ---------- INDICATES EXHAUST FAN (100 c.f.m.) EF • I I I I New INDICATES SMOKE DETECTOR SD ,� Unfinished INDICATES CEILING MOUNTED CARBON O n str c �l n Attic I I MONOXIDE DETECTOR CM KL KL KL KL INDICATES WALL MOUNTED CARBON CM _—_—_—_ _—_—_ _—_—_—_ MONOXIDE DETECTOR KL — INDICATES CEILING FAN �d' W/LIGHT O 0 Dates INDICATES SURFACE MOUNTED LED LIGHT FIXTURE 4/23/21 Issued for Construction THERMOSTAT O 9/1/22 Issued for Construction V L11/10/22 As per Town Comments ---- ------ ---- ------ ------ ----- ----- ------ ------ ------ ----- ---- ----- --- ------------------- --------- -------- ------ ------------------------ ----------------- FIXTURE BOX ® 2/16/24 Garage Plans FB SOFFIT MOUNT MOTION FLOOD LIGHT ''V Garage Attic Electrical Plan WALL MOUNT MOTION FLOOD LIGHT -1/4" _ .1 '-O" v plan north NOTES : No. Date Description 1.WHITE DECORA RECEPTACLES&SWITCHES Project 2. CONTRACTOR TO CONSULT W/OWNER Proposed PRIOR TO INSTALLATION, REGARDING ANY ADDITIONAL EXTERIOR MOTION DETECTOR&FLOOD LIGHT LOCATIONS. Addition a n d 3. CONTRACTOR TO CONSULT W/OWNER Renovation PRIOR TO INSTALLATION,ANY ADDITIONAL LIGHTING, POWER, CABLE,AND PHONE REQUIREMENTS AND LOCATIONS. 4 For BASE MOULDING HORIZONTALLY. 5.ALL SWITCHES ARE TO BE ON DIMMERS. boiler II II ductless heat pump iIII iIII Perry GARAGE LIGHT SPECIFICATIONS & Stella SM SM SM SM SM------- --- ----- Garage surface mounted LED light fixtures to be Mallas 'Westing House' #63221 12 waft 6" LED flush white. I I I -------- ill, 420 Summit Drive GFI Mattituck, NY I I I I I I � � ( � � I I aa• I I I I I I i l I I I I I I I I � Jurisdiction I I I Yew SM I I SM SM I I SM SM I I I F� �� ►—f--- ------ a ---- ----- I I SML`I' ------- --- I I �� I -- — Town of Southold Suffolk County New I I I i i I I i � I I i i Two-Car ( i i I I Drawn By: Garage I i M-P. I II II Checked By:SM SM SM cn - ,6'°• 11 i i ------- ----a ►--- ------- -----ICI--- -------SM — M.A.M. Job No. ` >: Gn 2013 - II II II II wall mounted garage i i wall mounted garage i wall mounted garage---, : Y door opener I� door opener I I door openerSheet Title I I Electrical Plan I - Garage I Garage Electrical Plan - plan north tt'� P O G BY -fir B/ra Sheet Number: � i li`�3. H �% - _� Test Hole Lot Coverage Calculations SURVEY OF taken on 6/9/21 r max.allowed lot coverage= by McDonald GeoServicesO lot area x 20% P/0 LOT 80 DARK BROWN DWELLING 23,340 s.f.x 20% LOAM USES PUBLIC WATER MAP O OL 1 D ' DWELLING =4,668 s.f. ✓✓ BROWN USES PUBLIC WATER house= 1,968 s.f. CAPTAIN KIDD ESTATESSILTY SAND � t �"`'� ' DWELLING garage=760 s.f. SM USES PUBLIC WATER RIVE FILE No. 1672 FILED JANUARY 19, 1949 �t covered porch=417 s.f. 3.0' JAN 21 20-22 I 1 17 5.00 xaz 22 screened porch=263 s.f. SITUATE PALE BROWN C 85.97 82.35 pool=420 s.f. FINE PAND / �^ I ��1�r^� e O'QQ'� GZ 86.54 6.4N 83.54 w 4,668 s.f. >3,828 s.f. (conforms) MATITU C K S.o' c ) 80 0 ` x�7 90.49 EDGE PAVEMENT w 1.1'N.fio' (allowed) (proposed) X TOWN OF SOUTHOLD 95.99 SUFFOLK COUNTY, NEW YORK BROWN 95 98 93 CSC WALL 92.04 O SILTY I 102.15 CONIC. 6° SAND 0.SVI o� ut11o2.1z ALL 1.4'W N S.C. TAX No. 1000- 106-02-08 i ri X x . o 12.0' FOUCO 10257 pZy\. ' PROPOSED 01�+ 4Q 90.15X E. 2.6'W O GON V<102.51 DWELLING SCALE 1 "=40' Z MONUMENT X o \ 1 SEE APPROVED PLAN 103.21 84.47 PALE BROWN k� f USES PUBLIC WATER SEPTEMBER 29, 2021 FINE SAND A c rLp 104.01 tas' > 9F EXISTING SP O �\ ,o PROPOSED �. �1 657 _ - g�ANDNGS NOVEMBER 24, 2021 - ADD SITE PLAN U4 u TWO STORY 1,au ;-T4.01 18.0, (= m 104.44,11 ST ADDITION CAN R 1• go N i�� )8' 28,t II X A I NO WATER ENCOUNTER DWELLING O X 1 PROPOSED 1 �>�� IDRYWEUmxx LOT 8 USES PUBLIC WATER o PORCH 556' 12' 3 _ G k 1I 104.5J C ADDITION _ 1 t0Ni 12.4 r x o O Z 704.35 105.511 "- 'C 1 Y p 1 PROPOSED LOT 79 I __k 62.0 -- G6 ST 014 scRAEDEDMON CH > m WALL SJ'W m NEW :\ExlsnNcBER F S.sw AREA = 23,340.2 sq. ft. S 8'dio.x8,t II ` •��T - ¢ > pvtEWN F 1 1 7 10 9 52.4' _ SLATE STEPS& 0.536 UC. ` m DRYWELL �'�0_9NEWRP H I 10. - STONE WALLS EXISTING/ EXPAND I�f t�`Z� STEPS k WALL t1,, 35 01• 1k" -X X EX\1 EXISTING I ;'q0 BE REMOVED _ __ T 1� _1- Ex,FNEPI o ASPHALT DRIVEWAY / `-`Z�I 11 > a. =� -® 46. 15.3' X a- I I EX. " to porch WALL COQP j 3B' \gun^ ROP 71 • ' I "P &FE. 1.4W O 1Os.86 PROPOS�H'`� 15? �"� �`pA 35.0• N N 20'X38' PROPOSED a f- �•Q �� o TWO STORY 13'X26' _ DETACHED GARAGE a IN POOL ND �� o ��I �� EX. -� WOOD FRAME W 109.47 �_ _.. E WALLS COOP POOL r--- 11 X roi PON 112,1 Ln I EQUIP.1 EX. WOOD WALL FINAL lid A P N I 1 _1 `P WALL 0.6S FE. 0.4'S J FE. 0.6'N,0.3E WALL 0.5 4• VINYL FENCE (� FE. 0.5'S EXISTING SHED EX. WATERFALL 'I REVIEWED BY ZBA FE. 1.2'S TO BE REMOVED EXISTING CHIMNEY 3.5' POST do PROPOSED TO BE REMOVED EX. STONE UNCOVERED WALL LOT 96 O RAIL FENCE IMPERVIOUS , SEE DECISION "�`_5 PATIO ON GRADE 1 8 1 •9 0 DWELLING DECISION " W P/0 LOT 8O USES PUBLIC WATER 5 86022910 DAT F D-1, /,292, DWELLING USES PUBLIC WATER STORM WATER - RUN-OFF CALCULATIONS: NOTE: LOCATIONS AND EXISTENCE OF ANY (^ SUBSURFACE UTILITIES AND/OR STRUCTURES -J HOUSE,GARAGE&PORCH RUN-OFF: NOT READILY VISIBLE, ARE NOT CERTIFIED. ` Roof Area=3,292 s.f. THIS SURVEY IS SUBJECT TO ANY FJSEMENT �lb• ,� METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS f 3,292 s.f.X 0.17 X 1.0=560 Cu.ft. WHICH A TITLE SEARCH MIGHT DISCLOSE � 560 cu.ft./42.42= 13.3 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S / (2)8'dia.x 8'tall drywell SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134, SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE 1 PHONE (516) 972-5812 EDUCATION LAW" Solid Cover(Traffic Bearg) SUrveydude@optonline.net "Copies from the original of this survey map ` Grade F not marked with an original of the land 4"dia. surveyor's inked seal or his embossed seal 12"min SDR-35 I LOTS: 08 BLOCK: 02 SECTION: 106 DISTRICT: 1000 shall not be considered o valid true copy. Sewer Pipe 24 max j Certification indicated hereon signify that \, pitched at Traffic Bearg Dome this survey was prepared in accordance with 1/8"per foot j MAP OF: CAPTAIN KIDD ESTATES the existing Code of Practice for Land Surveys minimum 4,000 psi Reinforced adopted by the New York State Association of C Conc.Rings(typ) Professional Land Surveyors. Said ��rn��g DRIVE Wrapdrywellwith X-0•min.Collar SITUATED AT: MATTITUCK fortiwhom t shall run only to the person 1 L landscape fabric j for whom the survey is prepared, and on his � TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. j ��� Be kflllw/Clean behalf to the title company, governmental .�. Send&Gravel agency and lending institution. i ���.�■ i Certifications are not transferable to NO TES: addltionol institutions or subsequent owners." 24"min. 1----�----"------ -- � CERTIFIED1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Ground TO JOB NO.: 21-415 EXISTING ELEVATIONS ARE SHOWN THUS: X00o.00 Typical Drywell Detail DATE: SEPTEMBER 29, 2021 or.o.�e 1lQ�J Michael Macrina Architect JAN21 20Z? 21 Main Street Stony Brook NV 11790 E Drwne. 631 686-8585 _ fax. 637 888-6788 �,�+^ �(w I - -__ email. MMacchilec AI ArchitectAlA.com ry� rn '..DImMu.rkllFai4umAent�o....<.and (��l _ tn.a-s'"gig by of the arcett.d. Inklnpment.of the concpls and d..pn Idw Mtewnt.d an tows drevNe.Mell De Dra.ewlad tn.M ..t.nt of en.lo..copxgnt zoso: Mlcnwl MmND A,cnitecl.Dc.All rlenM n.eMd. t lM th Dort ogw.M f 1M plan,moy e.reproduced Ntnout .avdll.n eanwnt o1 IM ertnllecl. y t Drewlrp Status Cela — —_� preliminary bi I not for 0 exp ` --__--. ' New )� -- Crawl �_-____�'; j construction Space ';; I „ E I e �'; Garage Dates _____________ IanCMlg i ; 7/18/20 Preliminary Design 4 I 1 515120 Preliminary Design 11M/20 Preliminary Design Exlstlng I 11,9/20 Preliminary Design Unexravaled exle8 UP 3R 12111/20 Preliminary Design t�� 1enaMq I 12521 Prellminary Design ettaM UP 3R I ..d. k1 W.�.0 3baB8 dosat 711 Exist Itnd'a1•a' Utility Rerwveted New Room . Bath m. e-7•xs-• M2 new new oP mss: No. oae Dasxg on S-rxiI ' 5-0•x11'-0' �dow----- tT•10• ! queen-etre I Project: I Relocated bedslwwn O I Relocated to match Bedroom#2 eaeu I Bedroom#1 15•-9'x V-0 Proposed 10'-8•x18'-5- Addition & Hall Driveway Renovation Sitting e.dg dreeeer Room ,--, tlng ------ 1o'-a•1a'-o• L T ------- t cy I For 3� existing ____ New queeo-etre ---1 - \ ua^at Dart [FINAL MAP 1 Perry 14'-8'x11'-3' Data: A■ Foyer I tT-,°• '. I & Stella 17'-1' 7TJ' i �m � •...-. � existingM� � '.� exlatlno I ab— Laundry R E Y I E W D Z 13 \ Roomprat noor=737 s ft. =gip 1 9.W.T-9' ae�nd f,00r= 1.937 aa.ft. Y Mallas dryer ryr total=2,674 aq. ft. �' enleang .x new windDw new wind— new window ��� �—`` e a t i' /^ z M rtu k NY rive Si- 2 Y✓✓ I420 � I garage=5'10 sq.ft. J`tL k ^ �_____ } __ _ __ ____ -_ rear Porch= '134 eq-ft. WJ : I'/I f � I I rraw I ,-_•_ i +^_ K`yr Jurisdiction: a New �C�VVVV Covered proposed Town uth V,1 �\ Patio fl—Itfloor=53 aq.ft. Suff ty rr'r e c second floor=29 sq.ft. .t garage convarslon=590 sq. ft. _ _______________ __ _____________________ - - ---- ----- - --- - --- - ---� ----- - - - -- - garage=500 sq.ft. Mp.'�y - - -- ----- --- -- ----- -- - -- ' t 4. screened porch 263 sq.ft. . t --red patio=417 sq.ft. M.�.A Proposed First Floor Plan 9/4••= 9'_0•• total livino area 2013 first floor= 1,300 sq.ft. second floor = 9.966 ag-ft. Sheet 7itle"l� t plan north total..3,266 sq.ft. n ,, -' .y, _ � First F1'.00r-Plan•"•^ Legend: u:>��. �` i Proposed � Addition � S�p �� Sheet Number: Garage conversion to living space A-1 Aim Mlcf"12eI JAN --, Setbock — Architect PNS — �N�yy)^r•�/A ;� ` 21 Mein Street Stony Brook NV 11790 ` ,r1YMY�J-YV�1� I -- Phone. 631868-0565 tax. 631 686-8788 email. MMacrina@MMArcMtectAlA.00m waD. MMArchimictAl oorn Pat 30•wHa 36•rel. Wall�oven ll ----------1 ih.0 plw.a.w h .nl or p m4 w. ty ..-._, Ih,I——pr.pwq m tM mchhwt. _ In-Ground _ __ Mines..t..1 tis•I.—t."e d..I,w.o' N t1.N.N went e1 n�i.�le..C.plvlpht]02e. L Pool -�- ­1-N.riY�.A...1,p.As np�t.,..w..A naw ePmm $ O 28'-0"x 15'-0" —_ Vinport N Its P-pmer e.r.w.a.aa NNwI . fTCY ."—.rnl.n..—I e1 1M mchx.ct. MWataP � �5•� • O --' _-- —G❑9e Setback Drawing Status: c �.- - - �t .6-x,20• -- ----_ preliminary -- - oar,:.. Wena 48• n -I fl sink -- ----- I not for aw. � j construction Screened I? neN aep Pat o Porch L ' 14'-0•x17'43' New --------------------- Dated: Kitchen 1 14'-0•x24'-0• ------------ sparkled 7/16/20 Preliminary Design -- a espantlsa Mrdkq - I 6'15/20 Preliminary Design 28-1 ending I 11/4/20 Preliminary Design cw. Attic existing ,yW`J 11/9/20 Preliminary Design �WaniktB c bee t �, ax4UI 17/11/20 Preliminary Design new windows _.-_ _.. j 4_-______ �.� ,. 1/25^21 Preliminery Design existing opening i 1 RIR door --------------------------- I c New new door W. ❑ LC. I 14.8•x6-0' ❑ ' No. Dale Description 108•x 38' t8'-1• Q table ah— New cq. Existing bW howna -- Project: existingBedrm.#4 Great Room 14'd"x15•-2' IProposed 28'-8'x 25'-0' new . Veuwd G9_ 3PNxD6a' rww 3W vanity New Trey Clg. RenDvated / Addition & Bathrm.#3/ 1r-0•xs'-o• I new ---- ------ --- ^ao.et Ila _. - -- '' Renovation -- -- - P Pu own n i 1 �� For Hall �"' anw�t�n NAL I ❑ g❑ w REVIEWED B) ZBA Perry Cw' SEE DECISION & Stella www p Existing �❑ p Bedroom#3 a.h 0 met DAT I/ Mallas f 14'-4' 10'-0' new 48"wlaa r6'-1" p in w wood bum clg Relocated 420 Summit Drive win televisbn above - Bathrm.#4 existing new ® al 9' Mattituck,NY 91-6'.101-0' __ tlrasear ' gxlltkq exMktg new window naw window new wmarw ' -"---. Jurisdiction To 6 l i s��c1� .l ui0bll I:oerR .:� :I t.6 s T a h '! ------------------------- ---------------------------------------------------.isr_.:::--------------------------------- �'- --------------------------•------------------>s:_.::--:::_::-::::::::::::-:_-:::-:::::::__-�----- -----.......---------...--------------...-...-- f - Proposed Second Floor Plan .� -�`E ° "a 3•�4 ✓ � 1/4"= i.-I.. LW 'y �S�• 'T c 8f'. '.$hA4t 44 plan north4 / Floor Plan A- ,V T� r1 Sheet Number: t 5' A-2 Michael Macrina Architect b 21 Main Street Stony Brook NY 11790 l phone. 631 686.6585 lax. 631888arn. -6768 webil MMArrchitectAA,epmnecrAlA.mm 1ne..alae> .�.arw.em or.. .a mNeee a w.inueh.—.a t•.nmi be `� tad /'' a ly at tn.orcmt«t. LQC^+}p! rli � �T�+-� _ -- --- _ to n�o'.i ueai.o i,:arn«i oa��n�vi...w.a •69167►+ ,.1►. S, - ?; 'a Dort or the pane—y be repedcea.iVwut nKeeeea net.e.e.t of the=hi— _ plate helot Drawing Status: preliminary not for 7FLLLL�- I I late 1 e- construction tri✓Ar, --- Dams 7/18/20 PreBmYtery Design -A / A '--- -/ '--- 8/15M Preprimary Design ,lr, ✓Ar, ,/rr Ar, Ar, 11/4120 Preliminary Design 11RI20 Preliminary Design - - - - - - - - - - - - - - —-—- 17171/20 Preliminary Design 1125'21 Preliminary Design Proposed Front Elevation 1/4"— 1._p.. No. Dale Description Project_ Proposed Addition & Renovation -`� For FINAL NIAP Perry - 11 Ili 14 WI 11111 itREVIEWED BY ZBq & Stella — SEE DECISION * � 3 Mallas Mote height DATED_4, / 420 Summit Drive _ � .._ _ JunsdMdl` ft 1: Ik un 0, second flax•~bfbw ------- .T 1 plate ( yr , 0, lhe ilk - _ 1 0,slob __ e firs LL Elevations - Front Proposed Right Side Elevation , 1/4"= 1.-0.. ' - Right 0 Sheei Nonibar w A-3 "'a" 4m- KA ichael Macrina Architect 21 Main Street Stony Brook NY 11790 phone 631686-6585 tax. 631 686-6786 email. MMacrina®MMArchltectAl oom web. MMArchltectAIA.com — plea.a n--rt at—,—are the bclu.lwl prapMy or the.rehlt.ct. InhMgam.nt.of ID..on..t,ane di 1— P,—tId ea.yrevntId.n then—Ing,.nail Ix prmec-- I.lh.mn.a.dot of th.ra..coppignf 2020: MI—.l aa.-Aruh—t.p..All r1ru,r—m no part or me done may he r.praa�cea.unwt LEI M lne e..re...a.rm.n aan..m of ma arrnlle.l. Drawing Status I.te he'htpreliminary not for construction .-Id floe subfloa Dates: 7/18/20 Preliminary Design 8/15/20 Preliminary Design 11/4/20 Prelimina Proposed Rear Elevation ___ ryDeegn 11/0/20 Prellmina De n 1/4"= 1'-0" 12111/20 Preliminary Deli 1/25/21 Preliminary Design No. Date Description Project: Proposed Addition & Renovation - For Perry FFIN � - & Stella plateheht REVIEWED BY Z A Mallas - c E E DECISION # MattSummit Drive a� i) f1 ''} � ituck,NYS` D�''r4 T 6... f J rcUb�f secant floe subfloor rip u `^ iO � ` P,.,. he' t II � pp�6 l Proposed Left Side Elevation / t of slab O- Elevations * ti f4 - Rear - Left l 12�� sheer Number A-4 'A� FORM NO. 3 TOWN OF SOUTHOLD ✓fir BUILDING DEPARTMENT SOUTHOLD,N.Y. JAN 2 2A,� NOTICE OF DISAPPROVAL DATE: June 9,2021 RENEWED: August 23, 2021 RENEWED:•December 15,2021 AMENDED: December 15,2021 TO: Michael Macrina(Mallas) 21 Main Street Stony Brook,NY 11790 Please take notice that your application dated May 6, 2021: For permit to: demolish and reconstruct a single-family dwelling, construct an accessory in- ground swimming pool and an accessory garage and legalize an "as built"accessory coop at: Location of property: 420 Summit Drive,Mattituck,NY County Tax Map No. 1000—Section 106 Block 2 Lot 8 Is returned herewith and disapproved on the following grounds: The reconstructed single-family dwelling,on this nonconforming 23,340 sq. ft. lot in the Residential R-40 District, is not permitted pursuant Article XXIII Section 280-124 which states,• lots measuring between 20,000-39,999 square feet in total size require a-minimum rear yard setback of 50 feet. The site plan notes a rear yard setback of 19.8 feet. In addition,the accesso _garager nd swimmin pool not permitted pursuant to Article III, Section 280-15 which states accesso build in `�and structures shall be-located in the required rear yard. The accessory structures are located in the side yanL (j) r�U� The"as built" coon is not permitted pursuant to Article III, Section 280-15;which states lots 20,000-39,999 square feet in size shall have a miMmum,rear and side yard setback of 10 feet. The coop has a minimum setback of.4 feet. LyS This Notice of Disapproval has been amended to reflect the latest survey dated 11/24/21. Authorizedignature 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. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.420 Street SUMMIT DRIVE Hamlet MATTITUCK /� n SCTM 1000 Section 106.00 Block 02.00 Lot(s)008.000 Lot Size 23,340 SF Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECT(9DW-.. DATED 12/15/2021 BASED ON SURVEY/SITE PLAN DATED 09/29/2021 Owner(s):STELLA MALLAS JAN 2 MR Mailing Address:420 SUMMIT DRIVE,MATTITUCK,NY 11952 2C MB IRM,7)(7.1711 Telephone:917-416-3314 Fax: Email:PERRY.MALLAS@GMAIL.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative:MARTIN D.FINNEGAN,ESQ. for(vj Owner( )Other: Address:PO BOX 1452,13250 MAIN ROAD,MATTITUCK,NY 11952 Telephone:631-315-6070 Flax: Email:MFINNEGAN@NORTHFORK-LEGAL.COM Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (\4 Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 09/29/2021 and DENIED AN APPLICATION DATED 05/06/2021 FOR: (\4 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:xXII Section:280 Subsection:124&15 Type of Appeal. An Appeal is made for: (N4 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, (yj has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our officefor assistance) Name of Owner: ZBA File# REASONS FOR APPEAL (Please be specific, additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: SEE ATTACHED. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: SEE ATTACHED. 3.The amount of relief requested is not substantial because: SAN 212022 SEE ATTACHED. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHED. 5.Has the alleged difficulty been self-created? M Yes,or { }No Why: SEE ATTACHED. Are there any Covenants or Restrictions concerning this land? t4 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 th:57tureof'Alpplh�ant or Authorized Agent ii(�� (Agent must submit written Authorization from Owner) Sworn to before me this I-1 day of JANUARY 20 22 Y/I�A�� NoVary Public E ITZER ANNALISE IC-STATE OF NEW YORK .01SC6409457 IN SUFFOLK COUNTY 4 N EXPIRES SEP 28,20 1 ATTACHMENT TO AREA VARIANCE APPLICATION OF STELLA MALLAS REASONS FOR APPEAL: 7-CMA 6 F7-111l The Applicant is seeking, by way of this appeal of the Building Inspector's Notice of Disapproval, last amended, December 15, 2021, for a building permit to renovate and reconstruct a single family dwelling, construct an accessory in-ground swimming pool and an accessory garage and legalize an "as-built" accessory coop, a rear yard setback variance from the required 50 foot setback in Town Code § 280-124 to allow the renovation to proceed on the existing footprint of the house that has a rear yard setback of 19.8 feet; and variances from the requirements of§ 280-115 to allow construction of an accessory two-car garage and swimming pool in the side yard and to allow an existing coop to remain in the southeast corner of the parcel. The subject parcel is a non-conforming .536 acre (23,340 SF) lot in the R-40 zoning district. It is located on Summit Drive in Mattituck's Captain Kidd Estates Subdivision. The substandard parcel is constrained by sloping front yard and as such, the existing improvements are situated closer to the rear yard line where the topography is flatter. As depicted on the survey provided, the existing residence is T- shaped which results in an extended side yard area. The proposed project involves the conversion of the existing attached garage space into interior living space, interior alterations to the reminder of the home with a screened porch addition, construction of a 510 SF accessory two-story detached garage with unfinished attic space and construction of a 13 x 26 inground swimming pool with patio on grade. For the following reasons, the Applicant submits that variances from the requirements of§280-15 and §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 Captain Kidd Estates community is characterized by substandard, sloping lots that are improved with single family residences and customary accessory structures such as garages and swimming pools. Many properties in the surrounding neighborhood have benefitted from variance relief to allow principal structures to he within allowable setbacks and accessory structures to be sited in other than the required rear yard. In fact, the residence next door has an 11 foot rear yard setback that was permitted by variance (ZBA #5213). Here, the Applicant seeks to reconstruct her home on the existing footprint with no increase in the non-conformity. The proposed pool lies entirely behind the home and side yard relief is only implicated by the unusual T-shaped configuration of the home. Due to the constraints of the existing rear lot size, there is simply no feasible location in the rear yard for the proposed accessory garage which as a practical matter is sited at the top of the driveway in a conforming location to the side yard setback. Since the property is heavily vegetated and wooded along the rear and side property lines, the proposed improvements will be amply screened from the view of neighboring homeowners. The coop has also been in the corner of the yard for years and is also screened from the neighboring property. As such, the granting of relief will not result in an undesirable change or detriment of any kind to the character of the surrounding neighborhood. 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance, because: The pre-existing non-conforming rear yard setback and T-shaped footprint of the home necessitate variance relief if the Applicant is to achieve the benefit sought of additional living space for family needs and a modest sized swimming pool for family recreation. The swimming pool is essentially in the rear yard and there is no other practicable location for the accessory garage. l ate, � JAN 3. The amount of requested relief is not substantial because: ��+ nlf,— The Applicant submits that the relief sought is not practi��t#,W1 sgantial in light of the-configuration of the existing footprint, the location of the driveway and the slope of the lot. The primary construction will not increase the degree of nonconformity of the current rear yard setback. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: As stated previously, many homes in the surrounding neighborhood benefit from variance relief to permitted construction within allowable setbacks or the construction of accessory structures in other than the required rear yard, (See, e.g., ZBA Determinations #4311-1995; #4818-2000; #5213-2002; #5861-2006; #6965- 2016 and #7341-2019. Granting of variance relief to allow similar improvements 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 and accessory structure construction. 5. Has the alleged difficulty been self-created? To the extent that the the difficulty is self-created, pursuant to New York Town Law§267-b (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." RECEIVED ZONING BOARD OF APPEALS JUN O"Y 2022 TOWN OF SOUTHOLD ---------------------------------------------------------X 1 0 In the Matter of the Application of Zoning 13oard of Appeals STELLA MALLAS #7633 For a variance from the requirements of Sections 280-15 & 280-124 of the Code of the Town of Southold ---------------------------------------------------------X MEMORANDUM OF LAW OF APPLICANT, STELLA MALLAS, 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: June 1, 2022 i� STATEMENT OF FACTS The Applicant is seeking, by way of this appeal of the Building Inspector's Notice of Disapproval last amended December 15, 2021, for a building permit to renovate and reconstruct a single family dwelling, construct an accessory in- ground swimming pool and an accessory garage and legalize an "as-built" accessory coop, a rear yard setback variance from the required 50 foot setback in Town Code § 280-124 to allow the renovation to proceed on the existing footprint of the house that has a rear yard setback of 19.8 feet; and variances from the requirements of § 280-115 to allow construction of an accessory two- car garage and swimming pool in the side yard and to allow an existing coop to remain in the southeast corner of the parcel. The subject parcel is a non-conforming .536 acre (23,340 SF) lot in the R- 40 zoning district. It is located on Summit Drive in Mattituck's Captain Kidd Estates Subdivision. The substandard parcel is constrained by a sloping front yard and as such, the existing improvements are situated closer to the rear yard line where the topography is flatter. As depicted on the survey provided, the existing residence is T-shaped which results in an extended side yard area. The proposed project involves the conversion of the existing attached garage space into interior living space, interior alterations to theremainder of the home with a screened porch addition, construction of a 510 SF accessory two-story detached garage with unfinished attic space and construction of a 13' x 26'inground swimming pool with patio on grade. For the following reasons, the Applicant submits that variances from the requirements of §280-15 and §280- 124 are warranted. POINT I THE APPLICANT HAS MET THE TEST FOR THE GRANT OF AN AREA VARIANCE SET FORTH IN TOWN LAW §267-B Under §267-B, the Applicant must demonstrate compliance with the following standards to be eligible for the issuance of a variance: (a) whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; (b) whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; (c) whether the requested area variance is substantial; (d) whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; and (e) whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. It is respectfully submitted that under the facts and circumstances presented here, the Applicant can clearly meet the standards set forth in Town Law §267-B and as a result, the relief requested herein should be granted. 1. The Grant Of The Variance Will Not Cause An Undesirable Change In The Character Of The Neighborhood Or Create Detriment to Nearby Properties. The Captain Kidd Estates community is characterized by substandard, sloping lots that are improved with single family residences and customary accessory structures such as garages and swimming pools. Many properties in the surrounding neighborhood have benefitted from variance relief to allow principal structures to lie within allowable setbacks and accessory structures to be sited in other than the required rear yard. In fact, the residence next door has an 11 foot rear yard setback that was permitted by variance (ZBA #521.3). Here, the Applicant seeks to reconstruct her home on the existing footprint with no increase in the degree of non-conformity. The proposed pool lies entirely behind the home and side yard relief is only implicated by the unusual T-shaped configuration of the home. Due to the constraints of the existing rear lot size, there is simply no feasible location in the rear yard for the proposed accessory garage which as a practical matter is sited at the top of the driveway in a conforming location to the side yard setback. Since the property is heavily vegetated and wooded along the rear and side property lines, the proposed improvements will be amply screened from the view of neighboring homeowners. The coop has been in the corner of the yard for years and is also screened from the neighboring property. As such, the granting of relief will not, result in an undesirable change or detriment of any kind to the character of the surrounding neighborhood. 2. The Benefits Sought to Be Achieved by Applicant Cannot Be Feasibly Achieved by Some Method Other Than the Requested Area Variance. The pre-existing non-conforming rear yard setback and T-shaped footprint y of the home necessitate variance relief if the Applicant is to achieve the benefit sought of.additional living space for family needs and a modest sized swimming pool for family recreation. The swimming pool is essentially in the rear yard and there is no other practicable location for the accessory garage. 3. The Area Variance Sought is Not Substantial. The Applicant submits that the relief sought is not practically substantial in light of the configuration of the existing footprint, the location of the driveway and the slope of the lot. The primary construction will not increase the degree of nonconformity of the current rear yard setback and even with the addition of the proposed structures, the project will be well within the allowable lot coverage. 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, many homes in the surrounding neighborhood benefit from variance relief to permitted construction within allowable setbacks or the construction of accessory structures in other than the required rear yard, (See, e.g., ZBA Determinations #4311-1995; #4818-2000; #5213-2002; #5861- 2006; #6965-2016 and #7341-2019). Granting of variance relief to allow similar improvements 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 and accessory structure construction. Moreover, the record reflects that letters in support of the application have been submitted by neighboring landowners. 5. The Self Created Nature Of the Alleged Difficulty Should Not Preclude the Granting of Area Variance Relief. To the extent that the difficulty is self-created, pursuant to New York Town Law §267-b (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." CONCLUSION For the reasons set forth herein, it is respectfully submitted that the standards of Town Law Section 267-b have been met and, as such, relief from the requirements set forth in Southold Town Code Sections 280-15 and 280- 124 is warranted. Dated: Mattituck, New York June 1, 2022 Respectfully Submitted, UNNEQAN LAW, P.C. torneys r ant Martin D. negan, Esq. 13250 Main Road Mattituck, New York (631) 315-6070 /t(/�73 APPLICANT'S PROJECT DESCRIPTION AN S 1202 APPLICANT: STELLA MALLAS DATE PREPARED:01/10/2022 n' .7p�' 1.For Demolition of Existing Building Areas (,C V ..& Please describe areas being removed:EXISTING ACCESSORY SHED AND CHIMNEY TO BE REMOVED. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 53SF TO BE ADDED TO EXISTING FIRST FLOOR FOR TOTAL OF 1,300SF Dimensions of new second floor: 29SF TO BE ADDED TO EXISTING 2ND FLOOR FOR TOTAL OF 1966SF Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: TWO-STORY SINGLE-FAMILY RESIDENCE WITH ATTACHED GARAGE Number of Floors and Changes WITH Alterations: ATTACHED GARAGE TO BE RENOVATED TO INTERIOR LIVING SPACE.INTERIOR ALTERATION TO EXISTING FLOOR PLAN WITH NEW SCREENED PORCH AREA,ACCESSORY GARAGE, AND INGROUND SWIMMING POOL. IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 3,318SF Proposed increase of building coverage: 3,828SF Square footage of your lot: 23,340SF Percentage of coverage of your lot by building area: 19% V.Purpose of New Construction: INCREASE AVAILABLE LIVING SPACE AND STORAGE TO ACCOMODATE FAMILY NEEDS 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): FRONT YARD IS SUBSTANTIALLY SLOPED;IMPROVEMENTS ARE TO BE LOCATED ON FLATTEST AREA OF PROPERTY. 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 A� FOR FILING WITH YOUR ZBA APPLICATION ,, A. Is the subject premises listed on the real estate market for sale? Yes X No AN ?�?� B. Are there any proposals to change or alter land contours? `` ' X No Yes please explain on attached sheet. �� C. 1.)Are there areas that contain sand or wetland grasses?NO 2.)Are those areas shown on the survey submitted with this application?N/A 3.)Is the property bulk headed between the wetlands area and the upland building area?N/A 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?N/A Please confirm status of your inquiry or application with the Trustees:N/A 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:N/A 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. 1. Please list present use or operations conducted at this parcel SINGLE-FAMILY RESIDENCE W/ATTACHED GARAGE AND SHED and the proposed use SINGLE-FAMILY RESIDENCE W/ACCESSORY GARAGE AND SWIMMING POOL (ex: existing single family,proposed: same with garage,pool or other) 011L0/2022 A o ' ' ature and Date FORM NO. 4 � TOWN OF SOUTHOLII BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. JAN t Certificate Of Occupa6cy No. 5. . . . . Date . . . . . .0 k . . . . as. . . . . . . ., 19.71 . THIS CERTIFIES that the building located at 8UM4%.1)V . . . .. . . . . . . . . . . . . Street Map No. gfkPt. XA4 .VAtck No. . . . . . . . . . .Lot No. rait. .80. . . . . .xat titUak. . ROY. s conforms substantially to the Application for Building Petmit heretofore filed in this,office dated . . . . . . . . . . . .,i'=g . . 1.+'j, 19.71. pursuant to which Building Permit No.. 535 dated . . . . . .ftie . . '.1.5 . . . . . . .. 197:1. ., was issued, anj conforms to all of the require- ments of the applicable provisions of the law. The occubancy for which this certificate is issued is . .Private ,9Xi!2k .f4m g. . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . The certificate is issued to . .F. A X Kato-9 - .OWW14 . . . . . . . . . . . . . . . . . . . . . . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval by.H.•. 1til1a . t underwriters Csrt N8198026 House # 420 .. . .. . . . . . . . . . . . !Building Inspector i t . t: a� _...... ._2.'•J. ¢�:@ :1 t .3 ..rye:;, 3 � FORM NO. 4 ` TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk's Office Southold, N. Y. JAN zC Certificate Of Occupancy 1,10Z5798. . . . .. . Date . . . . . .Feb . .24. . . THIS CERTIFIES that the building located at . OWPtt WPM . . . . . . . . . . . Street Map No.QaPt Mdd. . Block No. . . . . . . . . . Lot No. Part 80. . . Mattituc k. V-Y'* conforms substantially to the Application for Building Permit heretofore filed in this office dated Ma;' . . 1 5 . . . 19 73. pursuant to which Building Permit No. . 65732 dated . . . . . . . .M.cr . . . . 5 19.73., was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this certificate is issued is PX'iva to. one.fsmily dwelling . . . . . . . . . . . . . . . The certificate is issued to peter Katoa . .Owner (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval N•R* UNDERWRITERS CERTIFICATE No. AMPOP9. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . HOUSE NUMBER . . . ?9 . . . . . Street Summit.Drive . . . . .. . . . . . . . . . . . . . . Building Inspector Qr ''�pffOt,� � Town of Southold Annex 4/13/2012 tl o- � P.O.Box 1179 7e 54375 Main Road \1j' Southold,New York 11971 J�s�lr%Yf CERTIFICATE OF OCCUPANCYA No: 35537 Date: 4/13/2012 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 420 Summit Dr,Mattituck, SCTM#: 473889 Sec/Block/Lot: 106.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this otliced dated 2/21/2012 pursuant to which Building Permit No. 37019 dated 2/27/2012 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alter existing porch to sunroom on an existing one family dwelling as applied for. The certificate is issued to Mallas,Stella (OWNER) _ of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37019 4/9/12 PLUMBERS CERTIFICATION DATED t Au ori Si ure 5 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural d&tri 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 Mun} 'ulE11 Law. STELLA MALLAS .,1ranr"�(�' 1. Name of Applicant: ��� �` "°6" 2. Address of Applicant:420 SUMMIT DRIVE,MATTITUCK, NY 11952 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: 5. Description of Proposed Project:RENOVATION OF EXISTING TWO-STORY SINGLE-FAMILY RESIDENCE,CONSTRUCTION OF ACCESSORY GARAGE AND SWIMMING POOL 6. Location of Property: (road and Tax map number)420 SUMMIT DRIVE,MATTITUCK,NY 11952-SCTM 1000-106-2-8 7. Is the parcel within 500 feet of a farm operation? { } Yes {v} No 8. Is this parcel actively farmed? { } Yes {Jf No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the bac this page if there are additional property owners) 01 /2022 Signa e p li nt 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. 617.20 Appendix Short Environmental Assessment Form ` ' y Instructions for Comnletin2 ,Qm5 Part 1-Project Information. The applicant or project sponsor is responsible for the completion .�Respouses become part of the application for approval or funding,are subject to public review,and may be sUt echer 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: MALLAS AREA VARIANCE APPLICATION Project Location(describe,and attach a location map): 420 SUMMIT DRIVE, MATTITUCK, NY 11952 Brief Description of Proposed Action: AREA VARIANCE RELIEF FOR RENOVATION OF EXISTING TWO-STORY SINGLE-FAMILY RESIDENCE; CONSTRUCTION OF ACCESSORY GARAGE AND INGROUND SWIMMING POOL; LEGALIZE AS-BUILT CHICKEN COOP. Name of Applicant or Sponsor: Telephone:631-315-6070 STELLA MALLAS C/O MARTIN D. FINNEGAN, ESQ. E-Mail: MFINNEGAN@NORTHFORK-LEGAL.COM Address: 13250 MAIN ROAD, PO BOX 1452 City/PO: State: Zip Code: MATTITUCK NY 11952 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? X If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: X 3.a.Total acreage of the site of the proposed action? 0.536 acres b.Total acreage to be physically disturbed? +-0.25 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.536 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial M'Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? X b.Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 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: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? " N YES awl X b.Are public transportation service(s)available at or near the site of the proposed action? ,p a c.Are any pedestrian accommodations or bicycle routes available on or near site of the propo ed,agtioi?j r` X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: X 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑Forest ❑,A gricultural/grasslands ❑Early mid-successional ❑ Wetland 11 Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES X 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 X 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 result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? X If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or clo%ed NO YES solid waste management facility? If Yes,describe: g. 20.Has the site of the proposed action or an adjoining property been the subject of remediation r NO YES completed)for hazardous waste? X If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: MART FINNEGAN, ESQ. Date: 01/10/2022 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. lof gj, ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM �,� �� 70% M5 J � A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shah mplete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 106.00 -02.00 -008.000 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. D Building Dept. E Board of Trustees 0 ZONING BOARq OF APPEALS%/ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: AREA VARIANCE RELIEF FOR RENOVATION OF EXISTING TWO-STORY SINGLE-FAMILY RESIDENCE; CONSTRUCTION OF ACCESSORY GARAGE AND INGROUND SWIMMING POOL; LEGALIZE AS-BUILT CHICKEN COOP. Location of action:.420 SUMMIT DRIVE, MATTITUCK,NY 11952 to Site acreage:0.536 Present land use: RESIDENTIAL Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Sou �,`te°o1l1owmg information shall be provided: (a) Name of applicant:STELLA MALLAS (b) Mailing address:C/O FINNEGAN LAW, P.C. PO BOX 1452 MATTITUCK,NY 11952 (c) Telephone number: Area Code( )631-315-6070 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY EXEMPT Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. F]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 0 Yes 0 No ® Not Applicable :. 7.0.2 �f 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 1E Yes 11 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes []] No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Sectio. n '' Policies l v Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No ® Not Applicable 4 ( 1 Attach additional sheets if necessary C' Policy 11. Promote sustainable use of living marine resources in Long Islam s,%Q,')k .Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No V Not Applicable Created on 512510511:20 AM Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) EF ZC, 1, Stella Mallas residing at 420 Summit Drive, (Print property owner's name) (Mailing Address) Mattituck, NY 11952 do hereby authorize Martin D. Finnegan, Esq. (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's Signature) Stella Mallas (Print Owner's Name) AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: MARTIN D.FINNEGAN,ESQ. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a ^� R company.If so,indicate the other person's or company's name.) : TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance X Trustee Permit �* Change of Zone Coastal Erosion Pp`� m, . � ,� Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of Phis 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 y of JANUARY 2022 Signature Print Name MARTIN D.FINNEGAN,'ESQ. APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Stella Mallas � (Last name,first name,middle initial,unless you are applying in the name of someone else or other en'ty,s`� uch as a company.If so,indicate the other person's or company's name.) . =� �y . TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit INV, ' Change of Zone Coastal Erosiona�"� Approval of Plat Mooring Other(activity) Planning �`� '� Do you personally(or through your company,spouse,sibling;parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this JtLka of �li , 21 Signature Print Name Stella Mallas rE r a k x 1 • y +� � , � 2 a t• -� �j r ilk 'vtkiyti v v. 4 ... i , l n � s ^ tea• ' y 1 t r r `p. gin. w ^ WO iu r k • r . rr , _ e - a 4 I IrIA I V p�I I I III I .�� � �IYiltll it ljYY�lill�l III III 0 r . x „ • 19 ^� w7hy }% pp r v, � I � All ,, ALI- ^.t - e'r SIT 3. '. .ay3 +�y'',�►,�•" •� •�r ��` , ��'�.. /.w �t' y � ,�*�'3 1 ! Nom; i,.. ` d` -�. .� `_ ' f •,. T xF 1 X t J AL ' •� � •'t�'. u}' - u .. _ :'SK I til,:- .._. + , , ' � h �f ' r _ _ �+ 7-,� '.�• ifs;J- �4 s w a /a +- 5 ydt' . ���� A � ��1 S• � irt3��� �tl 'V � I ;h a F� � ,� � + �t �+ J ,•+ a � + e �wx�c���.s7 }`.� '4+17� t •� �`,6m a � tY kji "r!t:;' ��. �,x'S w't... + I •v ■moi ■/� - -. _. t 4 � / •-k t / rt \\ r s, w or .x^qm_ r n - F � i PC wool A.,PA • i � 1 ��, f fvpr ��� t • �'� .. •,�y.�' ti.. 4, :moi q, ,l• �; ' _ ',e^`Q. - .S :�.t �- Y` '9i fit, .f,' ;,. •- v y- `+' . ._ � r .� �t •,� .:h �,'� •1y' - 'ate, ; ; �. lo -top—. �.. _�- ol �7F Sv¢ d r fi a • !3 y. It ;v�" '!� j,:? t fir- _ ,� �j y�:i '.i ! (• _ <•'j: :mow' No Consideration WARRANTY DEED WITH FULL COVENANTS Section 106 (INDIVIDUAL AND CORPORATION) Black 02.00 Lot N&890 FORM 8003(short version),FORM 8008(long version) CAtmoN:THIS AGREEMEt r StiouuDE PRF,PAYEG BY AN ATTORNEY AND REVIEWED BY ATTORNEYS KW SELLER AND PURCHASER BEFORE SIONNG. THIS INDENTURE,dated as of the 10's day of February,2011,between i w MARKELA KATOS,residing at 23-17 41st Street,long Island City,New York 11105,as to her seventy(700Q percent undivided interest;SOFIA SIBILIS A/K/A SOPHIA KATOS,residing at 23-17 41st Street,Long Island City,New York 11105,as to her ten(100/6)percent undivided interest;and KIKI KATOS A/IUA KIKI MDSE, residing at 200 W.7Vh Street,Apt.15E,New York,Now York 10024,as to her ten(10%)percent undivided interest JAN party ofthe first pail,and STELLA MALLAS,residing at 40 Vanderbilt Road,Manhasset,New York 11030 party of the second part, WITNESSETH,that the party of the first part,in consideration of 10.00 dollars,lawful money ofthe United Statcs,paid by the party of the second part,does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being in Mattituck,Town of Southold,County of Suffolk and State of New York known and described as the North half of Lot#80 on a certain map entitled"Captain Kidd Estates",filed in the office o of the Clerk of the County of Suffolk on January 19,1949 as Map No. 1672 and more particularly described as follows: BEGINNING at a point formed by the intersection ofthe westerly side of Lot#80 with the southerly side of Summit Drive; RUNNING THENCE along the southerly line of Summit Drive,North 80 degrees.00 minutes East 175 feet to the northwest corner of Lot#81; RUNNING THENCE along the westerly line of Lot#81 South 6 degrees 20 minutes 00 seconds East 140.91 feet to the northwest comer of Lot#96; RUNNING THENCE through Lot#80 South 86 degrees 22 minutes 10 seconds West 181.92 feet to the easterly line of Lot#79; RUNNING THENCE along the Easterly line of Lot 079 North 3 degrees 00 seconds West 121.33 feet to the point or place of beginning.All reference to lot numbers above being part of Map of Captain Kidd Estates. Subject to restrictions and covenants or record. TOGETHER with all right,title and interest,ifany,ofthe party of the first pan in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights ofthe party ofthe first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns ofthe party ofthe second part forever. AND the party ofthe first part,in compliance with Section 13 ofthe Lien Law,covenants that The party ofthe first purl will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the propose of payingthe costs ofthe improvement and will apply the same first to the payment of the cost ofthe improvement before using any part ofthe total of thasame for any tether purpose. AND the party ofthe first pan covenants as follows: FIRST.That said party ofthe first part.is seized ofthe add premises in fee simple,and has good right to convey the same; SECONDL That the party ofthe sewnd.part shall quietly enjoy the said premises; THIRD.That the said premises are free from encumbrances,except as aforesaid; FOURTH.That the party ofthe first part will execute or procure any further necessary assurance ofthe title to said premises; FIFTH.That said party ofthe first pant will forever warrant the title to said premises. The word"party'shall be construed as if k read'parties"whenever th sense of this indenture so requires. IN WITNESS!THEREOF,the party of the first • has duty a ecu this deed the day and year first above written. ARKELA AOS O BILIS S PHIA K PlbS erag KIKI KATOS A/K/A KIK MOSE IN PRESENCE OF. NYSBA's Readat®I Real L:smre Fmms(41130) 02005 Mefthew Benckr&Ca,a membar aftria LexW*xis Group. Acknowledgment by a Person Within New York State(RPL§309-a) . STATE OF NEW YORK )ss., COUNTY OF NASSAU On the Jt)m day of February in the year 2011,before me,the undersigned,personally appeared MARKELA KA'i1p$, personally known to me or proved to me on the basis of satisfactory evidence,to be the individual whose name is subscribed �d to the within instrument and acknowledged to me that she executed the saine in her capacity,and that by her signature on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument . Wf VN Wlptt� 191108YIPUBLIC 111t10. G4818tatteofad@v�fOtKt 9� (signature and ce of individual taking acknowledgment) QuaftiftNUMC41111M ) tldaimbelonEt�ebtt�1G. .y't•- STATE OF o ss.: 9 �� On the �'` day of February In the year 2011,before me,die undersigned,personally appeared SOFIA �a SIBILIS AAKlA SOPHIA KATOS,personally known tome or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that'she executed the same in her capacity,and that by her signature on the insvumeM the individual,or the person upon behalf of which the individual acted, ' executed the instrument. g j yctpt To yvtslta Tri �YPWA; ((signature and office of individual taking acknowledgmmt) q,T STATE OF NEW YORK )ss.: COUNTY OF. ,S ) Vol) KErl 0860 On the- lb day or February in the year2D1 ,b 1� „Tpct'soaal{Y t AAUA KIKI MOSS,personally known to me ar proved to a ory evidence to he the in�►dt1 name is subscribed to the within instrument and acknowledg_d i d the same in her pe calm..- i tha her signature on the instrument,the individual,or the sort n b@ the in dividual amoed,execuied the instrument. lYdt t,W'1'tRtn . AAA NMMFUBUG.GtMGtbXW71M Na DICABIM40 (Sign re andoffs f individual taking acknowledgment)- ammilitimI*10. r Warranty Deed with FUM Covenants Title No.10124 WQME Section 106 Block 02.00 Lot 008.000 MARKELA KATOS, as to her County or Town Suffolk County seventy (70°/o) ,percent undivided Street Address 420 Summit Drive interest, SOFIA SIBILIS A/K/A MaWtuck,New York_11452 SOPHIA KATOS,as to her undivided ten 0A.) percent interest; and KIKI KATOS A/K/A KIKI MOSE, as to her undivided ten (110%) percent interest.. To STELLA MALLAS Return By Mail To: Deanna M.Eble,Esq. VINCENT L RUSSO&ASSOCIATES,P.C. M06 Stewart Avenue,Suite 300. Westbury,New York 11590 -. Reserve This Space For Use OF Recording Oflke NYSBA's ttcsidw"Real Eon Faints(9100) •2M Ma"MW Bender&Co.,a member of 6e WisNexis Group. f.- STATE OF NEW YORK COUNTY OF NASSAU ) On the 9e°day ofAugust in the year 2011,before me,the undersigned,personally appeared SOFIA SIBILIS AWA SOPHIA KATOS,personally known to ma or proved to me on the basis of satisfactory evidence to be the individual whose �a name is subscribed to the within instrument and acknowledged to mo that she executed the same in her capacity,and that by her signature on ttie instrument,the individuA or the person upon behalf of which the individual acted,executed the inst�rujment. . MAftym CANTON (signature and o e of individual taking ac owledgment) tlbhryp„��,g, QmWW1nN ss�'n JAM STATE OF NEW YORK ss.: tNa)r tq r� L. n.Erptra COUNTY OF NASSAU ) On the 10 day of February in the year 2011,before me,the undersigned,personally appeared KIKI KATOS AWA 43=1 KIKI MOSS,personally known to the or proved to me on the basis of satisfactory_evideace to,be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity,and that by her nigra br on the instrcmreot;the individual,orthe person upon behalfof which theindivickial acted,executed the Insmarbebil. (signature and office. ividria taking acknowledgment) mmm Ii�eryPc+�.SYsCWFtDRNK fb t�cdlN06intlMIM44 1 I3rpiseyay i�Q ., 1� •t,. q¢• , . r r y N"BM ftifttW Rai Esmta Fcmrc(M) Q 205 Ma gwx Bad= cA,a m a6m of tt+e L htdmeis Gmq. TOWN OF SOUTHOLD PROPERTY RECORD CARD N STREET V I Ll AGE-- DIST.; SUB. LOT t , .44 FORMER OWNER � N E Xcc ... A a , S W TYPE OF BUILDING t REj,•r`; SEAS. w VL. I FARM COMM. CB. MICS. Mkt. Value /tom LAND IMP. TOTAL DATE REMARKS Y .` _. /,5 ,0 03 df 3 X' KGs?3Zua,t�• r �✓ «C,< m1 v 4 l 7/40 all", 9 2 7/�. e; 1�'a 7`d u (it g - 6 6 a b D -`X — _AGE/ UILI I G C�R DIT O io:zIg" Ew =ARd 7 -4 4t - 6300 FARM Acre Value Per ^^ Value 24all ll --L - /- 9 r t f Acre (O t-� !\ 7Z1 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD DOCK Totttf'� ..� Y" i ��=C ::::: SOMEONEMEN ' • .f,, ,.. , `3',. � l Ir. ,,�°"'.c . '. rte`% � ����i��������������� ���� ON MINUIR1111 M1 WE w MEN LMEK z- _. '• EMMEMM ems© EMINENCEONE �._. nNNNNNNNNNNNNNNNNNNNNMNNMONO WIN�NNN�NNNN�N Foundation Basement ,Interior Finish r + • _I .. • • - ., • l I iRoomsFloor FYNNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORIE4, -n0M By.Hand JAN January 20, 2022t� :- Ms. Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Town of Southold P.O. Box 1179 Southold, NY 11971-0959 Re Area Variance Application of Stella Mallas Premises: 420 Summit Drive, Mattituck, NY 11952 SCTM # 1000-106.00-02.00-008.000 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced Application, enclosed please find a check made payable to the Town of Southold in the amount of$2,000.00 representing the required filing fee and an original and eight (8) copies of the following documents for your review: 1) Notice of Disapproval dated December 15, 2021; 2) Executed and notarized Area Variance Application, including an attachment of explanation; 3) Applicant's Project Description and Questionnaire Form; 4) Executed Agricultural.Data Statement; 5) Executed Short Environmental Assessment Form; 6) Local Waterfront Revitalization Program (LWRP). Consistency Assessment Form; 7) Executed Owner's Authorization; 8) Applicant Transactional Disclosure Form signed by Martin D. Finnegan, as Agent for the property owner; 9) Applicant Transactional Disclosure Form signed by the property owner; 10) Color photographs of the subject premises; 11) Certificates of Occupancy; 12) Assessor's Property Record Card; 13) Current Deed; 14) Eight (8) sets of plans and elevations; 15) Eight (8) original proposed surveys. 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. Very truly -au-r-s, JAN 21" 2022 Ma in D. Finnegan MDF/as Encl. A . own of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/01/22 Receipt#: 293102 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7633 $2,000.00 Total Paid: $2,000.00 Notes: Payment Type Amount Paid By CK#1051 $2,000.00 Finnegan, Law P. C. Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 ARD OF APPEALS Name: Finnegan, Law P. C. Po Box 1452 Maiituck, NY 11952 Clerk ID: LYNDAR Internal ID:7633 r S v MATfITl1CK N-Y 1952 L - " cs'a� o �`4 -� `�-.: � �''s��,, a,.,�,�-� -i*�� -.zs`., x-�•r�"-'� -.,a-y' -a. x- �� 1,.Z21 U .%�' soon t TO THE s --��-.�, L '-y' � � �:: �„" � t''=�.-v- c^ �`,...r � �"..�`" -� "'--a- 'fir-' '�• -�_�x���`�' "5.�' k01 ' Y sr /yam � `�_ f�.� '�`1PMo an Chasev8an N A:� �- -�' �-..�"'�•l� -x�`a.,„�s�-w. � � n,._ '� �``�, yx�,�,t.. � � , r " ,a,.�v,,''� t �_���-'¢��;�_b4r•-.r .6� -�.,�" -�,s�c'.,,,, inn�^ "'�,... p..� �' .�- :�. .„ "�s' :9 '= .WO i 12fOb476-23c4-4ea4-9f39-60ccd901b594 I<imf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times i LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,JUNE 2, 2022 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of the Town Law and Town Code Chapter 280 (Zoning),Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall,53095 Main Road,Southold, New York 11971-0959, on THURSDAY,JUNE 2,2022: 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.-JENNIFER AND JAMES MAYE#7626—Request for variances from Article XXIII,Section 280- 123;Article XXIII, Section 280-124; and the Building Inspector's November 30, 2021 Notice of Disapproval based on an application for a permit to legalize"as built" alterations (convert screen porch to living space, new heat, waterside deck) to an existing seasonal cottage known as Cottage No. 1 and legalize "as built" alterations(convert screen porch to living space, new heat)to an existing seasonal cottage known as Cottage No. 2, at; 1) Cottage No. 1 &2, nonconforming uses shall not be enlarged, reconstructed, or structurally altered or moved unless the use of such buildings are changed to a conforming use; 2) Cottage No. 1, located less than the code required minimum side yard setback of 10 feet; located at: 910 Fleetwood Road, (Adj.to East Creek) Cutchogue, NY. SCTM No. 1000-137- 4-22. 10:10 A.M.- RICHARD ALDRICH#7627—Request for a Variance from Article III,Section 280-15 and Building Inspector's November 30,2021 Notice of Disapproval based on an application for a permit to construct an accessory storage shed at; 1) located in other than the code permitted rear yard; located at 850 Majors Pond Road, Orient, NY, SCTM No. 1000-26-2-39.11. 10:20 A.M.-EMMANUEL AND BARBARA CARAVANOS #7628—Request for a variance from Article XXIII, Section 280-124; and the Building Inspector's December 16, 2021 Notice of Disapproval based on an application for a permit to construct additions to a single family dwelling; 1) located less than the code required minimum rear yard setback of 50 feet; located at:3575 Stars Road, East Marion, NY. SCTM No. 1000-22-2-24. 10:30 A.M.- KEITH HUGHES AND ELLEN HUGHES#7629--Request for a Variance from Article IV,Section 280-18; and Building Inspector's December 14, 2021 Notice of Disapproval based on an application for a permit to construct a dormer addition to an existing single family dwelling; 1) located less than the code required minimum front yard setback of 50 feet; located at 1325 Broadwaters Road, Cutchogue, NY, SCTM No. 1000-104-11-8.1. 10:40 A.M.-STELLA MALLAS /'.�;=Bequest for Variances from Article III,Section 280-15;Article XXIII, Section 280-124; and Building Inspector's December 15, 2021 Notice of Disapproval based on an application for a permit to demolish and construct a single family dwelling, construct an accessory in-ground swimming pool, construct an accessory garage and legalize an "as built" accessory coop at; 1) dwelling located less than the code required minimum rear yard setback of 50 feet; 2) accessory garage located in other than the code SOUTHOLD TOWN BD OF APPLS 2 I I - i � I 12fO b47 6-2 3 c4-4ea 4-9f39-60ccd 9 01165 9 4 kimf@southoIdtownny.gov i AFFIDAVIT OF PUBLICATION j The Suffolk Times permitted rear yard; 3) swimming pool located in other than the code permitted rear yard;4) coop i located less than the code required minimum rear yard setback of 10 feet; 5) coop j located less than the code required minimum side yard setback of 10 feet; located at 420 Summit Drive, Mattituck, NY. SCTM No. 1000-106-2-8. 10:50 A.M.-STEVE AND FORTUNE MANDARO #7635—Request for variances from Article XXIII,Section 280-123;Article XXIII,Section 280-124; and the Building Inspector's December 20, 2021 Notice of Disapproval based on an application for a permit to construct a covered porch and screened in porch addition to an existing seasonal cottage; 1) a non- ' conforming building containing a non-conforming use shall not be enlarged, reconstructed, or structurally altered or moved, unless the use of such building is changed to a conforming use; 2) located less than the code required minimum primary front yard setback of 35 feet; 3) located less than the code required minimum side yard setback of 10 feet;4) located less than the code required minimum rear yard setback of 35 feet; 5) more than the code permitted maximum lot coverage of 20%; located at:2370 Bay Avenue, (Adj.to Gardners Bay) East Marion, NY. SCTM No. 1000-31-16-7. 11:00 A.M.-KARIBU, LLC/PASCAL SCHAARY#7638—Request for variances from Article III,Section 280- 15 and the Building Inspector's December 9, 2021,Amended January 19, 2022 Notice of Disapproval based on an application for a permit to construct an accessory storage shed, construct an accessory hot tub (jacuzzi), and to legalize the conversion of a storage shed into pool house at; 1) hot tub located in other than the code permitted rear yard; 2) storage shed/pool house located in other than the code permitted rear yard; 3) In addition,the applicant seeks to lift the ZBA Condition (File No. 3902) that states that the existing storage shed can only be used for storage purposes and only have electricity; located at:90 Kimberly Lane,Southold, NY. SCTM No. 1000-70-13-20.20, 1:00 P.M.-JOHN M. CARROLL AND M.AMELIA MURPHY#7636—Request for a variance from Article XXIII, Section 280-124; and the Building Inspector's December 29,2021 Notice of Disapproval based on an application for a permit to raise and construct additions and alterations to an existing single family dwelling,at; 1) located less than the code required minimum side yard setback of 15 feet; located at: 230 Inlet Lane, (Adj. to Gardiners Bay)Greenport, NY. SCTM No. 1000-43-5-4. 1:10 P.M.-JOTAS CORPORATION #7637—Request for variances from Article X,Section 280-45C(2)(f) (Accessory Uses);Article X,Section 280-46; and the Building Inspector's January 13, 2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing commercial building, at; 1) proposed apartment comprises of more than 50%of the principal building; 2) construction located less than the code required minimum rear yard setback of 25 feet; located at: 1000 Village Lane, Orient, NY. SCTM No. 1000-25-1-18. 1:20 P.M.—ANDRIY LOTOTSKYY 47667—Request for a variance from Article III,Section 280-15; and the Building Inspector's February 23,2022 Notice of Disapproval based on an application for a permit to construct a single family dwelling, at; 1) located less than the code required minimum front yard setback of 40 feet; located at: 215 Eighth Street, Laurel, NY. SCTM No. 1000-126-1-7.9. 1:30 P.M.-SAMUEL AND REBECCA LISSNER #7639—Request for variances from Article III,Section 280- ; 15;Article XXII,Section 280-116 A(1); and the Building Inspector's November 22, 2021,Amended December 10, 2021 Notice of Disapproval based on an application for a permit to construct additions to an existing single family dwelling and to legalize an as built I SOUTHOLD TOWN BD OF APPLS 3 � i I 12fOb476-23c4-4ea4-9f39-60ccd901b594 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION The Suffolk Times accessory shed to be converted to a pool house, at; 1) dwelling located less than the code required 100 feet from the top of the bluff; 2) shed located less than the code required 100 j feet from the top of the bluff, 3) shed located less than the code required minimum side yard setback of i 15 feet; located at:3925 Soundview Avenue, (Adj.to Long Island Sound) Mattituck, NY. SCTM No. 1000-94-3-1.10. 1:40 P.M.-JANET MASTROPOLO #7641—Request for a variance from Article III,Section 280-15; and the Building Inspector's January 28, 2022 Notice of Disapproval based on an application for a permit to construct an accessory garage, at; 1) located in other than the code permitted rearyard; located at: 6015 Peconic Bay Boulevard, Laurel, NY. SCTM No. 1000-128-1-1. 1:50 P.M - LYLE AND KATHLEEN GIRANDOLA #7642—Request for variances from Article III, Section 280- 15;Article XXIII, Section 280-124; and the Building Inspector's December 6, 2021,Amended January 31, 2022 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling and construct additions and alterations to an existing accessory garage, at; 1)dwelling located less than j the code required minimum side yard setback of 15 feet; 2) dwelling located less than the code required minimum combined side yard setback of 35 feet; 3) accessory garage located less than the code required minimum side yard setback of 10 feet; located at: 3040 Peconic Bay Boulevard, (Adj.to Great Peconic Bay) Laurel, NY. SCTM No. 1000-128-6-10. 2:00 P.M.-SV GREENPORT LLC, DBA SOUND VIEW GREENPORT#7630—(Adjourned from May 5, 2022) Request for a Variance from Article XIX, Section 280-86A(4); and Building Inspector's January 4, 2022 Notice of Disapproval based on an application for a permit to install a new 28 sq. ft.freestanding sign identifying Parking Area at; 1) as may be authorized as a variance by the Zoning Board of Appeal; located at 59670 County Road 48, Greenport, NY.SCTM No. 1000-44-4-5.1. 2:00 P.M.-SV GREENPORT LLC, DBA SOUND VIEW GREENPORT#7631—(Adjourned from May 5, 2022) Request for Variances from Article XIX,Section 280-851)(5) and Section 280- 851)(7); and Building Inspector's October 20,2021,Amended December 2, 2021 Notice of Disapproval based on an application for a permit to remove an existing freestanding sign and install a new 72 sq.ft.freestanding sign identifying Business Name at; 1)sign shall not be more than 24 sq.ft. in size; 2)sign shall not be located less than 15 feet from the pavement or five feet from the sidewalk and shall not be placed in the Public Right of Way; located at 58855 County Road 48, (Adj.to Long Island Sound) Greenport, NY.SCTM No. 1000-44-2-22. 2:00 P.M.-SV GREENPORT LLC, DBA SOUND VIEW GREENPORT#7632—(Adjourned from May 5, 2022) Request for a Variance from Article XIX, Section 280-85D(7); and Building Inspector's January 4,2022 Notice of Disapproval based on an application for a permit to install a new 54 sq.ft.freestanding sign identifying Business Logo; 1) sign shall not be more than 24 sq.ft.; located at 59725 County Road 48, (Adj.to Long Island Sound) Greenport, NY.SCTM No. 1000-44-2-23. 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:H24.38.28.228:2040/weblink/Browse.aspx?dbid=0. - I If you have questions, please telephone our office at(631) 765-1809,or by email: kimf@southoldtownny.gov. ISOUTHOLD TOWN BD OF APPLS 4 i i i 12fOb476-23c4-4ea4-9f39-60ccd901b594 kimf@southoldtownny.gov AFFIDAVIT OF PUBLICATION i The Suffolk Times Dated: May 19,2022 ZONING BOARD OF APPEALS, LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location): 53095 Main Road (Mailing/USPS) P.O. Box 1179,Southold, NY 11971-0959 i SOUTHOLD TOWN BD OF APPLS 5 12fOb476-23c4-4ea4-9f39-6Occd901bS94 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; May 26, 2022 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. 5;�� Signature Eliot T. Putnam Printed Name Subscribed and sworn to before me, This 26 day of May 2022 Notary Signatu e `,111unnni�q, OF NEW PORK ' NOTARY PUBLIC : rnm Notary Public Stamp (� 01ItE 398443 C '��� 11111111111111` I SOUTHOLD TOWN BD OF APPLS 1 i I i i t I TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of: MAILINGS STELLA MALLAS (Name of Applicant/Owner) 420 SUMMIT DRIVE, MATTITUCK, NY SCTM No. 1000-106.-2-8 (Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, (V)Agent MARTIN D. FINNEGAN with ;e at 13250 MAIN ROAD, MATTITUCK New York being duly sworn, deposes and says that: On the 16th day of MAY , 2022, I personally mailed at the United States Post Office in MATTITUCK ,New York,by CERTIFIED MAIL, RETURN RECEIPT REQUE=STED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current.assessment roll Verified from the official records on file with the(%�Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the app1icam s p� ert T (Signature) Sworn to before me this 6 day of MAY,2022 SCHWEITZER ANNALISE NOTARY PUBLIC-STATE OF NEW YORK NO.OISC6409457 (Notary u lic) QUALIFIED IN SUFFOLK COUNTY J [MY COMMISSION EXPIRES SEP 28,20 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. e • r Er- Doniestic Mail OWy • FT] I. rn LSM is fi� i t` l' "'A L (' m r �f` ) i1"fl ' � � � .� ..� � F oto W�-�M(r�f�3�0 r �` � �=: rU Certified Mail Fee rr I f Lf) t�°75 i 1952 (u Certified all Fee ,p �c ,t �., $ i C 31.6°(5 .� Extra Services&Fees(check box,add fee a prd2-te) 1.16 Ln $ Z16 ,..� ❑Return Receipt(hardcopy) $ 1=I 1,I Extra SeNices&Fees(check box,add tea asrap ri2te) d;ll_1ljl Postmark ❑Return Receipt(he copy) $ ' postmark ❑Return Receipt(electronic) $ I� []Return Receipt(electronic) $ — C3 ❑Certified Mall Restricted Delivery $- _91 i��+ Here Here a`` 3 ❑Certified Mail Restricted Delivery $ — ❑Adult Signature Required $ j' sT— r ❑Adult Signature Restricted Delivery$ r-°��- d ❑Adult Signature Required $ C Postage li ❑Adult Signature Restricted Delivery$ rl I $0.78 p Postage 7� rij $ 115=1612112■ ni $ ((j Total Postage and F s r` $ Fww� - 05/16/2). . e l t......_. °r v Total Postage and $ ho8 s Vlahos Irrevocable Trust n� Sent To :........ $ 0 Street and Efthalia Katos -_--,' Sent TO NIay Vlahos Irrevocable Trust F nj r' O Stree[andApt.Nt Katos D M Mattituck Trust r` 114 Country Club Road city;siale, 166-25 Powells Cove Blvd, Apt. 19AU;iy,'Sraie;ziP+d Port Washington, NY 11050 Beechhurst, NY 11357 MI I PosMAI Ital e • ■CETIFI ® ■ ■ ■ . o ■ ■ Ln r7T I. 0 I• • °O f1J M I r,1 I t , l' Na•C,r511 p t 1{ 79 �� " ` ti 15 L U 9D i c M b I t! s l I'� Certified Mail Fee °$' 7`r 095"?095"?rU Certified Mail Fee c -952 $ J G $ h_ _c Extra Services&Fees(check box add fee es�d ate) Extra Services&Fees(check box,add fee ap prop'hate) (1�' E]ReturnReceipt(hardcopy) $ ❑Return Receipt(hardcopy) $ %,(-1 11 1 ,O ❑Return Receipt(electronic) $ rf cil Postmark O [I Return Receipt(electronic) $ '�Imo!l Postmark O E]Certified Mail Restricted Delivery $ Here El ❑Certified Mail Restricted Delivery $ A Here t] E]Adult Signature Required $ (] []Adult Signature Required $ — i O []Adult Signature Restricted Delivery$ El Adult Signature Restricted Delivery$- Postage � Postage � $0.-18( f1J $0.73 f1J Total Postage and Fees 05/16/2022 r- $ 05/16/2!127 $7.53 rU Total Postage and Fees $S— To Sent To _............_ .. ...... .... ........_ .. .... 17-1 ru John and Helen Psaras __ SfieeeanifAp John Cleary Stieefand, 1.350 Central Drive r- 7916 5th Avenue ,Srate;zi, City;State, Mattituck, NY 11952 Brooklyn, NY 11209 e • ' • tri DofheStic 0ail Only coru I, • •14 L • • f • - - r--... \ •t!L` L 41.tzti !�'Ec '+�• i„§� R ru f1l •�4 �Lf� d € 1`T rrl _i it) dam. ru Certified Mail Fee IlJ Certified Ma(I Fee Ln d;: �c � 7.i 11952 Ln $ +._,°r _ i 195' Ln 1° Extra Services&Fees(check box,add fee a3 pro 'te) I 1` Extra Services&Fees(check box,add fee as`'a(iprb ri&te) 1J'- ❑Return Receipt(hardcopy) $ ;:-r -r G O ❑Return Receipt(electronic) $ 1"°1 1 t;� ❑Return Receipt(hardcopy) $ 111 Return Receipt(electronic) $ *!O— Postmark Postmark Y 0 ❑ _ Here ❑Certified Mail Restricted Delivery $ _ Here C3 �❑Certified Mail Restricted Delivery $—+H 11 HE D ❑Adult Signature Required $ 0 ❑Adult Signature Required $ I_°_J O �L 1°I_I�1❑Adult Signature Restricted Delivery$ f []Adult Signature Restricted Delivery$. Postage ru $ i rl J ru Postage $0.78 ^ J° $ jJ.�ll.b_!.ill. .....:...:. rl I Total Posta .... -. .... ..... . j l c f.16/2 1,)ry.:.._...., Total Postag ,� $ Doi 90S C. Van Slyke Lnt Deni&hos and Argiroula rU Sent To r-q Post Office Box 1191 Malo eras � ndA, gMattituck, NY 11952 r" 1200 Central Drive te,e Mattituck, NY 11952 X6153 MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION&PUBLIC HEARING STELLA MALLAS #7633 420 SUMMIT DKIVE, MATTITUCK,NY 11952-SCTM 1000-106.-2-8 106.-2-7 - 550 SUMMIT DRIVE Douglas C. Van Slyke Post Office Sox 1191 Mattituck, NY 11952 106.-2-14 Demetrios and Argiroula Kalogeras 1200 Central Drive Mattituck, NY 11952 106.-2-13 John Cleary 1350 Central Drive Mattituck, NY 11952 106.-2-9 - 250 SUMMIT DRIVE Thomas Vlahos Irrevocable Trust Mary Vlahos Irrevocable Trust 114 Country Club Road Port Washington, NY 11050 106.-1-40 - 305 SUMMIT DRIVE John and Helen Psaras 7916 5th Avenue Brooklyn, NY 11209 106.-1-48.1 - 365 SUMMIT DRIVE Efthalia Katos Katos D M Mattituck Trust 166-25 Powells Cove Boulevard, Apt. 19A Beechhurst, NY 11357 106.-1-42.2 - 475 SUMMIT DRIVE Dimitris and Katerina Zouzias 141-53 South Drive Malba, NY 11357 U.S.Postall Service"" CERTIFIED o RECEIFO, M o P• esfic Mail OnlyId� MM "PsFeng 11A LL 7 7E7 ru Certified Mail Fee Ln $ $'075 I l9 j2 _ 06 Extra Services&Fees(checkbox,add lee as te) ❑ Return Recelpt(hardcopy) $ MI-110 0 ❑Return Receipt(electronic) $ 9 j;9 Postmark E3 [:]Certified Mail Restricted Delivery $ _ Here C3 E3 Adult Signature Required $ TT— []Adult Signature Restricted Delivery$ C-3 Postage fu $11,78 r'- Total Postage and Fees 051/16/2022 $7.53 r, $ ..........._...- fu Sent To oDimitris and Katerina Zouzias � Sf�eef and Apt. 141-53 South Drive City State,ZIF Malba, NY 11357 e e • • e • • ■ Complete items 1,2,and 3. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. g............ Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D If YES,enter delive. Is delivery address different ffaddress b low•1? ❑No ry Demetrios and Argiroula Kalogeras 1200 Central Drive Mattituck, NY 11952 3. Service Type ❑Priority Mail Express ❑Registered MaiIT"''d ❑Adult Signature 111 Adult RR Adult Signature Restricted Delivery ❑Registered Mail s#rlcted Certified MailO Delivery ❑Certified Mail Restricted Delivery ❑Signature Confirmation T^' 9590 9402 7451 2055 9524 78 ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number{Transfer from service label) .n insured Mail I Mail Restricted Delivery 7021 2720 0001 4523 2628 over $ over$500) Domestic Return Receipt PS Form 381!11,July'.2020 PSN 7530 02 000-90531 i _ __—_—_ -- ■ Complete items 1,2,and 3. A. ignature ❑A nf' ■ Print your name and address on the reverse X ddressee so that we can return the card to you. B. a 've tnt C. at f Deivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. VC's. 1. Article Addressed to: D.J el' ery ess d'ffernffrom*item es .................._.......,................................... ... .� If h£ ,e er el �ry address below 2 No Thomas Vlahos Irrevocable Trust Mary Vlahos Irrevocable Trust MAY 18 2022 114 Country Club Road / J Port Wasbin on, NY 11050 �- 3. Service Type ❑Priorityj1aail Express® ❑Adult Signature rr Reg,,'llss etered Mailr" El Adult Signature Restrict— `1rtJe[y7Sp` r gistered Mail Restricted )Certified Mail® Delivery 9590 9402 7451 2055 9524 54 El Certified Mail Restricted Delivery ❑Signature ConfirmationT" ❑Collect on Delivery ❑Signature Confirmation 2. Article Number((ransfer from service label) [3Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail 7021 2 7 2 0 0 0 01 4523 3366 I Insured Mail Restricted Delivery �(over$500) Domestic Return Receipt P8 Form 188 T l Uul'y1202UPSN 7500'-02-000-9053 _ fi TOWN OF SOUTI-IOLD ((�� ZONING BOARI) OF APPEALS 4U SOUTFIOLD, NEW YORK AFFIDAVIT U OF In the Matter of the Application of: POSTING STELLA MALLAS (Name of Applicants) COUNTY OF SUFFOLK STATE OF NEW YORK with ji office 13250 MAIN ROAD, MATTITUCK I, MARTIN D. FINNEGAN ung at ------------------- ,New York, being duly sworn, depose and say that: I am the ( ) Owner or(\4 Agent for owner of the subject property ath On the ! 1 day of MAY ,20 22,I personally placed the Town's Official Poster on subject property located at: 420 SUMMIT DRIVE MATTITUCK, NY 11952 , The poster shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts. giving notice of the application or petition,the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall beset back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing of JUNE 2, 2022 (Owner Agent Signature) t� 7� Sworn to before me this Day of MAY ) 20 22 I zd1'e&j& Notary Public) E CHWEITZER ANNALISE Y PUBLIC-STATE OF NEW YORK NO.OISC6409457 LIFIED IN SUFFOLK COUNTY MISSION EXPIRES SEP 28,20 d. ■ Complete items 1,2,and 3. A. sig ure ❑Agent ■ Print your name and address on the reverse X W-Addressee i so that we can return the card to you. p g• Received by(Printed Name) C. Date Delivery s Attach this card to the back of the mail iece, or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes __._........__._..... if YES,enter delivery address below. ❑No f J01zn Cleary i 1350 Central Drive Ma_ttituck, NY 11952 I f 3. Service Type ❑Priority Mail Express® II II I I II ILII�I��I�I ���I �III�I III I� ❑Adult Signature ❑Registered MajlTM I ❑Adult Signature Restricted Delivery ❑'Registered Mail Restricted Certified Mail® Delivery 9590 9402 7451 2055 9524 61 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationT"' ❑Collect on Delivery ❑Signature Confirmation _2 Article Number(Transfer from service labe0 ❑Collect on Delivery Restricted Delivery Restricted Delivery ❑Insured Mail ?021 2 7 2 0 0001 4-523 2 6 3 5 ❑(over$500)Mail Restricted Delivery PS'Fo`rr4t`8811,`ibi)kk PSN'Wd-02-06d-90531 Domestic Return Receipt 4 A.AA:64WtiL.i.1.af6-•Z.1U6 .?YWYib4 4, "4., Y S'1V(v�Jv ii.i.,, lj?i%'ii Il:•tt 'yii.S �.'tf":e,",v:VWw!.C�a'�•'.R'f�5•Y:'a•.u.7.S�'.•"t"'a`:�e:�.c*T%'�.n.r,<.y'K, FINNEGAN LAW, P.C. 13250 MAIN ROAD P.O. BOX 1452 MATTITUCK,NEW YORK 11952 (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NOKTHFORK-LEGAL.COM Via USPS Regular Mail May 18, 2022 Town of Southold Zoning Board of Appeals Attn: Kim Fuentes 53095 Route 25 Post Office Box 1179 Southold, NY 11971 Re: Southold Zoning Board of Appeals Variance Application Owner: Stella Mallas Premises: 520 Summit Drive, Mattituck, NY 11952 SCTM #: 1000-106.00-02.00-008.000 Dear Kim: With respect to the above-referenced matter, enclosed please find the original Affidavit of Mailing along with the mailing receipts for filing with your office. If you have any questions regarding the enclosed, please feel free to contact me. Thank you for your attention to this matter. Very truly ours Martin D. Finnegan MDF/as Encl. ■ Complete items 1,2,and 3. A. a ure a Print your name and address on the reverse X 1:1 Agent so that we can return the card to you. 11 Addressee ■ Attach this card to the back of the mailpiece, B• R rived 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 \ .............................-....._....-.........._......................_.__...._..............._......_.......... .- If YES,enter delivery address below: ❑ o Dimitris and Katerina Zouzias 141.-53 South Drive AMalba, NY 11357 l 3. Service Type 17 Priority Mail Express® 11 Adult Signature ❑Registered Ma1ITM W❑}>,dult Signature Restricted Delivery ❑Registered Mail Restricted Certified Mail® Delivery 9590 9402 7451 2055 9524 23 El Certified Mail Restricted Delivery ❑Signature ConfirmationTM O Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery -- ------ -------- — - ❑Insured Mail 7021 2720 0001 4523 3403 ❑Insured Mail Restricted Delivery I (over$500) PS Form 38111,July 2020 PSN y5t30-021000'005 I l 1 Domestic Return Receipt ■ Complete items 1,2,and 3. A. Signa ■ 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 different from item 1? El Yes --- -----------........ _ If YES,enter delivery address below: ❑No Efthalia Katos f Katos D M Mattituck Trust 166-25 Powells Cove Blvd, Apt. 1.9A i Beechhurst, NY 11357 i - - - 3. Service Type ❑Priority Mail Express® �IIN 111 I ���I�I��I�I �I IN�I����I1111 ���I� 11 Adult Signature El Registered Mail q�4dult Signature Restricted Delivery ❑ Restricted Mail Restricted 7�Certified Mail® Delivery 9590 9402 7451 2055 9524 30 El Certified Mail Restricted Delivery ❑Signature ConfirmationT ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer.from service-label)- - ❑Collect on Delivery Restricted Delivery Restricted Delivery ;7021 2724 0001 4523 3397 1 nsured Mail I ;, 7(over$500)il Restricted Delivery PS Form 3811,July M0 PSN 7530'-02-OOb-9053 Domestic Return Receipt ■ Complete items 1,2,and 3. 7,rted ■ Print your name and address on the reverse Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, Name) C. D SD liv�or on the front if space permits. S 1. Article Addressed to; D. Is delivery address different from item 1? ❑Yes .,:_.-.... ...-...... --...............................-.:..—.-.. --. .. .._-.........__.....-..........,...........,......._.. _........ If YES,enter delivery address below: ❑ No . John and Helen Psaras 7916 5th Avenue Brooklyn, NY 11209 — - 3. Service Type 0 Priority Mail Express@ ❑Adult Signature ❑Registered MailTM OAdult Signature Restricted Delivery [I Registered Mail Restricted Certified Mail® Delivery 9590 9402 7451 2055 9524 47 0 Certified Mail Restricted Delivery ❑Signature ConfirmationTm ❑Collect on Delivery ❑Signature Confirmation ❑_ Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from sert ice label)--- - - Insured Mail ?021 2720 0001 -45Z3 -3-380-- Insured Mail Restricted Delivery (over$500) l PS F6rm 3811,July 2b)of SN 75130-02L f)00�6053 Domestic Return Receipt 4kdLeAllos, Elizabeth From: John Cleary <soundvue3@aol.com> JUN O 12022 Sent: Wednesday,June 1, 2022 1:21 PM -3-3 To: Fuentes, Kim Zoning Board of Appeals Cc: Sakarellos, Elizabeth Subject: Varience application Stella and Perry Mallas 520 Summit Dr., Mattituck, NY To; Southold Town Zoning Board of Appeals From: John Cleary 1350 Central Drive Mattituck, NY Subject: Varience Application 520 Summit Drive, Mattituck, NY 11952 Bringing your attention to a little history, the dwelling just to the west of the applicant constructed a substantial addition to the residence causing a significant depreciation in the value of the home to the south when it was offered for sale.. The survey identifying a original SNV property monument was moved 12 feet south of the original proper location. The identified pergola has no measurements and was constructed on cement footings and appears to be 10 feet from the property line. There are no measurements for the cement and stone BBQ identified on the survey. There are no measurements for the chicken coop identified on the property lines. How many chickens are usually kept there? Not identified on the survey is the well or the cesspool where the pool is planned. The planned two story garage 20'X 38' The house addition identified as existing 19' 8"from property line where the original plan required 20' set back from the property line. I believer that the rear of the residence is overbuilt as existing and am apposed to any variance Respectfully, John Cleary ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i {yM i RECEIVE LETTER IN SUPPORT MqY 3 12022 Zoning Board of Appeals Town of Southold Zoning Board of Appeals PO Box 1179 Southold,NY 11971-0959 Attn: Kim Fuentes kimf(a-),southoldtownny.gov Attn: Donna Westermann donnaw@southoldtownny.gov Re: Area Variance Application of Stella Mallas 420 Summit Drive, Mattituck,NY 11952 SCTM#1000-106.00-02.00-008.00 To the Members of the Zoning Board of Appeals: ' I/We reside in the Captain Kidd Estates community near the Mallas property. I/We are aware of their request for a rear yard setback variance to renovate and reconstruct their single- family dwelling, and their requests for yard variances for the construction of an accessory two- car garage and swimming pool in the side yard and to allow an existing coop to remain in the southeast corner of the premises. I/We believe that the proposed construction will be in character with the other houses in the community and will have a positive impact on the neighborhood. We have no objection to the granting of variances. v y: Address: ,3C5 Se,,-N a1/4--P r. N • n frc� By: Address: LETTER IN ST PPQ—RT Town of Southold Zoning Board of Appeals PO Box 1179 Southold,NY 11971-0959 Attn:Kim Fuentes f IU�f✓�� Attn:Donna Westermann RECEIVED Re: Area Variance Application of Stella Mallas 420 Summit Drive, Mattituck,NY 11952 MAY 2 7 2022 SCTM#1000-106.00-02.00-008,00 - Zoning Board of Appeals To the Members of the Zoning Board of Appeals: I/We reside in the Captain Kidd Estates community near the Mallasroe I/We are p p rt3'• aware of their request for a rear yard setback variance to renovate and reconstruct their single- family dwelling; and their requests for yard variances for the construction of an accessory two- car garage and swimming pool in the side yard and to allow an existing coop to remain in the southeast corner of the premises. I/We believe that the proposed construction will be in character with the other houses in the community and will have a positive impact on the neighborhood. We have no objection to the granting of variances. By= tivo .taLlaecfetS Address: Zb o L kr c vi v-C. 1 �1c-k1: L ,N 1kC �'2 By=`Dei►-eek rite S k t©15-�uS Address: I Z 0 D e v-J'✓c'-4 " VA VC eMAMV tx/(6Qa7)a� >> LETTER IN SUPPORT �� [Zoning ECEDAppc.-,�Is Town of Southold Zoning Board of Appeals PO Box 1179 AY 2 Southold, NY 11971-0959 Board Attn: Kim Fuentes ki.nif@southoldtownny.i�ov Attn: Donna Westermann donnaw@southoldtownnv.gov Re: Area Variance Application of Stella Mallas 420 Summit Drive,Mattituck,NY 11952 SCTM#1000-106.00-02.00-008.00 To the Members of the Zoning Board of Appeals: I/We reside in the Captain Kidd Estates community near the Mallas property. I/We are aware of their request for a rear yard setback variance to renovate and reconstruct their single- family dwelling, and their requests for yard variances for the construction of an accessory two- car garage and swimming pool in the side yard and to allow an existing coop to remain in the southeast corner of the premises. I/We believe that the proposed construction will be in character with the other houses in the community and will have a positive impact on the neighborhood. We have no objection to the granting of variances. Y� J dl�y f StS Address: 30 5 S UH R I T" DR, M �1 I`NcLc,rt y FIRS By: Address: BOARD MEMBERS ®f S®Uj Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora3 Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �f�C®U Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, JUNE 2, 2022 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, JUNE 2, 2022: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Details about how to tune in and make comments during the PUBLIC HEARING are on the Town's website agenda for this meeting which may be viewed at http://southoldtownnv.govlagendacenter. Additionally, there will be a link to the Zoom Webinar meeting at http://southoldtownnv.qov/calendar.aspx. 10:40 A.M. -STELLA MALLAS #7633— Request for Variances from Article III, Section 280-15; Article XXIII, Section 280-124; and Building Inspector's December 15, 2021 Notice of Disapproval based on an application for a permit to demolish and construct a single family dwelling, construct an accessory in-ground swimming pool, construct an accessory garage and legalize an "as built" accessory coop at; 1) dwelling located less than the code required minimum rear yard setback of 50 feet; 2) accessory garage located in other than the code permitted rear yard; 3) swimming pool located-in other than the code permitted rear yard; 4) coop located less-than the code required minimum rear yard setback of 10 feet; 5) coop located less than the code required minimum side yard setback of 10 feet; located at 420 Summit Drive, Mattituck, NY. SCTM No. 1000-106-2-8. The Board of Appeals will hear all persons or their representatives, desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Click Link: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. If you have questions, please telephone our office at (631) 765-1809, or by email:kimf@southoldtownny.gov. Dated: May 19, 2022 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 r Laserfiche Instructions for Zoning Board of Appeals Records Xkl �µ +�a E#t xr1SF x5 'rs r f.4 4,- ��?r '•.- I r# '��+�� ' �px°i�' wy.sw `r GOvernmenl Sen•)ces \!istting 3' s Hots rs- 1 151" � •C�a �^ �� '^ �a `tr'�, ,� r `��� ,� �Y, �- .�"��r �"�" r<�a,{x� 'i s���h� trf �.c�,. �,s���;5,� ;o;, w t.. a � xs ,�� '� 't �`x,:.�i ��; 5�" `'��`•`� c kt.`�� �fi'r �'�F� � `rv,�4 �� •fiv �� a ,x't{*:• �' � �.�T�i� �.54 Y { � $x'o ���fx �� k 0� r �. y .Yri b1,d'< � �z3u��:.y � y i ,, A� _` ��r 4�",pb#r? t � v'^ 's �i 4s' ��/, •`"�"'23"y.. t ti< i ".0i t 1 t 4'-? o n , NE' !irn L ic4i a`L+.,,+i ff t 4.F• r s, -<F3 3 'x >ih 'c 1 5 - ,,' ) r r,•a ® 'r,�`4it"' tw .,:�TC �z. ^e'�,r' r`®t��.fi?•'=7 '#Va s Y Stgn!Lp onctls�,.a� � �� ✓rh�Mmtytts 1�`� c { r �•��Y W'y Your b'lls'4 4}'cbLnl.r l.ascrfichq,; ,t Forms/ApPh�auons`s.1, uz',;'.d.''.Ep?�4,�h...,x ,��Lifi�an.,�<bs?`:51�..r'u..a t.�^�... .u�fcw�c..�L°..�_i'u?-.�:x...rv,'bi���ajsr..'N-�.s`'ay,Tr'.ltw�z`v�li>iAr,x a�'yi.�s..r-�-�x:.r;•.:-,"��dn-...a..s."`.�.`.u:xxa.�.-.;�:. 1.�:�`.�d:;;4 Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche: Laserfiche WebLink ntywN 1,k I Help abut I stgn Curt a .n............ _-- ..... Home Browse search TOYmOfSOutlmld TownOfSouthold Name Page count ':Template name., _ .._ __ _._Y .. ..... Erl Tam Clerk 5: Eptly Properties - �Tnwn Historian Path iru5ie2s 1pv,•nOfScutitold ,..1 Zoning ecard of appeals(ZBA) Creation dace 5!5;2014 1152:41 AAt s Pale.2 of 2 First It 1 =I 2, 20 Entries Last modified z Hietadaw i�n1Cta:latii::>S�h 1C':] [tiff-r-!-cava«r^:Kne P.e xa Z;•taLaN[�r'ne`,4+teT�59±._.!51:SL�4ar�tr...-r.�n 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 WebLink -- - ;. ttyP.'ebu rk I Help I-bout I Sign Out .._,.......-- __ ..._........._..----_._. __ ..._ _ ......._... ._—..__.... .._.. .._._ .... ..... ... ..._.._....... ........._. .............._ ... ._...... ........... Home Browse Search TomnOfSouthold>Zoning Board of Appeals(ZBA) :aa• 3 5' a� -. 3•Y f•. ill`.:.it Zoning Board of Appeals Name page count Te pate game -* (ZBA) I r,Alphabetical Index R EntryProperties Board ACtions ___....._........_......._.___.__................. �7]Laserfiche Search Guides 1 Path —Nieeung Schedules Town015outholotZoning Baur . i ofAppeals,(ZBA) MlnutesrAgendasrLegal Notices'Hearings l Creation date tu,pending 71100M-,2:17:15 P%4 - t Reports Last modified I :123120171 1:07:14 AM fu Special Event permits -- -- -------.-.-.-- ;x,Training Requirements ZBA Offidals !. a Mecadata. - �____.-__.......:.......:.:..._.__..:_. ..._:� fZ2,ZBApollcies No.T.eW^tlala a55iN ed U Exceptions List Code 280.10C(3) 1 lurisTiction Listing 1 ocedure&Resu hz I ZBA Book of Mapped 1977 Existing Lots 199 om/healtWp p mcariU;e;2..j Bulk Schedules 5 Agreements.Contracts&Lea,es Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. ( MostV'isitetl t GettmgStarted ttY Sobthold NY,Ofhaa ,��Net7ero fvty NetZero'.: DatKDuraticn Galcula TownOfSouthold` W t Southold Cdr Laserfehe WdbLink Home Browse Search Townbf5outhold>.Zon(ng Bgard'of Appeals(ZBA)>BoarclActions'>Pending Pending l Ekz 9025 MAIN ROAD LLC;CARDINALE Ent.yP.opefies - ..:.._ ------------ ;�CRLREALTY-4Vithd'rawn Path JEMCAP SD 1 LLC ' RF�e��Gb•{144 t�0�4��1�x� I tiW „„y,,1�� ,,`'1'P � k I PECONIC RECYCLING TRUCK kM'[c` �Y• �k i F� THE ENCLAVES Creation date 07370-Frend 1000-128-6-6 31281201711:3(5:07 AM ' t7j#7379-Sofutions East 1000-13-3-1 Last modified I 1319P020.3:58 58 PM i -L)#7383-Spiller 1000-59-5-8.3 -- ---'----------- tn, #73345E-HNF Resorts,Mydon Resorts-Campground-1000-40-3-5 10e Ta #7335 SE-Fried 1000-50-1-13.1 No metadats assigned 'vn#7386 860 Bayview Drive-LLC 1000-37.-5-10.1 ' l#7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE.PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128.-2-20 j #7389 Benic 1000-71-1-4 #7406-Kappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 Laserfiche WebUnk = — ® MywehLin61 Help 1 About 1 S,gn Out -- — --- ------- ------__-----------------____2222 2222------_2222-- 22222222---'--- --------- Home Browse Search TawnCfSoutheld>Zoning Board of Appeals{2BA.>Board Actions ' Board Actions `Name — — page count 7emplatE namer4 '� tM { wr - 3 E7,1957-1979 Entry Properties ._._--..___._.....____.:.._....___.._...—_..� L 1900-:999 + Path 2000 TovanCf50uthN..dtZOning Bcard . afAppeal5(ZBW\ecartl Actions EZ,' Creationdate mf 2002 7110!2001 12:21:15 Pea 2003 Last modified 2004 - 3128.201711:36.07 AM :.._T.__._.__..._—.....__._�._...-- tQ 2005 2 Metadata t.",�2006 No rnetad.a assigned -�.2007 F,:-,2008 - 2008 u 2010 filth/pap--sm_+Vse_y� '.,pe 2011 4.. 1 7,2012 En 2013 4 2014 tit 2015 LZ;2016 ^y f-i 2017 `-ct pending 22_- ----__ - ;bee!ch!- ..Srn itnlp P Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". om arpwm Beard, twrrwsma;d>z..,��+,1a.:,worFncez3lnrt>eJva+;rr.�>.201: . ala„ <w i wn5683 367 ficard ARicm Entry FrOpeM1ies - BaudKrons Path 6997 9fi Boardhtdon3 =!•!rna�urw,a>J,r•- u 700, to suroxn9m :.ev,nc0,7 ;rte 66 award Kn9m Creation date - i7on 75 e1,•d Kd9m iwzr.�?aan:ra+ 011 7$ board MMM' tan modified ` E,Mfa Itb 6aaMKtbns .- ., .. efl:475 8: fiaartl K[•cns Me[aWN �7416 83 Bba•d:cacm U.nY•.+data a•.'vr� [' 70+] :0 69artl Actions -.a 56 Board—; ro2o w —dnaan 70., 59 9oard Aa9m �,101. 75 Baard.Klens ij 7013 335 1o1:d.3n11; �:0}J M 6aa.da.Icns -, 715 .lo —d-- ­6 cardAcacn3M 6 .i 6aa'd axiom 7017 a0 a9ard Mc,d (�7079 t3 9aud,.s-�o,x j,tt:GE9 3 fiaartl Anm:,s Above: See listed File Numbers. Click on file you are searching. - Laserfiche Instructions ZBA Files Page 4 cashel Above: In addition searching by file no.You can also use the above search tool by typing the name or title of the applicant. Laserfiche WebLirik Home Browse Search C stemch 1! Sart results by. Relevance Records M n oe—r se- 7016 7016 a field nam< Hoard Actions-83 p ige(s) i chnase fie:W - Page count-83 Template name:Board Actions pSRaset) Page 3._:Colin and Kristen Cashel PROPERTY LOCATION:162 Lower Shingle Will,Fisher... Page 4...19,2017 x7016.Cashel SCTM No.1000.9.1-26 minimus approval to remo... Page 5._y'.9.2017 x7016.Cashel SRM No.1000.9-1-26 GRANT:the variances as... Search[erms I page 9...COL IN&KRISTEN CiSHEL SECTION 009 BLOC.. --""--'- "- I ` Page 20...Thomas Ahlgren(Cashel).PO Box 342 Fishers lsland.NY... Show more information... N 7018 Board Actions-SG page(s) Page count:56 Template name:Board Actions Page 48...9:30 A.M.{OLIN CASHEL AND Variances under Article Id,Section.ANN... Page C3...anCe(5)KRISTEN CASHEL57016-Request proposed trellis located in other ma... Show more Information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche WebLink '` :.t N:co nt:�; H'.P i AU—'.t s:; Home Browse Search Tew;tG.50u[h d t Zoning Board of Appeals(eBA)I MlnuteslAgendasaegal NoticeS/Heanngs Minutes/Agendas/Legal Name Page co ht plate name Notices/Hearings ' imp 1957-1979 Entry Properties 1 1980-1959 2000-20o9 Path 1010 Ttrr,[1C'Souft.iin uzoning'Board of apl.'ea15 4;t 2011 (.'.Bt,7".-linutes'AneisaasiL,�! NttticesJl Q-a _ 2012 Creation date - 01,2013 'i U%2•X!i 2,.,:,JPh? -.2014 Last modified 2015 E'1:151A Pre" 2016 Metadata -;2017 No rrtadato assi led Page I of 1 11 Enn Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche Web Link WVVebUrk f FICIP I About I Home Browse Search TowrOf5outhald>Zoning Board of Appeals(ZBA) h`[in1j*esiASendas2LeY_al Noticesii iearings 2017 Name Page count 2017 Temp!- A -- ZBA-01105/2017 7 Entry Properties ZBA-01105/2017 Agenda 4 Path ZBA-01105/2017 Hearing 40 TownOfSouthola'Qoning Board of Appeals ZBA-01105/2017 LN 3 fZ13A)Wl11U1e&-'Agend3S(Le&,l ZB.A-01119/2017 2 NoliceslHearirig512017 ZBA-01/192017 Agenda 2 Creation date 1 1 211 61201 6 115:14 PM ZBA-02!02/2017 7 Last modified i h,ZBA-02/02/2017 Agenda 4 611')/:017459:59 PM ZSAM/0212017 Hearing 45 Metadata. Z13A-02102/2017 LN 3 ZOA-02116120i 7 Agenda 3 No mpladatta assigned t C. ZBA.02.11612017 Special 3 L-�ZBA-03102/20177 :edura&Rviulu -Ihealth/paL-sjm,�,-U-21 ZBA-03102/2017 Agenda 4 ZBA-03102/2017 Hearing 65 U1 26A-03/0LN 3 ZB,4,0311612017 Agenda 3 ZBA-03116/2017 Special 3 ZBA-0410612017 5 L�ZBA-04(0612017 Agenda 4 �ZBA-04/06/2017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold, New York 11971-0959 , Fax(631) 765-9064 ZONING BOAR® OF APPEALS DATE: May 2, 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 June 2, 2022 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 shouRd be done no Rater than May 24,2022.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 hearing9 Members of the Board of Appeals will each conduct a personas gnspection of your property. If a Board member reports that there is no signage visibly on display as reouired by law, your scheduled hearing will be adnourned 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 May 249 2022, 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 LISPS 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 May 16, 2022. 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 kipAksoutholdtownngov_or elizabeth.sakarellos cgtown.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting"as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors >Assessment Books/Tax Rolls >2010-2021 > 2021 http://southoldtownny.gov/DocumentCenter/View/8779/FinalRoII202 I-Amended :IMPORTANT INSTRUCTIONS: 'Scan and email the'USPS mailing receipts, green signature cards and affidavits to kimfksoutholdtownny.LFov, and ** PROMPTLY USPS MAIL** the ORIGINALS to the.Town of Southold, ZBA, P.O. Box 1179, Southold, NY 11971. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. Fuentes—Board Assistant rlvTl �. Ur , t:ARI0 1 The following application will be heard by the Southold Town Board of Appeals at Town Hall , 53095 Main Road, Southold: The application will also be available VIA ZOOM WEBINARm Follow linkmhttp://southoldtownny.gov/calendar NAME : MALLAS , STELLA, #7633 SCTM # E. 1000- 106-2-8 VARIANCE : YARD SETBACKS & LOCATION REQUEST: DEMOLISH & RECONSTRUCT SINGLE FAMILY DWELLING , CONSTRUCT ACCIY INGROUND SWIMMING POOL, 8 ACC9Y GARAGE , LEGALIZE AS BUILT ACCIY COOP DATE : THURS . JUN . 29 2022 10 :40 AM !ou may review the file(s) on the town's website under Town RecordslWeblink: ZBAIBoard Actions/Pending. ZBA Office Telephone (631 ) 765-1809 BOARD MEMBERS ®f so Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road o P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. a0 54375 Main Road(at Youngs Avenue) Nicholas Planamento C® Nil Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD June 22, 2022 Tel.(631) 765-1509 o Fax (631) 765-9064 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 RE: Appeal No. 7633,Mallas 420 Summit Drive, Mattituck,NY SCTM No. 1000-106-2-8 Dear Mr. Finnegan; Transmitted for your records is a copy of the Board's June 16,2022 Findings, Deliberations and Determination, the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Be sure to submit an application along with a copy of the attached determination to the Building Department. Please be sure to complete and sign the enclosed two Property Owner's Statement and return both copies to our office. Also, please note conditions of approval pertaining to"As Built" structures. Pursuant to Chapter 280-1406(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 with requesting extensions in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy and may require a new application for variance relief with public hearing before the Board of Appeals. If you have any questions, please don't hesitate to contact our office. SincerQ,ly, `fes Kim E. Fuentes Board Assistant Encl. cc: Building Department Revisions 08-23-96 11-21-97 11-17-99 12-06-99 .................................................... .13 08-01-01 OJT 10-29-01 - 5 11-21-D7 ,fie`' � ' y OB-20-D2 _ %9�. 3,.. 3s r.. sa RTti c?% _ ,fir• a 10-21-02 s OQ- 3 12-24-02 e'v'. r� Sv l 1 •. v <1 A ',, t� s. °RD l5 02-21-03 "i` '. 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