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Home My WebLink About7473 7a ppod h f DrLv lot $ olv 5h6fccqorf 74-73 4001 L4A r 0sfirucr6►r9 -Fecn f -i %k orf �fi�cx�f► pec �g� -lay � I'd Z► Off9"ted i CHECK BOXES AS COMPLETED C �� ( ) Tape this form c a I ( ) Pull ZBA copy o tD 4' ( ) Check file boxes y, i ( ) Assign next nun outside of file f( ; (�) Date stamp enti rn -1 '-0 � 00 < o file number 3_ " o Q r r ( ) Hole punch enti (before sending o < U wChcu — 1 Create new IndE Ln ( ) Print contact info o .p - ( ) prepare transmi -oo z ( � Sdnd:'original aV o to fdwn Clock m tote,4 rim f j--------=end-tope-to--nsl� ( ) Copy-County Tax - rieighb,Qrs and A( ( ) Maks 7 copies ar, ( ) Do mailing label w Qui 06 Cpl ►��z, + BOARD MEMBERS ®F $o(/ Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� iife®0 53095 Main Road•P.O.Box 1179 Patricia Acampora_ ~ ® Southold,NY 11971-0959 Office Location: Eric Dantes C#43 Town Annex/First Floor, Robert Lelmert,Jr. • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OIyCOU Southold,NY 11971 http://southoldtowimy.gov —� ZONING BOARD OF APPEALS � "�MkM TOWN OF SOUTHOLD [4E (9 12:01�Vll Tel.(631)765-1809•Fax(631) 765-9064 AR 2 4 2021 old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF March 18,2021 ZBA FILE: 7473 NAME OF APPLICANT: David Zappula PROPERTY LOCATION: 810 Linnet Street, Greenport,NY SCTM No. 48-3-13 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 H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 20, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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 6,277.799 sq. ft. parcel located in an R-40 Zoning District. The property has a 50.17 feet frontage on Linnet Street along the northerly property line, then turns south for 125.21 feet to rear lot line, where it runs 50.11 feet east before returning 125.2 feet north back to Linnet Street. The property is improved with and existing one-story dwelling, and a two-story frame garage with apartment above as shown on survey prepared by Treimane A.Eason,L.S.,dated September 17,2020. The second floor of the garage is a legal apartment. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's December 23, 2020, Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single-family dwelling; at 1)located less than the code required minimum front yard setback of 35 feet; 2)more than the code permitted maximum lot coverage of 20%; located at: 810 Linnet Street, Greenport,NY. SCTM No. 1000-48-3-13. RELIEF REQUESTED: The applicant requests variances to demolish and reconstruct a single-family dwelling with a front yard setback of 15.3 ft where a 35 ft minimum is required, and a 26.9% lot coverage where a maximum of 20% is required. Page 2,March 18,2021 #7473,Zappulla SCTM No. 1000-48-3-13 ADDITIONAL INFORMATION: As per testimony from the owner's representative, the house is not being fully demolished,and the improvements are interior renovations with a new second floor over the existing footprint. The owner has applied to the Building Department for a Pre-CO for the as built dwelling and the garage with a legal apartment on the second floor has a pre-CO. The house is attached to the Village of Greenport sewer system, so no sanitary permits are required. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 4, 2021 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The majority of this project is for a second-floor addition over an existing dwelling with a non-conforming front yard setback. This neighborhood has many two-story houses, and the proposed addition will be taking place within the existing footprint of the house. Therefore,the character of the neighborhood will not change. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the location and size of the existing house and the accessory garage, any additions,even a second floor as proposed would require setback and lot coverage relief. 3. Town Law&267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 56%relief from the code for the front yard setback and 34%relief from the code for the lot coverage. However,the structures on the property currently exist with the benefit of pre-certificates of occupancy, and the proposed second floor addition to the dwelling will maintain the pre-existing non-conforming front yard setback and lot coverage. In addition,there are numerous lots in the neighborhood with non-conforming front yard setbacks and lot coverage. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law U67-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a proposed second floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans (Sheets A-1, A-2, A-3 and A-5 thru A-8)prepared by Thomas Reilly,P.E. last revised January 21,2021. Page 3,March 18,2021 #7473,Zappulla SCTM No. 1000-48-3-13 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de min imis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Acampora, Dantes, Lehnert, and Planamento This Resolution was duly adopted(5-0). XK"ei44DZIL,. anes Weisman, Chairperson Approved for filing -�?/ /2021 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 PROPOSED FIRST FLOOR LIVING SPACE (220.0 SQ. FT.) EXISTING SECOND FLOOR LIVING SPACE (492.75 SQ. FT.) TOTAL LIVING SPACE IS 712.75 SQ. FT. w 4" SPHERE UNABLE N 82°45'20" W TO PASS THRU 50. 11 ' 22'-0" 40 P.T. POST WITH SIMPSON 4' CHAIN LINK FENCE ----- ------- BCS2-2/4 POST CAP --G' STOCKADE FENCE 16'-4" 51-80 ANCHOR & SIMPSON ABU44 POST BASE INSIDE DECORATIVE COL. BALUSTERS 0 1 WOOD " 22. STEPS 6 MAX. 5" O.C. PLATS I - - _ _ _ _ _ _ (2) 2x8" ROAD OVER PATIO F I W I I OF TO B DEMOLISHED FT 1 I 2,.x8�, FLUSH NAILER I I o * HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND 2 STO Y ST Y2 LAG BOLTS I 11 �1 I CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200 Ibs. FRA E I STAGGERED 24 O.0 I r x I I I I � CONCENTRATED LOAD IN ACCORDANCE TABLE R.301.5. 00 I I W/ SIMPSON HU28'S I1 °O °x° I N * HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT 1 GABA E N op 1 1 00 1 � I I Gp�F 1 ? LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL AS � r' ! � � PER SECTION R311.7.8.2 I LOT AREA = 6277.79 SQ. FT. w I I ADD NAILERS TO PERIMETER I I N I 2"x6" F.J. ® 16" O.C. o N * ALL NEWLY CONSTRUCTED STAIRS HANDRAILS AND GUARDRAILS I GARAGE AREA - 492.75 S4. FT. OF EXISTING STAIRWELL I i i MAIN HOUSE AREA - 1119.13 SO.FT. TO BRING FIRST FLOOR I I I NEW 2"X8" FLR. JSTS. IN THIS N M . SHALL CONFORM TO SECTION R311.67 OF THE 2015 IRC. 10.01 1 1 REAR DECK AREA - 47.6 SQ. Fr. -----J TOTAL SO FT. OF BUILDIINM AND REAR DECK- 1659.48 SQ. FG LEVEL IN THIS AREA I I i CONC. APRON 1659.48 (MAIN BLDG./OEM GARAGE) DNDED BY 6277..79 SQ. FT. (LAT AREA) I I AREA TO FLUSH UP FLOOR SYSTEM I � _ _ _ _ _ _ _ _ _ _ _ J L_ —. _ _ _ ABOVE (ALL ONE LEVEL) � _ _ _ _ _ _ _ _ " i 1 . = 26.4 S OF LDT OCCUPIED — - - - - - - - - - - - - I 0'-11y" NOTE I STAIRS TO BE ALL LUMBER TO BE PRESSURE TREATED LUMBER o DEMOLISHED 6" SPHERE UNABLE M 36" ACCESS I i TO PASS THRU ASPHALT DRIVEWAY LO 00 Ln , 1 I I EXIST. 2"x10" F.J. I x _- == _I-_ I I % LO `' l N i 16" O.C. L -- - Ii; i 0 , ,_ " 1- - - ri'* RAILING DETAIL t0At 1 , o MAP I I � 6 0 NO CHANGE � -__ ( I ADD NAILERS TO PERIMETER - SCALE: NTS ' o ,T�� OF EXISTING STAIRWELL TO BRING FIRST FLOOR I S ® EXIST. 2"x10" F.J. I LEVEL IN THIS AREA w I T O Q i i 1 10 16" O.C. I w i ` / ; 13)e : 7 J L - - �- - - - - - - - - - - - - - - - -� j w i X16.4' / ' -- - - Ln 06 \ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ PROPO ED FIRST REAR BOILER 11'-9" REFERENCE R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE 0 CONC. �0 DECK (47.6 SQ. FT.) DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION I- N N I 1W I I FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST ASTM E 1996 STOOP 6 N I I I AND ASTM E 1886 AS MODIFIED IN SECTION 302.2.1.2.1. GARAGE DOOR GLAZING OPENING �D STEPS rn I I I I I PROTECTION FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF AN APPROVED --- o> OIL TANK tD rz 3-1/2" DIA. X 1/4" STEEL 1 I IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. 1 1 o PIPE COL, ON 3'x3'x1'-4" DEEP 1 z � i I i CONC. FTG. I i i 1I i DEMO EXITING PR OSED 2ND STY. W TABLE R301.2.1.2 ADDITI (1119.13 SQ. FT.) 00 _I_J I I F WINDBORNE DEBRIS PROTECTION FASTENING STOOP AND STEPS #6, SCHEDULE FOR WOOD STRUCTURAL PANELS I , EXIST. 2"x 10" F.J. I i t5 Q 7 STORY 1 — N I I 16" O.C. FASTENER TYPE FASTENER SPACING (INCHES) FRAME ( I rn I PANEL SPAN PANEL SPAN PANEL SPAN j S� x o U D WELLING 4 FEET 6 FEET < 8 FEET O 7'-0" C.H. O NO CHANGE 17 >1 i NO. 8 WOOD SCREW BASED 16 10 8 N Q ANCHOR WITH 2" EMBEDMENT LENGTH _ zI I L-I-J I (z N I W I I 9 NO. 10 WOOD SCREW BASED N Q 1 Ln I 1 W I I� ANCHOR WITH 2" EMBEDMENT LENGTH 16 12 9 -1 EXIST. 2"x10" F.J. t° d " 16 16 16 °O I R aX I D 10O 1/4" LAG SCREW SCREW BASED 23.1 C'41 I o� v~i I I I N ANCHOR WITH 2 EMBEDMENT LENGTH 10.6 16.2 �I 1 16" O.C. o cO FOR SI: 1 INCH=25.4 mm, 1 FOOT-304.8 mm, 1 POUND=4.448N, 2 2 1 J I j 1 MILE PER HOUR= 0.447 m/s. Q ih WOOD - - - - - - - - - - - - - - - - - - - - - - - - - A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS, Vint AND A 33 FOOT MEAN ROOF HEIGHT, PLANTER B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 6 - - - - - - - - - - - - - - - - - - - - - - - - - - -I FASTENERS SHALL BE LOCATED NOT LESS THAN 1" ROM EDGE OF PANEL. I 2 1 100.33' TIE I I 1 I C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH STORAGE1 1 I OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN ---------- - 2-1/2" FROM THE EDGE OF CONC. BLOCK OR CONCRETE. l-"_37' CHANGE EXIST. 2"x10" F.J. 0 I I D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 16" O.C. 1 I VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 POUNDS. CONC. WALK � I IEXIST. 2"x10" F.J. ® 1 ---------------------------- --------------- ---------- I 16" O.C. 1 I I SECTION P3103 VENT TERMINALS ------ ----- ----- _'� -------------- -- - ------ L — J S 82046'10 E EDGE ----QF PAVEMENT-- 2 7,pP I P3103.1 ROOF Df�N. OPEN VENT PIPES THAT - - - - - - - - - - - - - - - - - - - - - - - - - I EXTEND THROUGH A ROOF SHALL BE TERMINATED1 - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - NOT LESS THAN 6 INCHES (152MM) ABOVE THE ANTICIPATED 50. 17' SNOW ACCUMULATION, WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR 23'-2" PURPOSES, OPEN VENT PIPES SHALL BE TERMINATED NOT LINNET �LESS THAN 7 FEET (2134MM) ABOVE THE ROOF. P3103.2 FROST CLOSURE. WHERE THE 95.7 PERCENT VALUE FOR THE OUTSIDE DESIGN TEMPERATURE OF 0•F (-18'C) OR LESS, A-3 VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS OF THAN ELBE MADE NOT THAN 3 INCHES M ( ELR1 LESS VENTSHA OOT. (304.81MM) SURVEY BY d INSIDE THE THERMAL ENVELOPE OF THE BUILDING. 3 PLOT PLAN T. EASON LAND SURVEYOR Ki_ FOUNDATION BASEMENT FLOOR PLAN SCALE: 1"=10'-0" 27 POPLAR STREET - SCALE: 1/4"=1'-O" PORT JEFFERSON STATION, NY 11776 JOSEPH TRAVAGLIA Project Number Sheet Status S o DBA : DESIGNER DRAFTING SERVICES — Sheet Title No: Date: Issue: No: Date: Issue: o� ADate 8-27 20 Sheet Number 1' 8-29-20 EXWW CONDITIOM8 r„ `� 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - ■_ TELE. 631 697 5693 Scale AS NGiED PROPOSED RENOVATIONS Z 1-13-21 UPQAM AS PER TOWNS REQUEST ' ` A 1 THOMAS D. REILLY, P.E. Project 3L n 1-21-21 UPQA?ED AS PER 7OWHS ROQUESf Draw V„ ��ESS1oNP� 4 BEZEL LANE - SMITHTOWN, NY 11787 Check '� #611 LINNET STREET — GREENPORT, NY , of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 12 PROPOSED FIRST FLOOR LIVING SPACE (220.0 SQ. FT.) EXISTING SECOND FLOOR LIVING SPACE (492.75 SQ. FT.) TOTAL LIVING SPACE IS 712.75 SQ. FT. Ii. 4" SPHERE UNABLE N 82°45'20" W TO PASS THRU 50 A 11 4' CHAIN LINK FENCE 22'-0" 4x4 P.T. POST WITH SIMPSON BCS2-2/4 POST CAP G' STOCKADE FENCE 16'-4" 5'-8" ANCHOR do SIMPSON ABU44 POSE BASE ""' a4 " INSIDE DECORATIVE COL BALUSTERS ® 1 ♦ WOOD 6 PLATS 1 - - - - - - - - - - - - - - - - - - - - - — MAX. 5" O.C. X22. STEPS (2) 2"x8 1 ROOF D OVER PATIO F , I TO DEMOLISHED 2"x8" FLUSH NAILER I I o I 2 STO Y W/ y2" LAG BOLTS I 11 �I I * HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND STAGGERED 24" O.0 ( 11 ;�1 I CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200 Ibs. FRA E p� I i I W/ SIMPSON HU28'S °x° I CONCENTRATED LOAD IN ACCORDANCE TABLE R.301.5. I 00 �' * HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT 1 GARA E N CO I00 1 CR,a W SPACE � ;�� -- I I oo LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL AS r I W I ADD NAILERS TO PERIMETER `� PER SECTION R311.7.8.2 I LAT AREA = 6277.79 5 ' �• GARAGE AREA 49275 'SQ. FT. I ( 2"x6" F.J. 0 16" O.C. o • _ OF EXtST1NG STAIRWELL 1 � N * ALL NEWLY CONSTRUCTED STAIRS, HANDRAILS AND GUARDRAILS I TO BRING FIRST FLOOR I I N SHALL CONFORM TO SECTION R311.67 OF THE 2015 IRC. I MAIN HOUSE AREA = 1119.13 SOST. LEVEL IN THIS AREA I I I NEW 2"X8 U. JSTS. IN THIS 10.0 I REAR DECK AREA • 47.5 SQ. FT.MTAL SO Fr. OF BUWNGS AND _ DECK- — I AREA TO FLUSH UP FLOOR SYSTEM �'�., � ---———J 1&59.48 MA!N 8!D(�./DEq(• GARAGE DMDED B'Y 8277.7979 SQ. (LOT - - - -- - - - - - - - - - - - - � L -- — TABOVE (ALL ONE LEVEL) 1 CONC. APRON 2.2 W — -� — — — I 0'-11y" NOTE : : 26.4 S OF LOT OCCU6 M 1 I I I STAIRS E ALL LUMBER TO BE PRESSURE TREATED LUMBER DEMOLISHED O 36" ACCESS I I I 6" SPHERE UNABLE M I A5PHALT DRIVEWAY TO PASS THRU • I I I I fZo o EXIST. 2"x10" F.J. 0 R — -I LnC LO N I 16" O.C. p L ; I 0 RAILING DETAIL I , 7'-0' C.H. _ I O �, 1 ( ADD NAILERS TO PERIMETER ' O �� MAP 1 �5 NO CHANGE L _ — I I OF EXISTING STAIRWELL - SCALE: NTS 1 Vi TO BRING FIRST FLOOR EXIST. 2"x10" F.J. 0 I I LEVEL IN THIS AREA W i 1 S E D� I I i D Cs o I 1 10 16" O.C. I I z A ZeD 3 S10�, 717 � '°� - - - - - - i o I 16.4 �/ jt- - - -- - - - - - - - - - - - - - - - - - -� j 0 / PROPOLED .FIRST REAR 11'-9" REFERENCE R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE U / " /% DECK6 SQ. FT.) BOILER I 0 CONC. ' DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION t- N 1`� I I FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST ASTM E 1996 N STOOP nj.s' I ( AND ASTM E 1886 AS MODIFIED IN SECTION 302.2.1.2.1. GARAGE DOOR GLAZING OPENING LO 5TEP5 / PROTECTION FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF AN APPROVED --- rn r` I I OIL TANK t° 3-1/2» DIA. X 1/4" STEEL I I IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. --- 10 PIPE CONCC�TG ON 3'x3'x1'-4" DEEP I I z � 1 2 I I I � � F- I i �b' PR OSED 2ND STY. I � TABLE R301.2 DEMO EXITING �I I I I C •1.2 STOOP AND STEPS ADDITI (1119.13 SQ. FT.) d L-1-J I I,� w WINDBORNE DEBRIS PROTECTION FASTENING #6 11 i N � m I SCHEDULE FOR WOOD STRUCTURAL PANELS m . EXIST. 2 x10 F.J. ® I Q 7 S TOR Y 1 i .r I I FASTENER SPACING (INCHES C14 16" O.C. FRAME U FASTENERTYPE PANEL SPAN PANEL SPAN PANESPAN W 01 DWELLING 7'-0" C.H. S4 FE6 FEET 0O _I 8 FEET NO CHANGE TM p i ; N0. 8 WOOD SCREW BASED 16 10 8 N Q L J I I z ANCHOR WITH 2" EMBEDMENT LENGTH IW I I NO. 10 WOOD SCREW BASED N Q 1 (� 1 I I ANCHOR WITH 2" EMBEDMENT LENGTH 16 12 9 I LU I "x m00 I I P NSSII I I1 I I 1/4" AG SCREW SCREW BSEDEXIST. 2x10F.J. ® 16 16 16 10 2I N ANCHOR WITH 2EMBEDMENT LENGTH 3.1 . 16.2, 16" O.C. o CD FOR SI: 1 INCH=25.4 mm, 1 FOOT-304.8 mm, 1 POUND=4.448N, J 1 _ _ __ _ _ _ J I .I 1 MILE PER HOUR= 0.447 m/s. Q WOOD A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS, V„k AND A 33 FOOT MEAN ROOF HEIGHT. '� PLANTER B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. I- - - -- - - - - - - - - - - - - - - - - - - - - - - -� I FASTENERS SHALL BE LOCATED NOT LESS THAN 1" ROM EDGE OF PANEL. z 2 1 100»33' TIE I I I C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH STORAGE1 I I OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN -------------- - - - - - - - 1 I I 2-1/2" FROM THE EDGE OF CONC. BLOCK OR CONCRETE. s- 7'-0" C.H. EXIST. 2"00" F.J. 0 I I D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING NO CHANGE 16" O.C. VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 POUNDS. j I ( CONC. WALK x1EXIST. 2" 0" F.J. 0 1 I ---------------------------- --------------- -- - I SECTION P3103 VENT TERWNALS -- - ------------------------------------------------------------ - — I S 82046110" E EDGE OF PAVEMENT L - - - - - - - - - - - - - - - - - - - - - - - - J i P3103.1 ROOF DRENSION. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED = ?1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NOT LESS THAN 6 INCHES (152MM) ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER. WHERE A 50. 17, ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, 23'-2" OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR _ PURPOSES, OPEN VENT PIPES SHALL BE TERMINATED NOT LINNET LESS THAN 7 FEET (2134MM) ABOVE THE ROOF. S P3103.2 FROST CLOSURE. WHERE THE 95.7 PERCENT VALUE FOR THE OUTSIDE DESIGN TEMPERATURE OF 0'F (-18'C) OR LESS, A-3 VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES (76MM) IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT. (304.8MM) SURVEY BY : d INSIDE THE THERMAL ENVELOPE OF THE BUILDING, rFN PLOT PLAN T. EASON LAND SURVEYOR i FOUNDATION BASEMENT FLOOR PLAN - SCALE: 1 10'-0" 27 POPLAR STREET SCALE: 1/4"=1'-0" PORT JEFFERSON STATION, NY 11776 JOSEPH TRAVAGLIA n � Project Number Sheet Status %deal vc� No: Date: Issue: No: Date: Issue: co Sheet Title Sheet Number DESIGNER DRAFTING ER ES Date 8-27-20 1. e-27-20 EXISMcomwn" W. P 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N S 2" 1-13-21 UPDATED AS PER ? S T �f �`, � ¢�� Scale AS ITED .,_- .f� Project Title 1 & 1-21-21 UPDATED AS PER T Rif =v `''°�"'- Draw L� 043595 �� THOMAS D. RE ILLY, P.E. °rEssio� 4 BEZEL LANE - SMITHTOWN, NY 11787 Check ,� 611 LINNET STREET - GREENPORT, NY i of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 ALL WOOD DECKING 22'-0" (PRESSURE TREATED LUMBER) 36" WOODEN HANDRAIL AS 16'-4" 5'-8" PER NYS BUILDING CODE 22'-0" 8'-2n " 10' 4x4 P.T. POST WITH SIMPSON "- loBCS2-2/4 POST CAP 5'-11" 10'-5" 5'-8" LT EXISTING WINDOWS TOANCHOR & SIMPSON ABU44 POST BASE FOR HANDRAIL INFO INSIDE DECORATIVE COL. ! ' BE REPLACED WITH SEE DETAIL 2/A-1 6" .. — ; AIAP NEW (2) 28"x38"DH WIN r " Z L (2) 2-x8-HDR. 15'-6" n i; JAN 15 2021 0A TPnI.J !'��olv� t0 z Q U J I O� 2 C> o � w M = 1 SEP UPS ' ( I �` / �``3 _ 00 3~ ? 00 z I I ! STEPS UP °O oO ROOF BELOW �\ Oma' '2 - x N = N = O I I I I Z W 00 0 N Jf I Q N I 00 00 S N v L' REMOVE EXIST.'' J z C.Dz N NEW DINING AREA WINDOWS AND = 0 1 v `�' REPLACE WITH N REMOVE EXIST. REAR z cn cn 8-2" C.H. x DOOR PATCH TO MATCH W m W NEW SLIDER = N 30"x36" DH 30"x36" DH j ^ EXT. WALL SYSTEM - 0 l I I EGRESS WIN. EGRESS WIN. o �. 2 1-3 4 x11-7 8 ML 1 (2) 2x6 HDR. _ _ © I ( ) / / I I II (2) 2x6 HDR. 7 CSx ® II ,� r W oN N o M5 I I `/ 10'-8" 10'-4" o CFM L�- -- Inr7U I L _ _DW - -� `') 0o NEW 2"x8" C.J. F_ - --0V GFI_ . FAI �L�_J (� 16" O.C. BEARING WALL BATHROOM REF. KIICHEIIJI r - z N — N o p0 J1iGL1lLLL - - - - 8'-2" C.H. I I Tn o? _ " I — � s —o C.H. 00 OXLO 6 rn =x r BDRM• I o REMOVEPLATFOOOR(& 3'-7 1 2" // `�' - -° \ Qi z °Mo W N „ �r 8'-0" C.H. PATCH TO MATCH / 2068 ^�= 0 41-20) EXT. WALL SYSTEM NEW FLUSH (3) 1-3/4"x7-1/4" ML_ r r _ ` 0 - -I r - - - -- - , CLO. NEW 2"x8" C.J. SF �ER X W/ (2) 3/4"x7-1/4" ISLAND I I x N " = z STEEL PLATES I . �, o0 "' ® 16 O.C. o -- •-- _ - N CV I - - - -- - r- --- -. -. . O m X w \ f J z � 2068 N M w I ih =o=o o DESK :t I 1 I \ " " 7 -5 " w c5 o f 2668 N__ - I 7'-5" [ _ -'_X - - y EX. 2 x8 F.J. 16 I\ o z = N UTILITY CLO. of N X —M~ ;_. _` O.C. (V.I.F.) 3 X CLO. N I ; 0 0o LIN. REMOVE EXIST. v 0o 2068 �' WALLS AND STAIRS z10 (2) WINDOWS N DOOPOCR vim_ 111 in TO BE DEMOLISHED o N - - _ _ - I _ p�Tu o 2 2"x8"HDR. o = Z N PATCH TO MATCH = II c�a = ,n 00 = z RA _ _ o 1J EXT. WALL SYSTEM 1 DN. TO -� N 3 0 -0" C.H. I °° N UTILITY I x \ I ILO rn I '� BSMNT. m X w 00 = = N I N N x CLO. 0141 I 1 c7 w m N o ^ _ _ _ _ -1 �:, (2) 2"x8"HDR. c i z 3 00 _ _ — -- -- M w I rte, 0V� 2068 DN. v I a� =x N z_ BARN 3' MIN. III DECO2ATIVE COLUMN TO N DOOR c`a 1 00 N = 3 DOOR I i FALL DIRECTLY ON \ I i STEEL COLUMN BELOW iv z 1 DBL. FRAMED N co.�_ " " " \ 3 d N w PULL-DN. STAIR EX. 2 x8 F.J. ® 16 -- o \ M\_ N 11 ( = x (ATTIC ACCESS) b `�NI i N o 00 rC14 tI N O.C. (V.LF. 1'-9" REFERENCE C14w N �' XMC 1 i I OPEN STAIRWAY ! W = REMOVE EXIST. r X o II- - - - -I 100CR2020-RO \ w _ o LIVING ROOM (lr - -- - WALL WITH - - 24" ROUND v= MASTER BDRM. o (2) WINDOWS I rn \W I RAILING 1 " j PATCH TO MATCH 8'-2" C.H. W/I CLO, o\ 1 8'-0 C.H. EXT. WALL SYSTEM _ M r7 , n C.H. r `� I 8 -0 co N o x I11X00 = REMOVE EXIST. DOOR I a' _J CO UP Lo PATCH TO MATCH EXT. _ = o M 5" WALL SYSTEM n " z o 3 1 NEW 2"x8" C.J. _ I ( NEW 2x8 C.J. " o Ico C%J11 tO 'i @ 16" O.C. (� 16 O.C. x N N 11'-on III .n 11'-4 1/2"/_11C001 w 6'-6" 16'-0" 4 = o C zMW=O (2) 2"x8"HDR. (2) 1-3/4"x11-7/8" ML (2) 2"x8"HDR. (2) 2"x6"HDR.v (2) 1-3 4"x9-1/2" ML (2) 2"x8"HDR. - - — - --- - ---- 24"x80" PIC. WIN 24"x80" C. WIN (1) 4" o I -24"x8O" PIC. WIN-- ---- --24"x80" IC. WIN-- STEP UP 0 0 _ ( ) _ 1 = I 100 1 _-___-- --- _------_._._STEP UP_.. Oo r 00co _X r r a0 _ —RAI ((�� r" " M x x N M M x �_lNCON L. N N I N _ __--�— —N _ I_ ,^� r7 1 ^ 00 00 — ^ 00 1 9» 1 I g EQ. qQ. EQ. - —EQ. -- --- LM (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR.- (3) 2"x8" HDR. (3) 2"x8" HDR. FOR HANDRAIL INFO SEE DETAIL 2/A-1 NOTE: (3) 6" ALL HEADERS TO HAVE 4"x4" 3'-7" 8'-3" 7'-3 1/2" 4'-0 1/2" STEPS UP POST, BOTH SIDE UNLESS OTHERWISE SPECIFIED ALL WOOD DECKING 5'-7 1/2" 5'-11" 7'-6" 4'-1 1/2" 23'-2" (PRESSURE TREATED LUMBER) 44 P.T. POST WITH SIMPSON 36" WOODEN HANDRAIL AS 16'-1 1/2" 69_0" BCS2-2/4 POST CAP ANCHOR & SIMPSON ABU44 POST BASE PER NYS BUILDING CODE INSIDE DECORATIVE COL. 23'-2" 1 - DENOTES CARBON MONOXIDE DETECTOR / A-3 1 SMOKE DETECTOR: SHALL BE WIRED INTO A-3 THE HOMES ELECTRICAL SYSTEM AND SHALL HAVE A BATTERY BACK UP IN CASE OF POWER LOSS r2N\ SECOND FLOOR PLAN rl-'N\ FIRS' FL OR PLAN - SCALE: 1/4"=1'-O" SCALE: 1/40.=1'-0" NOTE: SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SHALL CONFORM TO R314 AND IFC 915 AND APPLICABLE CHAPTERS OF APPENDIX J AS PER 314.2.2 OF THE 2017 NYS SUPPLEMENT Project Number Sheet Status /F-sea)V No: Date: Issue: No: Date: Issue: �� ,� DBA : DESIGNER DRAFTING SERVICES Date 6-27-20 Sheet Title Sheet Number 1. 8-27-20 EXIS71NG CONDITIONS < '\ 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVATI 0 N S Scale AS NOITM " Project Title A 2 3rF � THOMAS D. REILLY, P.E. Draw LL 4 BEZEL LANE - SMITHTOWN, NY 11787Check ,�11787 #611 LINNET STREET — GREEN PO RT, NY 2 of 8 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 1 11 12 SEE DETAIL #1 & 11, DWG. A-7 FOR 2"x10" RIDGE BM. RIDGE VENT DETAIL & STRAPPING ROOF CONSTRUCTION RIDGE VENT CEIL. HEIGHT EL.= 19'-4" 2"x6" @ 16" O.C. ASPHALT ROOFING ON - — - - - - - - - - - - - - - - - - - - - - - - COLLAR TIES 1/2" EXTERIOR PLYWOOD SHEATHING 15 Ib. FELT ,) RIDGE VENT 2"x8" ® 16" O.C. R.R.'S ROOF SHINGLES AS PER OWNER �,,,.✓ SNOW & ICE SHIELD FROM EVES EDGE TO POINT A, MIN. OF 24" PAST THE WARM SIDE 12 2-O" OF WALL LINES (SEE DETAIL #6, DWG. A-7) JAN 15 2021 FINAL PROP. VINYL SIDING, TYP. 6 F _ in METAL CONNECTORS AS REQ. r , AS SELECTED BY THE OWNER 2"x4" TIES X 48" LONG ® 16" O.C. 2"x4" TIES X 48" LONG @ 16" O.C. SEE DETAIL #6, DWG. A-8 v�C Ci) FOR SOFFIT VENT DETAIL SCE DECI " �l;; :ax ti 1W r y, • ALUM. GUTTERS & LEADERS ON 3CEIL. HEIGHT EL.= 19 -4 ( k' XrY`. �� `` ti'x ` LL PROP. FASCIA P. COLOR TO BE " " " " 37 VENTED SOFFIT TO CODE ��- 3-07 � ( 1/2 SHEETROCK NEW 2x8 ® 16 O.C. CJ. `� INSUL. � `"'�� ZL SE_ECTED BY THE OWNER) R-15 INSUL. TAPED AND SPACKLED WALLS AND CEILING WALL CONSTRUCTION _ " = BDRM• R-15 INSUL. 12" OH 2"x4" ® 16" O.C. WALL STUDS TO EXTEND TO DOUBLE C3 = 4"x6" P.T. POST WITH SIMPSON 12 OH o TOP PLATE W/-3.5 BATT INSUL. (R-15) MASTER BDRM. � a'—o" C.H. = BCS2-2/6 POST CAP ANCHOR -oo " 8'-0" C.H. t° 00 & SIMPSON ABU46 POST BASE ; _ i I j jI �; 8'-0 C.H. 1/2" SHEETROCK SIDING AS PER OWNER ON ON 1" RIGID INSUL (R-4) INSIDE DECORATIVE COL ;i ;i TAPED AND SPACKLED ON 15 LB. FELT ON 1/2 PLYWOOD SHEATHING CONCEALED ;i 'I I FOR SEE D�AIFLOOR,DWG. A-7 WALLS AND CEILING FLASHING (TYP.) j 12:. H _ FIN. FLR. EL.=_11'-4" _ _ _ _ _ _ _ _ _ _ --1 _ SEE DETAIL #6, DWG. A 7 FOR SOFFIT VENT DETAIL 00 Y ,� 1', '' V, �, ;� xa ,; '1 ; ,�X k� L l�,. X , `"X 'vVvYI �'\ X /Vi' `, ..'V e.�,F ,�ti�. •�.- ` N W CEIL. HEIGHT EL.= 10'-6"_ _ Y� ✓, �% w; `."' Vvv ALUM. GUTTERS & LEADERS 4"x6" P.T. POST WITH SIMPSON " " " % PROP. FASCIA, TYP. COLOR TO BE BCS2-2/6 POST CAP ANCHOR NEW 2"x8" ® 16" O.C. FJ. (2) 1-3/4"W-7/8" ML NEW 2x8 0 16 O.C. & SIMPSON ABU46 POST BASE R.R.'S W/R-22 INSUL. SELECTED BY THE OWNER) — INSIDE DECORATIVE COL. Z 0 METAL CONNECTORS AS REQ. R-15 INSUL. — LIVING ROOM KITCHEN NEW DINING AREA FOR HANDRAIL INFO x " SEE DETAIL 2/A-1 8'-2" C.H. v 8'-2" C.H. 8'-2" C.H. R-15 INSUL. 1/2" SHEETROCK ALL WOOD DECKING E ! ! u li '�' TAPED AND SPACKLEDEXISTING WALL CONSTRUCTION v (PRESSURE TREATED LUMBER) oo WALLS AND CEILING 2"x4" @ 16" O.C. WALL STUDS TO EXTEND TO DOUBLE 36" WOODEN HANDRAIL AS j TOP PLATE W/-3.5 BATT INSUL. (R-15) r tD Q " I EXISTING 2"x10" ® 16" O.C. FJ. R 3� EXISTING 2"x10" ® 16" O.C. FJ. PER NYS BUILDING CODE „ FIN. FLR. EL.= 2=.4 _ _ _ _ _ _ _ _ _ _ SIDING AS PER OWNER ON ON 1 RIGID INSUL. (R-4) RE . 'YfC� J `�Y .": ? y r ON 15 LB. FELT ON 1/2" PLYWOOD SHEATHING to %K GRADE ELEV.= 0-0 -� " GRADE ELEV.= 0'-0" °°x EXIST. (2) 2"X6" N SILL PLATE BEYOND EXIST, UNFINISHED EXIST. CRAWLSPACE EXIST. 4"X6" BASEMENT EXIST. FOUNDATION CONSTRUCTION CONT. TIMBER GIRGER 7'-0" C.H. Q 8» POURED FOR STORAGE II CONCRETE FND. (V.I.F.) 8x16" POURED CONCRETE SPREAD FOOTING (V.I.F.) 2"x8" R.R. ® 16" O.C. i 3-1/2" DIA. X 1/4" STEEL PIPE i COL. ON 3'x3'x1'-4" DEEP CONC. FTG. KiSECTION THRU MAIN HOUSE FRONT TO BACK SCALE: 1/4"=1'-O" I m w 2"x8" R.R. ® 16" O.C. c� 0 o ROOF 4" V.T.R. 4" V.T.R. 4" V.T.R. ' N BATH _2" — — T — i i I TABLE P3201.7 SIZE OF TRAPS -11/2 , 1/2»� �1 1/2' I I FOR PLUMBING FIXTURES I2» I I I 2"x8" R.R. ® 16" 'O.C. WC I I LAv I I TRAP SIZE � 2 1/2' I I I I Tub i I I I PLUMBING FIXTURE MIN. (INCHES) SECOND FLOOR I I I I I ` BATHTUB (WITH OR WITHOUT SHOWER 3" 4" 2" 1 1/2• I I HEAD AND/OR WHIRLPOOL ATTACHMENTS) 1-1/2 KITCHEN BATHI __—J n» ?" I BIGET 1-1/4 1 1/2 T-1 1/2' I CLOTHES WASHER STANDPIPE 2 g SINK SINK I2 L �.� c3 1-1/2 WC I I LAV I I DISHWASHED ON SEPARATE TRAP 1-1/2 — - —o — " OW I SHOWER I I +,-2 1/2 6-2 1/2' FLOOR DRAIN 2 o�� to +9 FIRST FLOOR l O I J I I _ KITCHEN SINK (ONE OR TWO TRAPS, WITH OR WITHOUT 1-1/2 2" 2" 2" I I DISHWASHER AND FOOD WASTE DISPOSER) / 3" 4" 2" 1 1/2' I I LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1-1/2 oxo N 2" _ — — -� I LAVATORY 1-1/4 1 2' SHOWER (BASED ON THE TOTAL FLOW RATE THROUGH SHOWERHEADS AND BODYSPAYS) — BSIvINrr. FLOOR FAI I " W D FLOW RATE: — 1-1/2 5.7 GPM AND LESS MORE THAN 5.7 GPM UIP TO 12.3 GPM 2 2" 3" 4" 2' 11 1/2' 3' 4" 2» 1 1/2' MORE THAN 12.3 GPM IUP TO 25.8 GPM 3 3" SOIL MORE THAN 25.8 GPM IUP TO 55.6 GPM 4 3" STACK FOR SI: 1 INCH = 25.4mm 3IIIIIiROOF PLAN CO CO CO SCALE: 1/4"=l'-O" d TO AN APPROVED � SANITARY 4" C.I.H.T. SEPTIC SYSTEM 2 PL UMBING RISER DIAGRAM SCALE: 1/4"=l'-O" Project Number Sheet Status P�`G 1Se r'\ Sheet Title Sheet Number No: Date: Issue: No: Date: Issuer �� DBA : DESIGNER, DRAFTING SERV ICES Date 8—�7—� �o 18-27-20 yam, 4p<�=!• "� 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 •�► ��/ /�GH PROPOSED R E N OVATI 0 N S �27—LiNi�11�VY��7 h i �—" t' lk� Scale f1J L Project Title A- 3 k-_ THOMAS D. RE ILLY P.E. Draw LL \ 043591�j �✓ 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET — GREENPORT, NY a Of s Check TR 1 1 2 1 3 1 4 1 5 1 6 1 7 l8 \ 1 9 1 10 11 12 . oZ • N RIDGE VENT JAN 15 20LI RIDGE VENT gk RIDGE HEIGHT EL.= 26'-0" ! RIDGE HEIGHT EL.= 26'-0"_'J T=LT. 1 i IJ ROOF SHINGLES AS PER OWNER ROOF SHINGLES AS PER OWNER T ' LLALLL 12 12 12 � FINAL &JAp 0 8 8 o PROP. VINYL SIDING, TYP. 6 f- AS SELECTED BY THE OWNER z z Z �� D ►�60S'0 13 Y ZSA E9 CEIL. HEIGHT EL.= 19'-4" - CEIL. HEIGHT HEIGHT_EL.= 19'-4T -� - - - - - - - - - - - I - ' - - - - --- --- D / #DA PROP. FASCIA, TYP. (COLOR TO BE _ 1 SELECTED BY THE OWNER)1=71 _ 24"x80" PIC. WIN 24"x80" PIC. WIN 3068 DOOR 12 n OH - - _ PROP. VINYL SIDING, TYP. _ Il - I. o�n _ xH _ - CONCEALED AS SELECTED BY THE OWNER FLASHIING (TYP.) DH 30 x36 DH LO EGRESS WIN. ---- EGRESS WIN. EGRESS WINJ. 12 UJ UJ FIN. FLR. EL.= 11'-4" 0 - - - - » - - 4 1 - - - - - - - —w - - - - I' 1 'I +' I rrJ!, FIN. FLR. EL.= 11 -4 x J (L'. ' r ' ,iiD 1i� -ii - - -w ----- - = N) CEIL. HEIGHT EL.= 10'-6- -8 - - - - - - - - --------- -- ------ -- -_ - - CEIL.-HEIGHT EL.= 10'-6"- - z - - - - - - - - - - -- - --- — -------- - ---- - - z FOR HANDRAIL INFO - -- - n n - 0 SEE DETAIL 2/A-1 - ALL WOOD DECKING 24"x80" PIC. W �IF IN 24"x80" PIC. WIN - 3068 DOOR = - - w (PRESSURE TREATED LUMBER) --- - w FOR HANDRAIL INFO - - 72"x80" LEFT HAND " SEE DETAIL 2/A-1 36 WOODEN HANDRAIL AS �� I� ALL WOOD DECKING - - FOR HANDRAIL INFO (2) SLIDING DOOR I I I I ( _ i I - SEE DETAIL 2/A-1 PER NYS BUILDING CODE I i I t z � = z , - - „ » - i + Ij _ -- (PRESSURE TREATED LUMBER) i ' - (2) 59.5 x35.5 RIGHT- U-) Z ALL WOOD DECKING 00 N 36" WOODEN HANDRAIL AS to - EXISTING WINDOW TO HAND SLIDING WIN. (PRESSURE TREATED LUMBER HAI - ,,� UOCR2020-RO - IN._FLR. EL.= 2'-4* FIN. FLR. EL.= 2'-4- 28"X38"PER NYS BUILDING CODE - _ H N 36 WOODEN HANDRAIL AS - - - - - - - - _ - — - ( 24" ROUND IT NEW o „ - -- - x -- - - - - - - - - - - - - - - -- I -- x.�.� �.,ti,,.:,,�>, •;.;,r ;��,�y,µ�� °.{ %,.''�,; >`� I , , �. ,•,;5k , ',x;.y• DH WIN � i41.k !• '' x. :,.>'.`t `�. >.d•% Ykr.''.x. 7� < . X„'d`s`�;y: �YXYrx' .' LIJ GRADE E » I x�h \ GRADE ELEV.= 0'-0" n —0- GRADE ELEV.= )r } . — r J r1_"\N .FR0NT NORTH ELEVATION 2 SIDE WEST ELEVATION z SCALE: 1/4"=l'-O" - SCALE: 1/4"=l'-O" :2 _ 0 i N RIDGE VENT - --! - - - - - _RIDGE HEIGHT EL.= 26 -0 RIDGE HEIGHT EL.= 26'-0" RIDGE VENT L ROOF SHINGLES AS PER OWNER L- I � ' �1� ''I 1 i� I I �l _ ROOF SHINGLES AS PER.OWNER � U 12 12 12 12 6 -1 6 0 0 8 � 8 I � � I Ll w w 0 0 z z 11 111111 Jill 11 M CEIL: HEIGHT EL.= 19'-4 CEIL. HEIGHT EL.= 19'-4"_� 0Elj�70H - U_ U_ 48"x12" PIC. WIN - -- - - 12" OH - CONCEALED FLASHING (TYP.) _" CONCEALED _____________24"x36" o = " „ n „ DH WIN---- 0 30 x36 DH 30 x36 DH -- -- ----- -- 30"x36" DH -- - ----- p �I --. 1 FLASHING (TYP.) ------_---__..._-_------._ -- ; , Tn ;n EGRESS WIN. EGRESS WIN. PROP. VINYL SIDING, TYP. 12 EGRESS WIN. _ -__ ! I -- -- ---- -- ---------------------- AS SELECTED BY THE OWNERJ -- --- --- --- --- i - - - z i W o - --- 4 r- - --- - - I- _ --- --- ------------- - --- --------------- ------ - ----- ------ _._..---- i -- - - w - - - - - - w - - - - - - -- ------------ ------- -- - _ ---- ---- --- ---- io -w FIN. FLR. EL.= 11'-4" FIN. FLR. EL.= 11'-4" -w - - - - - - _ _CEIL. HEIGHT EL.= 10'-6- CEIL. HEIGHT EL.= 10'-6" 0. _ L Li FOR HANDRAIL INFO o a - --_- -_ - - SEE DETAIL 2/A-1 0 0 ALL WOOD DECKING = - - -'---- ---'--- --- - (PRESSURE TREATED LUMBER) w �' LJ �28"x38" DH WIN _ 28"x38" DH WIN-_ __._ __ _28"x38" DH WIN 36" WOODEN HANDRAIL AS = I I Z _20"x30" DH WIN- - --._-_.._.____.--_ .__.__ - - -- ------ `�' EXISTING WINDOWS TO -.___�_ --- N N —BE REPLACED WITH tDlift STING 0 0 __ ___ _._____._..... ___.__. FIN. FLR. EL.= 2'-4" FIN. FLR. EL.= 2'-4" BE REPLACED WITH T NEW (2) 28"x38"DH WIN _.— T � —— ------ .. _ . _._._ .�. . i - - -- - - - - - - - - - - -�- � - - - - ) s ? NEW (2 28-x38-DH WIN GRADE ELEV.= 0'-0" , > x, O GRADE ELEV.= 0'-0" GRADE ELEV.= 0'-0" r. I I r3"" SIDE (EAST') ELEVATIONK�3SIDE EAST ELEVATION SCALE: 1/41t=11-O" - SCALE: 1/4"=1'-0" 1 �� ^ Sheet Title Project Number Sheet Status ,- Y . /LSeal; _ DBA : DESIGNER DRAFTING SERVICES No: Date: Issue: No: Date: Issue: ^� ( Date 8-27-20 Sheet Number rt. �\ 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVATI 0 N S 1. 8-27-20 E)WNO CONDITIONS Scale AS NOTED w Project Title A- 5 THOMAS D. REILLY, P.E. Draw LL 4 BEZEL LANE - sMITHTowN, NY 11787 check ,R #611 LINNET STREET — GREENPORT, NY sof 8 1 2 1 3 4 5 1 6 7 1 8 9 10 11 12 ROOF RAFTER / I HURRICANE CLIP (SIMPSON STRONG TIE—H-15 OR EQUAL) INSTALL TYP. AT EVERY OTHER RAFTER "COR—A—VENT" V-300 FLOOR OR CEILING JOIST RIDGE VENT OR EQUAL SHINGLE RIDGE CAP JAIL 15 2021 °°°s= DOUBLE TOP PLATE EXHAUST WOOD POST (SEE PLANS FOR SIZE AND SHINGLES — ROOF SHEATHING LOCATION) � TRIPLE STUD 1 p.� 1VAL p4 FELT PAPER COLUMN BASE (SIMPSON STRONG (18) 16d r RAFTER TIE—CCQ SERIES OR EQUAL) SIZE NAILS AP ACCORDING TO POST SIZE (2) 16d COMMON RIDGE BOARDNAILS FOR F®L HEIGHT S �� ® Z 3" MINIMUM OF STUD SIDECOVER FASTEN TO POST AND BEAM WITH 2" DEE DEC�SIOIV # � �p \ MANUFACTURER PROVIDED SDS 1/4 x 2 o MIN. ATED 1/2" WOOD SCREWS, TYP. 0,c • •• STUD •' 4 HURRICANE CLIP' DETAIL 1 TYPICAL RIDGE VENT DETAIL •• - •• °• NOT TO SCALE NOT TO SCALE SIMPSON "H 16 W WOOD BEAM (SEE PLANS FOR SIZE AND LOCATION) 0 COLUMN CAP (SIMPSON STRONG TIE—CCQ ° SERIES OR EQUAL) SIZE ACCORDING TO e POST AND BEAM SIZES ROOF RAFTER O � e 0 e TH U—BOLT HURRICANE CLIP (SIMPSON STRONG TIE—H-5 OR EQUAL) INSTALL TYP. AT 2'-0" ICE SHIELD � WOOD POST (SEE PLANS FOR SIZE AND EVERY RAFTER WHERE STUD IS OFFSET SNOW & ICE SHIELD FROM LOCATION) ° EVES EDGE TO POINT A. ° ° HURRICANE CLIP (SIMPSON STRONG MIN. OF 24" PAST THE o ° o TIE—H-6 OR EQUAL) INSTALL TYP. AT WARM SIDE OF WALL LINES FASTEN TO POST AND BEAM WITH SIMPSON "HTT16" v o ° o EVERY STUD WHERE ROOF RAFTER IS • MANUFACTURER PROVIDED SDS 1/4 x 2 OFFSET 1/2* WOOD SCREWS, TYP. ° 0 0 DOUBLE TOP PLATE 0 — ROOFING STUD TYPICAL WOOD POST BASE j2N 2nd FLOOR SHEAR HOLDD O WN FELT PAPER ( 2NAND CAP PLATE DETAILS - Dec NOT TO SCALE Doc ROOF SHEATHING NOT TO SCALE • CCN cy� INSULA TION HURRICANE CLIP DETAIL 5 (P OFFSET STUD / RAFTER DRIP EDGE NOT TO SCALE PROVIDE MIN. 12" BEARING ON STUD FACE, R FASCI A (TYP.) BOARD USE EVERY OTHER NAIL HOLE IN DSP SILL PLATE TIE A ROW TO PROVIDE THE o (6 11/16"x 2 3/4", WALL SOFFIT CODE-REQUIRED MINIMUM G TYP. AT EACH STUD U "COR-A-VENT" CENTER- TO-CENTER SPACING S-400 SOFFIT FOR NAILS VENT OR EQUAL or NOTE: HOLD DOWN ANCHORS SHALL BE M s TYPICAL SOFFIT VENT DETAIL IWHERELED HOLDSDOWN ANCHORS ARENOTED ON THEFLOOR AT o WRAPPED UNDER . v .; . • '••• • . _ THE FOUNDATION, SUBSEQUENT HOLD DOWN NOT TO SCALE ANCHORS SHALL BE INSTALLED IN THE SAME SILL PLATE LOCATION FOR EACH FLOOR ABOVE. (TYP.) n o:••. ' HDU5-SDS2.5 0 14 -GA. 3" (W) X 11 9/16 (H) 2 7/8" (B) (BOTTOM) SIMPSON /8-RFBDIA. EMBEDDED T / HEADER SEE PLAN FOR DBL. SILL PLATE-FLOOR—STUD CONNECTION SET EPDXY. CNW 5/8" DIA. COUPLER NUT W/ A-36 THREADED ROD, MINIMUM 14-SDS 1/4" x3" FRAMED OPENING EXACT SIZE WOOD SCREWS (TOP) SIMPSON PHD5-SDS3 W/ FOR NEW WINDOW 1 o DETAIL: SIMPSON DSP STUD PLATE TIE 5/8". NYLON LOCKING NUT (OR EXTERIOR _ DOOR) NOT TO SCALE TYP. STUD USE EVERY OTHER NAIL HOLE �'� SIMPSON STRONG-TIE USE EVERY OTHER NAIL HOLE IN A ROW TO CS20 AT EACH END OF PROVIDE THE CODE-REQUIRED MINIMUM IN A ROW TO PROVIDE THE ALL EXTERIOR WALL CODE—REQUIRED MINIMUM ®I CENTER—TO—CENTER SPACING FOR NAILS CEN rER-TO-CENTER SPACING ® HEADERS FOR NAILS ® RIDGE CS20 STRAP 20 GA. - o o a o TYP. RAFTER NO SPECIAL UPLIFT CONNECTORS NAILS ATEACHRAFTER REQUIRED, THIS (TOTAL OF 16-8d AREA NAILS) o LTP4 20 GA. 3"x4 1/4" DETAIL AT FOUNDATION m LATERAL TIE PLATES USE 12-8dx 1 1/2" NAILS (6 NAILS INTO PREDEFLECTED HOLDOWN PLATE, 6 NAILS INTO BOX) ( 8' ANCHOR DETAILS (SIMPSON PHD) SIMPSON STRONG-TIE CS COILED STRAP AND — NOT TO SCALE EXTERIOR HEADER TA RAFTER SHOWN SIMILAR FOR DIMENSIONAL LUMBER LTP4 LATERAL TIE ( ) PLATE s TIE DETAIL (SIMPSON CS20) 7 HURRICANE STRAP DETAIL — Nor To SCALE RAFTER—RIDGE / RAFTER - NOT TO SCALE ('11_'� TIE DETAIL (SIMPSON CS20) NOT TO SCALE Project Number Sheet Status DD Sheet Title No: Date: Issue: No: Date: Issue: °� ��U r DBA : DESIGNER, DRAFTING SERVICES Date 8-27-20 Sheet Number 1' 8-27—� 1397 BROOKLYN BLVD. - BAYSHORE NEW YORK TELE. 631 697 5693 PROPOSED R E N OVAT I O N S Scale IS MOLD Project Title A- 7 Draw LL7 THOMAS D. REILLY, P.E. 4 BEZEL LANE - SMITHTOWN, NY 11787 Check 'M #61 1 LINNET STREET — GREEN PORT, NY 7 of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 GENERAL NOTES: FRAMING NOTES: CONCRETE NOTES: NOTICE OF UTILIZATION OF PRE-ENGINEERED WOOD CONSTRUCTION TABLE R301.7 NOTEi THIS SCHEDULE DOES NOT INCLUDE NAILING FOR UPLIFT CONNECTIONS (SEE DETAILS 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL 1. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION 1. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A MINIMUM A=WABLE DEFLECTION OF FOR NAILING OF UPLIFT CONNECTIONS) MUNICIPALITY AND THE BUILDING CODES OF NEW YORK STATE, 2017 MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2015 OR LATEST EDITION. COMPRESSIVE STRENGTH OF 3,500 PSI 0 28 DAYS. (ACI 318 & 301). PLEASE TAKE NOTICE THAT THE CONSTRUCTION OF THIS RESIDENTIAL STRUCTURAL MEMBERS ALL NAILI14G IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE SUPPLEMENT NYSRC (2015 IRC 2ND. PRINTING). 2. ALL DIMENSIONAL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO OBTAIN SELECT STRUCTURAL GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING AST-IN-PLACE CONCRETE SLABS SHALL BE REINFORCED W 1 LAYER OF WILL UTILIZE PRE-ENGINEERED WOOD CONSTRUCTION FOR FLOOR AND/OR ALLOWABLE DESCRIPTION FASTENER SPEC. FASTENER ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND CERTIFICATE OF STRESS OF 900 Fb FOR REPETITIVE USE AND AN E OF 1,600,000 AS PER At� A-b,x6-6/6 WWM (AS A MINIMUM IF NOT INDICATED OTHERWISE ON THE DRAWINGS FRAMING. STRUCTURAL MEMBER DEFLECTION AND QUANTITY J SPACING OCCUPANCY FROM ALL AGENCIES HAVING JURISDICTION, FOR ALL WORK WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. ) PERFORMED. W/ 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6" COMPACTED FILL. INSTALL 1. THE OWNER SHALL: NOTIFY THE AUTHORITY HAVING JURISDICTION RAFTER HAVING SLOPES GREATER THAN ROOF & CEILING FRAMING 3. ALL PRE-ENGINEERED FRAMING LUMBER SHALL BE TJI SERIES WOOD I-BEAMS, CHAIRS AS REQUIRED. TO MAINTAIN CORRECT MESH PLACEMENT PRIOR TO POURING IN WRITING WITH THE APPLICATION FOR BUILDING PERMIT. L/180 [�. _ 3. EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND OBTAINING HIS MICROLLAM LVL OR PARALLAM PSL (AS SPECIFIED ON THE DRAWINGS) AS CONCRETE. 3/12 WITH NO FINISHED CEILING OWN TRADE PERMITS. MANUFACTURED BY WEYERHAUSER OR APPROVED EQUAL WITH THE FOLLOWING ATTACHED TO RAFTERS RAFTER TO TOP PLATE (TOE-NAIL) 3-8d COMMON PER RAFTER 3 AL�FOUNDATION ANCHOR BOLTS SHALL BE SIZED AS INDICATED ON DRAWINGS. 2. THE CONTRACTOR SHALL: PROVIDE AND INSTALL A SIGN NOTING 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND DESIGN PROPERTIES: JAN i 5 A'' bEVIATION FROM THAT WHICH IS INDICATED ON THE DRAWINGS SHALL NOT BE THE FOLLOWING PROVISIONS, WHICH SHALL CONFORM TO THE INTERIOR WALLS AND PARTITIONS H/180 PERMITTED. ANCHOR BOLTS SHALL BE EMBEDDED 8" MIN. FORMAT REQUIRED BY EXECUTIVE LAW 382-b. THE SIGN SHALL CEILING JOIST TO TOP PLATE (TOE-NAIL) 4-Bd COMMON PER JOIST SCHEDULE ALL TRADES. MICROLLAM BEAM: Fb=2,600psi E= 2.0x10". BE LOCATED AS DICTATED BY THE LOCAL PERMITTING AUTHORITY. FLOORS AND PLASTERED CEILINGS L/360 CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) 4-8d COMMON EACH LAP 5. THE CONTRACTOR SHALL EFFECT AND MAINTAIN LIABILITY AND WORKMAN'S PARALIAM BEAM: Fb=2,900psi E= 2.0x10 4. ALL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF A.C.I. 301-10, ALL OTHER STRUCTURAL MEMBERS COMPENSATION INSURANCE ADEQUATE FOR THE PURPOSES OF THIS PROJECT. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS". (1) THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES L/240 CEILING JOIST LAPS OVER PARMTIONS (FACE-NAIL) 5-16d COMMON EACH LAP PROOF OF THE SAME SHALL BE FURNISHED TO THE OWNER PRIOR TO INSTALLED AS PER THE MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS (152.4 MM) IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH (12.7 EXTERIOR WALLS WITH PLASTER OR H/360 COMMENCEMENT OF WORK. SHALL BE REQUIRED AT ALL LOAD AND LOAD BEARING POINTS AT A MINIMUM. MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE STUCCO FINISH COLLAR TIE TO RAFTER (FACE-NAIL) 3-16d COMMON PER TIE A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. 5. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE T U 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE HANDLING, STORAGE AND THE ERECTION OF ALL COMPONENTS SHALL BE AS OTHERWISE NOTED, MUST FOLLOW THE LATEST ACI CODE AND THE LATEST ACI REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING EXTERIOR WALLS--WIND LOADS WITH L/240 BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END PREMISES IN A CLEAN MANOR. ALL TOOLS, MATERIALS, RUBBISH, ETC. SHALL PER THE MANUFACTURER'S RECOMMENDATIONS. "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SYSTEM (PMS)#187. BRITTLE FINISHES BE CLEANED UP AT DAYS END. STRUCTURES". RIM BOARD TO RAFTER (END-NAIL) 3-16d COMMON EACH RAFTER 4. ALL MULTIPLE LVL PRODUCTS SHALL HAVE (2) ROWS OF 1/2" DIA. (2) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, EXTERIOR WALLS--WIND LOADS WITH L/120 7. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, GALVANIZED MACHINE BOLTS 0 12" O.C. 6. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW, WEATHER-RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN OR FLEXIBLE FINISHES WALL FRAMING TRANSPORTATION, SAFEGUARD, ETC REQUIRED FOR THE PROPER EXECUTION OF TOGETHER WITH LABORATORY REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A THEIR WORK. 5. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1/2" MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF A.C.I. 301-10. PERMANENT NON-FADING STICKER OR DECAL. TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON PER FOOT 8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE MINIMUM THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS ATEDGES AND 6" CENTERS IN THE FIELD (3) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC . JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE 7. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEER'S WRITTEN PERMISSION CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH 6. ALL SUBFLOORING TO BE 3/4" T. & G. PLYWOOD. ALL EDGES OF OTHER THAN ENTRAINED AIR. CONCRETE EXPOSED TO THE WEATHER, SUCH AS TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: ADMINISTRATION. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO: PROVIDING AT USED IN FOUNDATION WALK, SHALL CONTAIN 5% ± 1 ENTRAINED AIR.THAT LIVE LOADS: 2-16d COMMON 24O.C. W " FOR ADEQUATE AND PROPER BRACING, SAFETY RAILING AND SECURE FOOTING PLYWOOD TO SET ON SOLID BLOCKING. GLUE AND NAIL I IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS EXTERIOR BALCONIES = 40 P.S.F. STUD TO STUD (FACE-NAIL) FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS WELL AS PERMANENT PLYWOOD SUBFLOOR TO FLOOR JOISTS. OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL BE "V" DECKS = 40 P.S.F. HEADER TO HEADER (FACE-NAIL) 1-16d COMMON 16" O.C. ALONG EDGES CONSTRUCTION. 7. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE 8. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. PASSENGER VEHICLE GARAGES = 50 P.S.F. JACK STUDS. ALL HEADERS SHALL BE SIZED AS FOLLOWS, UNLESS (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION UNINHABITABLE ATTICS WITHOUT STORAGE = 10 P.S.F. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD 9. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS: 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING TRUSS TYPE UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 P.S.F. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE REINFORCEMENT: CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR HABITABLE ATTICS SERVED WITH FIXED STAIRS = 30 P.S.F. 3 < ENDJOIST, or BLOCKING (FACE-NAIL) '- 2-16d COMMON PER FOOT EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT OPENING SIZE: 0" 3'-0" TO 6'-0" >6'-0-8'-0" TIMBER CONSTRUCTION STRUCTURAL COMPONENTS, AS FOLLOWS: SLEEPING ROOMS = 30 P.S.F. DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD MINIMUM COVER (INCHES) ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. OCCUR TO THE EXISTING STRUCTURE AS A RESULT OF THE NEW WORK, THE HEADER SIZE: (2) 2"x8" (2) 2"x10" (2) 2"x12" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO (1) "F"SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; STAIRS = 40 P.S.F. " FLOOR FRAMING DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND GUARDRAILS AND HANDRAILS = 200 P.S.F. ENGINEER OF RECORD, AT THE SOLE EXPENSE OF THE CONTRACTOR. B. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS EARTH................................................................... 3 (11) R"SHALL MEAN ROOF FRAMING; AND JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST PER MAUNFACTURER'S SPECIFICATIONS. CONCRETE EXPOSED TO EARTH OR WEATHER: (III) "FIR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. DEAD LOADS: " FLOOR #6 THROUGH #18 BARS............................................ 2 (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE TYP. ASPHALT SHINGLE ROOF = 10 P.S.F. BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END 10. EACH CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THIS WORK FROM 9. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FL TYP. HARDWOOD FLOOR = 14 P.S.F. 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL, OVER THE LOCATION THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER BEAMS AT 8'-0" O.C. OR AS PER THE WOOD FRAME CONSTRUCTION #5 BAR AND SMALLER....................................... 1 1/2 TYP. TILE FLOOR = 33 P.S.F. CONCRETE NOT EXPOSED TO WEATHER BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END IF CONDITIONS WARRANT. MANUAL, 1995 EDITION. DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. TYP. CEILING,/ATTIC = 12 P.S.F. BLOCKING TO SILL. or OR IN CONTACT WITH GROUND: TYP. EXT. BALCONY = 17 P.S.F. TOP PLATE (TOE-NAIL) 3-16d COMMON EACH BLOCK 11. UPON COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS, AND 10. ALL FRAMING SHALL BE DOUBLED UP AROUND ALL OPENINGS SLABS, WALLS, JOISTS: TYP. INTERIOR WALL = 10 P.S.F. EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS 3. SIGNS CAN BE PURCHASED AT WWW.TRUSSID.ORG. LEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO (SKYLIGHTS, STAIRS, LTC.) #14 AND #18 BARS........................................... 1 1/2 TYP. EXTERIOR WALL = 15 P.S.F. RELEASE OF FINAL PAYMENT. #11 BAR AND SMALLER......................................... 3/4 PROJECT INFORMATION JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 11. ALL FRAMING SHALL BE DOUBLED UP UNDER ALL PARTITION WALLS. Ca 12. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON THE DRAWINGS. BEAMS, COLUMNS: BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON PER JOIST CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN THE 12. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. PRIMARY REINFORCEMENT, TIES, AND DESIGN CRITERIA: -"- INSULATION AND THE ROOF DECK. STANDARD JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. STIRRUPS, SPIRALS ........................................... 1 1/2 BAND JOIST TO SILL or TOP PLATE (TCE-NAIL) 2-16d COMMON PER FOOT 13. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES ADJOINING DOORS AND 10. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WITH A MINIMUM YIELD PROJECT LOCATION: P 3. ALL WOOD EXPOSED TO WEATHER SHALL BE ACQ TREATED IN STRENGTH OF 70 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE BATH TUB DOORS SHALL-BE SO SIZED, CONSTRUCTED, TREATED OR COMBINED WITI� ACCORDANCE WITH AWPA STANDARDS. TOGETHER. (VULT.) TOWN OF SOUTHOLD - 130 MPH ROOF SHEATHING OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO V � •�` 4r? PERSONS IN THE EVENT THAT THE GLAZING IS CRACKED OR BROKEN. 11. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR PROJECT EXPOSURE: ii V /' � , e; 14. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE STRUCTURE, NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO ASTM THE PROJECT SITE IS CLASSIFIED AS EXPOSURE CATEGORY "B" S r 1P °` " �= -7 J WOOD STRUCTURAL PANELS 8d COMMON 6' EDGE / 6' FIELD 14. ELECTRICAL-ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. 1'' , (PLYWOOD SHEATHING) C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. _ _ REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC) AND THE RULES AND SEISMIC DESIGN CATEGORY: REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL WORK SHALL BE 15. ALL WOOD CONNECTIONS SHALL BE MANUFACTURED BY SIMPSON STRONG THE PROJECT SITE IS CLASSIFIED AS SEISMIC DESIGN CATEGORY "B" UNDERWRITER APPROVED AND INSPECTED. THE CONTRACTOR SHALL SUBMIT THE TIE AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 12. NO WELDING OF REINFORCING WILL BE PERMITTED. CEILING SHEATHING WRITTEN CERTIFICATE TO THE OWNER. _ 16. ALL CONNECTIONS SHALL BE MADE AS INDICATED IN THE NAILVNO WEATHERING: SEVERE 15. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL SCHEDULE. ALL NAILS SHALL BE GALVANIZED. FROST LINE DEPTH: 36" F��Sum WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD STATE AND LOCAL REGULATIONS. WINDOWS AND DOORS: TERMITE: MODERATE TO HEAVY 17. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE TOP PLATE AND STUD WITH ICE SHIELD UNDERLAYMENT: REQUIRED WALL SHEATHING 16. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE GALVANIZED HURRICANE CONNECTORS AS INDICATED ON THE DRAWINGS. 1. WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MEAN ROOF HEIGHT: 25'-6" CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND18. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO FENESTRATION MANUFACTURERS' INSTALLATION INSTRUCTIONS AND FLASHED IN GROUND SNOW LOAD: 30 PSF. MINIMUM PIPE INSULATION WOOD STRUCTURAL PANELS 8d COMMON GIRDER/HEADER CONNECTIONS TYPICAL THROUGHOUT. REFER PLANS FOR ACCORDANCE WITH SECTION R703.4. TOPOGRAPHIC EFFECTS: NO (PLYWOOD SHEATHING) 6" EDGE / 12" FIELD LOCAL CODES. m SPECIFIC TYPE AND APPLICATION. SPECIAL WIND REGION: NO UNLESS OTHERWISE NOTED 17. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE SUBSTITUTION OF 2. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN FOR INCREASED MATERIALS BY SPECIFIC,BRAND, WHETHER EQUAL OR NOT. WHERE MATERIALS ARE WND BOURNE DEPRIS REGION: YES TABLE 503.3.3.1 U SHEARWALL CAPACITY) 19. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND SEE FLOOR PLANS FOR NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE SAMPLES FOR APPROVAL. AIR FREEZING INDEX: 599 WALLS AND CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE EXPOSURE IN ACCORDANCE WITH TABLE R301.2(3) OR DETERMINED IN MEAN ANNUAL TEMP: 51' PIPE SIZES NOTING WHEN APPLICABLE PIPING FLUID 18. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY CONNECTIOS. REFER TO STANDARD STRAPPING DETAILS. ACCORDANCE WITH ASCE 7 USING THE ALLOWABLE STRESS DESIGN LOAD SYSTEMS TEMPERATURE GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD F COMBINATIONS OF ASCE 7. DESIGN WIND LOADS FOR EXTERIOR GLAZING NOT TYPES RANGE, ?F. RUNOUTS 1" AND 1.25" TO 2.5" TO 5" TO 6" 8" AND I r / KIND, AND ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION CONFORMING 20. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE PART OF A LABELED ASSEMBLY SHALL BE PERMITTED TO BE DETERMINED IN UP TO LESS 2" 4" LARGER WITH THESE PLANS, NOR THE RESPONSIBILITY FOR CONSTRUCTION MEANS, REQUIRED TO TRANSFER ALL LOADS. ACCORDANCE WITH CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. 2" (b) FLOOR SHEATHING SUBFLOOR METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO 3. EXTERIOR WINDOWS AND SLIDING DOORS SHALL BE TESTED BY AN APPROVED HEATING SYSTEMS WARRANTIES, NOR ANY MERCHANIBILITY OF FITNESS FOR A SPECIFIC USE ROOFING NOTES. INDEPENDENT LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, WOOD STRUCTURAL PANELS (PLYWD SUBFLO❑R), EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. STEAM AND 1' or LESS 8d COMMON 6' EDGE / 12' FIEL . PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE HOT WATER GREATER THAN 1' 10d COMMON 6' EDGE / 12' FIEL 1ALL ROOFS WITH A PITCH LESS THAN 3:12 SHALL HAVE A PULLY ADHERED 60 COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440. EXTERIOR SIDE-HINGED HIGH.PRESSURE 19. THE ENGINEER SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADN PHYSICAL MIL. EPDM ROOF MEMBRANE. DOORS SHALL BE TESTED AND LABELED AS CONFORMING TO AAMA/WDMA/CSA TEMP. / / " / " 3" 3-1/2" 3-1/2" CONDITION DISCOVERED,.AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON 306-450 1-1/2- 2-1 2 2-1 2 THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL THE SAME IS 2. ALL ROOF SYSTEMS SHALL BE INSTALLED AS PER THE MANUFACTURER'S 101/I.S.2/A440 OR AMD 100, OR COMPLY WITH SECTION R609.5. MEDUIM PRESSURE/ ADDRESSED AND RESOLVED. SPECIFICATIONS. TEMP. 251-305 1-1/2" 2" 2-1/2" 2-1/2" 3" 3" LOW PRESSURE/ 201-250 1. 1-1/2- 1-1/2- 2" 2" 2- 20. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH 3. ALL FLASHING REQUIRED AT VALLEYS, CHIMNEYS, CRICKETS AND ROOF TEMP. THAT WHICH IS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL PENETRATIONS SHALL BE COPPER. WORK AND NOTIFY THE ENGINEER IN WRITING. SHOULD HE FAIL TO FOLLOW THIS TEMP LOW los-too 1/2" 1" 1" 1-1/2" 1-1/2" 1-1/2" • PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL 4. ROOF DRAINS SHALL BE INSTALLED ON LOW PITCHED ROOFS. THESE DRAINS STEAM RESPONSIBILITY AND LIABILITY THEREFROM. SHALL BE PIPED TO AN EXTERIOR WALL OF THE DWELLING AND CONNECTED TO CONDENSATE ANY 1. 1. 1-1/2- 2" 2" 2" THE UNDERGROUND STORM WATER SYSTEM. ALL PIPING SMALL BE PVC (FOR FEED WATER) 21. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED TO THE SCHEDULE-40. COOLING SYSTEMS ENGINEER IN WRITING FOR APPROVAL. 22. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED INSULATION / VENTILATION NOTES: (REFRIGERANT' 40-55 1/2" 1/2" 3/4" 1" 1" 1" DIMENSIONS. AND BRINE: BELOW 40 1" 1" 1-1/2" 1-1/2" 1-1/2" 1-1/2- 23. FIRE PLACE HEARTH EXTENSION DIMENSIONS: UP TO 6 SQUARE FEET OPENING 1. THIS PROJECT. HAS BEEN DESIGNED TO MEET THE NEW YCF!!-STATE ENERGY CODE, _ " LATEST EDITION. THERE SHALL BE NO DEVIATION IN STATED VALUES OF ANY FOR Si: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, C = (?F / HEARTH EXTENSION SHALL EXTEND AT LEAST 16 IN FRONT AND AT LEAST 8 INSULATION COMPONENT INDICATED ON THESE DRAWINGS. a. FOR PIPING EXPOSED TO OUTDOOR AIR, INCREASE INSULATION THI KN1.ESS BY 0.5 INCH BEYOND EACH SIDE OF OPENING, OVER 6 SQUARE FEET HEARTH EXTENSION SHALL COMPLIANCE NOTES. b. RUNOUTS NOT EXCEEDING 12 FEET IN LENGTH TO INDIVIDUAL TERMINAL UNITS. EXTEND AT LEAST 20" IN FRONT AND AT LEAST 12" ON EACH SIDE. 2. ALL PENETRATIONS THROUGH FLOORS AND RIM JOISTS FOR ELECTRICAL AND 1. THESE PLANS HAVE BEEN PREPARED UNDER THE BUILDING CODES OF NEW YORK 24. DUCT AND PLENUM INSULATION: ALL SUPPLY AND RETURN-AIR DUCTS AND MECHANICAL / PLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH STATE. ALL DETAILS AND INFORMATION CONTAINED HEREIN AND CERTIFIED BY MINIMUM PIPE INSULATION PLENUMS INSTALLED AS PART OF AN HVAC AIR DISTRIBUTION SYSTEM SHALL BE EXPANDING FOAM SEALANT AFTER WORK HAS BEEN COMPLETED. THE LICENSED DESIGN PROFESSIONAL ARE IN COMPLIANCE WITH THE FOLLOWING: TABLE 504.5 THERMALLY INSULATED IN ACCORDANCE WITH M1601.4.6. A. 2015 IRC (SECOND PRINTING) AS ADOPTED AND AMENDED BY NYS AND THE 2017 NYS SUPPLEMENT. PIPE SIZES 25. CLOTHES DRYERS: EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM .016" 3. ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED SERVICE WATER HEATING NON-CIRCULATING CIRCULATING MAINS AND RUNOUTS THICK RIGID METAL AND SHALL BE 4" NOMINAL IN DIAMETER. MAXIMUM LENGTH COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT SPECIFICALLY DESIGNED B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. RUNOUTS SHALL NOT EXCEED 35' FROM THE CONNECTION TO THE TRANSITION DUCT FROM FOR WINDOW AND DOOR USE. TEMPERATURES ?F THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM UP TO 1" UP TO 1.25" 1.50" TO 2" OVER 2" LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE 4. ALL DOOR UNITS SHALL BE SET IN SEALANT AS PER THE INSTALLATION C. IECC 2015 G2439.7.4.1. GUIDELINES PROVIDED BY THE MANUFACTURER. 170-180 0.5" 1.0" 1.5" 2.0" 2. THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE 140-139 0.5" 0.5" 1.0" 1.5" TABLE R301.2 (1) REQUIREMENTS OF THESE DOCUMENTS. CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 3. ALL MATERIALS INDICATED AND SPECIFIED ON THESE DOCUMENTS HAVE BEEN 100-139 0.5" 0.5" 0.5" i.0" SELECTED BASED ON PERFORMANCE DATA AND MANUFACTURER RECOMMENDATIONS. WIND DESIGN SUBJECT TO DAMAGE FROM ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE FOR Si: 1 INCH = 25.4 mm, C = [ ?F)-30]/1.8, GROUND SEISMIC FROST WINTER ICE BARRIER FLOOD AIR MEAN CONTRACTOR TO VALIDATE COMPLIANCE WITH CODES AND TESTING PROCEDURES, 1 BTU/H/INCH ft2 ?F = 0.144 W (m-K). SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL INCLUDING THE PRODUCTION OF ANSI TESTING RESULTS, ETC. a. NOMINAL IRON PIPE SIZE AND INSULATION THICKNESS. CONDUCTIVITY, k = .027 SNOW LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE DESIGN WEATHERING LINE TERMITE TEMP. REQUIRED INDEX TEMP CATEGORY DEPTH 20 PSF 130 VO NO NO B SEVERE 3'-0" MOD. TO HEAVY 15' YES N/A 5100 51' Project Number Sheet Status (Sea1 I- Sheet Title No: Date: Issue: No: Date: Issue: ' ° Vzc. DBA : DESIGNERDRAFTING SERVICES Date 8-27-20 Sheet Number 1. 8-27-20 EXISTI.4' COPEDITKW 1397 BROOKLYN BLVD. - BAYSI TORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N S Scale AS NOTED 4: Project Title A 8 THOMAS D. RE ILLY P.E. Draw LL a• <.: °''3�g5 1 4 BEZEL LANE - SMITHTOWN NY 11787 6 LINNET STREET - GREENPORT NY A�OF�ss�a '� Check TR 8 of 8 LINNET STREET S 82046110" E EDGE OF PAVEMENT MA72 — CONC WALK 100.33' j a I DWY I7 O I O.I'E � 0 0-WOOD PLANTER O J 109' 16 2' (44) o"IE JAN 15 2M W , 611 M u N 1 STORY % 11 a - � � FRAME 3 > W 0 N I DWELLING o Z N I, IL L Y N 1.0' � o U � O N o Zti CONC W I 5.6'/ 0 STOOP Lw N 4 STEPS Ik CONC °O PAD 16.4, (43) W o - o W - zo I o / M to I ASPHALT DRIVEWAY I Q 0 I I C J Z ,,40^ V/ CONC APRON 2 2' I 10 '1111111111f—FENCE I 0 I'E j 2 STORY� R.O. FRAME I (42) I� N GARAGE I k L—O— — WOD / FLATS 1 4 STEPS 1 G'STOCKADE FENCE � 4'CHAIN LINK PENCE —Y N 82°45,20" W ID FENCE 1.3'N 00 —FENCEk 1 2'5 50.11 1 0.11' 4 1 2'.5 p/o(45) 20 0 10 20 40 1 inch =20 ft. GRAPHIC SCALE ( IN FEET ) TOTAL BUILDING, AREA = 1,630 S . FT R 26.09 OF PARCEL. (14621)- DENOTES--fL PLOT NUMBERS. SURVEY NOTES: 1 UNAUTHORIZED ALTERATION OR ADDITION TO HIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSONIPERSOW FOR WHOM THE SURVEY IS PREPARED,AND ON HISIHERITHEIR BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONALAA)R7E, 6, INSTITUTIONS OR SUBSEQUENT OWNERS CT OF TITLE MIGHT DISCLOSE. 3.OFFSETS SHO2.TH S SURVEY WN HEREON ARE OR A SPECIFIC PURPOSE AND SHOUS SUBJECT TO ANY EASEMENT OF RECORD AND LD NOT I BENUSED CAS A BASIS FOTS WHICH AN R CONSTRUCTION TION OF FENCES ORO HER 277.79 FT STRUCTURES4 ACRES 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN '\ 5 HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON REVISION 1-7-21 VILLAGE COMMENTS. 911712020,OF THE LAND THEREIN PARTICULARLY DESCRIBED THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE.HIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTY DIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SEC. 048 BLK 03 LOT 13 s T. EA.SON LAND SURVEYOR -5` 27 POPLAR STREET POET JEFFERSON STATION NEW YORK 11776 DATE: 9-17—20 SCALE. 1 20' ai= , , Pbone(631)474-2200 lFax(631)780-0491 emailTEASONLS@OPTONLTNE.NET PROJECTNUMBF_, MET20-152 BOUNDARY SURVEY �- 4"F-11f S URVEY FOR. ..t;4''A' ` w JOSEPH TRAVAGLIA ,�� <<,�. �s MAP OF. GREENPORT DRIVING PARK, FM# 369, 12-1-1909 LOCATION• GREENPORT TOWN OF SOUTHOLD NY CERTIFIED TO: JOSEPH TRAVAGLIA � �``''` c�� ;h ISS. 95 REC-'VED S� -fes' `^�`�"^ COUNTY OF SUFFOLK [Zoning AN 21 2021 ,16 Board Of Appeals OFFICE OF THE COUNTY EXECUTIVE agC1,2 u Steven Bellone SUFFOLK COUNTY EXECUTIVE Natalie Wright Department of Commissioner Economic Development and Planning January 20,2021 Town of Southold Zoning Board of Appeals 53095 Main Road P.O.Box 1179 Southold,NY 11971-0959 Attn: Leslie Weisman Dear Ms. Weisman: Pursuant to the requirements of Sections'A 14-14 thru A 14-25 of the Suffolk County Administrative Code, the following,application submitted-to the Suffolk County Planning Commission is to be a matter for local determination as there appears to`be no significant county-wide or inter-community impacts. A decision of local determination should' not be construed as*`either an'approval' or disapproval. Applicant Municipal File Number Breezy Shores Comm.Inc. (Sakas,#16) #7461' Breezy Shores Comm. Inc. (Szarka#17), #7462 Drummond,Robert&Donna #7471 Zappulla, David #7473 Very truly'yours, Sarah Lansdale Director of Planning By Christine DeSalvo Theodore R.Klein, Principal Planner TRK/cd Division of Planning&Environment H.LEE DENNISON BLDG 100 VETERANS MEMORIAL HVVY,11th FI ■P.O.BOX 6100 In HAUPPAUGE,NY 11788-0099■ (631)853-5191 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL, JAN 15 2021 DATE: December 23; 2020 TO: Joseph Travaglia(Giovanelli) 20 Watergate Lane Patchogue,NY 11772 Please take notice that your application dated November 25, 2020: For permit to:,deiholish and'reconstruct a single-family dwelling at: Location of property: 81'0 Linnet Street, Greeniort.NY County Tax Map No. 1000 - Section,48 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this nonconforming��7.4-sic . A. lot in ihe'R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states• lots measuring less- than 20;000 sciirare feet iri'total size-require,a 6ont yard setback of 35 feet and a maximum lot coverage of 20%. The survpy notes a front yard setback of 15.3 feet and the plan shows the lot coverage at 26.9%. Authorized Signature- Note ignatureNote 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 �Assi ent No. jqj - APPLICATION TO THE SOUTHOLD.TOWN BOARD OF APPEALS AREA VARIANCE JAN 15 2029 House No. 810 Street Linnett Hamlet Greenport SCTM 1000 Section 48 Block 3 Lot(s) 13 Lot Size 6,083' Zone R-40 I(WE) APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED December 23,2020BASED ON SURVEY/SITE PLAN DATED 09/17/2020 Owner(s): David Zappulla Brian Scally Joseph Travaglia Mailing Address: 9 Violet Drive South Huntington, N.Y. 11746 Telephone: 631 835-0140 Fax: - Email: dmickevz@op._#.on1ine.net NOTE:Iwaddition 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 Repres for( )Owner( )Other: Address: Telephone: Fax: Email: Please check to specify who yon wish correspondence to be mailed to,from the above names: ()o Applicant/Owner(s), ( )Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DA 'ED 09-17-2020 and DENIED AN APPLICA7!'70N DATED 12-23.2 020 _FOR: (X)Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( ) Other Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XXIII Section:- 280 Subsection: 124 Type of Appeal. An Appeal is made for: (()A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal ( ) has, (X) has not been made if t airy finne with respect to this property, UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our off ce for assistance) Name of Owner: ZBA File# 110) Name of Owner: Zappulla ZBA File# - REASONS FOR APPEAL_jTlease be speci le, additional sheets may be used withprepaS 202 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: The proposed plan does not encroach beyond existing footprint, and enhances the neighborhood away from a blighted structure 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: Additional living space can only be achieved by construction above existing space, as opposed to changing footprint of existing structure 3.The amount of relief requested is not substantial because: conversion of existing second story living space seeks to produce full 8'ceilings and an attic above as opposed to space with diminishing ceiling heights from 7'- 4-6". This has been granted to many homeowners in the neighborhood making it common practice. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: Physical conditions not adversely affected because the neighborhood consists of a variety of homes with full second story additions, and enviornmental conditions will not be adversely affected because there will be no change to the existing footprint, hence no change to rainwater runoff, or permiable surfaces 5.Has the alleged difficulty been self created? {)4 Yes,or{ }No Why: Homeowner seeks to increase second floor existing space to a percentage of first floor space, and to create 8'ceilings as an improvement to the existing living space Are there any Covenants or Restrictions concerning this land? {X No { } Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. Sign A li nt or, uthorized Agent (Agent must submit written A thorization from Owner) Swor o bef,re me this Oay oQ 20 { JENNIFER A BENcVENTIN Notary Public-State of New York Yor 4< N0.01BE6248395 I,7 � Qualified in Nassa CoW�t��--�'� My Commission Expires w tx?PLICANT'S PROJECT DESCRIPT APPLICANT: David Zappulla DATE PREPARED: 12-29-2020 1.For Demolition of Existing Building Areas JAN 15 2021 Please describe areas being removed:Conversion of enclosed porch to open ( porch .ov .re _ SPnond floor half walls to full standard height 8'walls and increased second floor living space as a percentage of first floor square footage. Removal of interior walls to create larger kitchen area, and living area, relocation of stairwell to second floor. U.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: NO extension on first floor Dimensions of new second floor: 22-0'W x 44-1" L Dimensions of floor above second level: (Attic Space) 22-0'W x 44-1" L Height(from finished ground to top of ridge):, 26-0' Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: NO change to existina basement M.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: First floor consists of (2) small bedrooms living room, covered porch, kitchen, full bath, side egress, dining room. Stairs to second floor where 75% of living space has ceiling height less than 5', no closet 2 small windows-no door to privatize space. Number of Floors and Changes WITH Alterations:- 2 floors Remove roof, reconstruct second floe to create 3 bedrooms and 1 bathroom, open porch (covered), and attic space above second floor as a percentage of firstoor square Tootage, with o change tot the existing footprint. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1,168.25' Main House. , 484'Above garage Proposed increase of building coverage: 0 increase of buigp Square footage of your lot: 61277 qg' - Percentage of coverage of your lot by building area: 22.8% V.Purpose of New Construction: Increase living area, increase size of rooms, enhance and update the structure, move bedrooms to second level, add bathroom 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): c�Ir 1 e nt for setbacks, and lot coverage, making it extremely difficult to meet the existing code requirement of a 35'setback where the home was built 16'off the setback frontage line. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION JAN 15 2021 A. Is the subject premises listed on the real estate market for sale? Yes X No 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?_ Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting?_ NO Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? NO If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking, please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? NO If yes,please label the proximity of your lands on your survey. [. Please list present use or operations conducted at this parcel existing single family with garage and accessory apt. and the proposed use sinaLe mile with_gaXag.eand- accessory apartment above (ex:existing single family,proposed:same with garage,pool or other) 12/29/2020 A e�and Date LOCATION: '�CkQ (number&street) (m 'cipality) SUBDIVISION:- V1APyN•O.1 LOT(S):.. NAME OF OWN S): J��In � OCCUPANCY: i i; Gj/ P Ii rc (type - (mer-te�ant) 7 Ll 7?J ADMITTED BY: ACCb1VIPANID•BY:• KEY AVAILABLE: Sun.CO.TAX MAp .1000- SOURCE OF REQUEST; DATE: RECEIVED DWELLING TYPE OF'CONSTRUC ON , #STORIES: EXITS: ►17mss�. FEB 2021 FOUNDATION: 19ASZWNT- CRAWL SPACE: ' #OF BEDRboMS: 1ST FLR: 21t FLR: 3RD FLA:_ Zoning Board Of APPQalS •BATHRO'OM(S): ILIET,.ItOom(S): UTILITY ROOM: . PORCH,TY J DECK,TYi PATIO;TYPE: BREEZEWAY:' FMPLACE. 9ARAGE: DORFSTIC HOTwATER TYPE HEATiP: V Ovf-l��ONDITIONING: TYPE HEAT: 01v WARM AIR: HOTWATER, #OF KITCHENS: ! FINISHED BASEMENT:'YES -No OTHER: ACCESSORY S x CTURES _ GARAGE;TYPE 0 ONST.:_ STIOIRAGF,, CONST.: SWIMMING POOL: � � J ,TYpE CONST: OTHER: VIOLATION C 144&N.Y,STA :i)NIFORM'FjRE PREVENTION&BUILD CODE LOCATIO D C TION A C. d12± f REMARKS: INSPECTED BY: d�1h J 161• DATP,OF INSPECTION: V% LL •3�a_ TIME START:. ':)Y Q E D: `�':~�d LOCATION: (number&street) (municipa ity) ��l , I SUBDIVISION: MAP.NU::�. LOT(S): NAME OF OWNERS : OCCUPANCY: (type)J. `• (owner-tenant) ADMITTED BY: 'ACCOMPANIED BY: KEY AVAILABLE: MF,CO.TAX MAP 1000._y SOURCE OF REQUEST: DATE: `20 RECEIVED DWELLING FEB 2 ^�n� 2021 PE OF CONSTRUCTION: 9 STORIES: #EXITS:�_T_ BAS1N�:� CRA�L,6PACE: Zoning Board OfAp EaiS F NDATTON: F p q_ #OF BEDROOMS: 18 ppT FLA: y- . `2ND.F�:IZ: r. '3T1-,R:k (,pry\-,. ••BATHRO'OM(S). �it�� TC}F�,Efi 12ii�01�2(S); UTILITY ROOM:_ V �,rar�I A PORCH TYPE:, A� ►'' ECI{,TY)f'E:, 1r PATIO;TYPE: -�// �.� BREEZEWAY: FIREPLACE: PARAGE: W -P�641 DOMESTIC HOTWATER: TYPERI�ATER; 1�li� . AIRCONDITIONING: TYPE HEAT: DI tWARMA'Ik-,�. HOTVVATER: #SOF KYTCHENS:_; /^. y ` { FINISHED BASEMENT-YES. NO OTHER: ACCESSORY STI;ZUCTURES 4 u1 GARAGE;TYPE OF CONST., STORAGE,TYPE CONST.: SWIMMING POOL: e -GUI ST,`TYPI;CONST: OTHER: VIOLA�IONS:. CHAPTER.144&NY.STATE:UNIFORM FX PREVENTIO &BUILDING CODE LO ATION C PTION ART. SEC. Oz- REMARKS: INSPECTED BY: 1 J c DATE OF INSPECTION: Yl TIME START:, r END: AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS JAN 15 2021 TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant far any special use permit, site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law, 1. Name of Applicant: David Zappulla 2. Address of Applicant: 9 Violet drive South Huntington N.Y. 11746 3. Name of Land Owner(if other than Applicant)David Zappulla 4. Address of Land Owner: - 810 Linnet street Greenport N.Y.. 5. Description of Proposed Project: Addition of_secQnd story with 3•bedrooms and 1 bathroom 6. Location of Property:(road and Tax map number) RIO Linnett street-1.000_sec-4€3`block-3–lat 13 7. Is the parcel within 500 feet of a farm operation? { Yes W No 8. Is this parcel actively farmed? { ) Yes W 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 ._6.(Please use the back of this page if there are additional property owners) _ 12 / 29 /' 2020 _ Signa _ pplicant 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 B Short Environmental Assessment Form JAN 15 2029 Instructions'for" d;omn(etina— Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information 1"W&ElftTMti9P gtk*d:story to 1 story residence Project Location(describe,and attach a location map): 810 Linnet street, Greenport, N.Y. Brief Description of Proposed Action: remove roof of existing structure and build a second story over a percentage of first floor consisting of 3 bedrooms and 1 full Bath -- Name of Applicant or Sponsor: Telephone: 631 835-0140 flauirl7anni�l E-Mail: dmickeyz@optonline.net Address: 9 Violet Drive City/PO: State: Zip Code: South Huntington, N.Y. 11746 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that x 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? .144 acres b.Total acreage to be physically disturbed? 0 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? _acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial X Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning i-,...ations? X b.Consistent with the adopted comprehensive plan? 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��ilipa(FvjrQ �ental Area? NO YES If Yes,identify: X 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 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: _ M. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑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 mitigation-of-sttPr means-of-drywEli Page 2 of 4 18.Does the proposed action include construction or other activities that ne i poundment of NO, YES water or other liquids(e.g.retention pond,waste lagoon,dam)? i If Yes,explain purpose and size: X 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES. completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: David-Zap Date: 12-29-2020 Signature: _tom 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 l 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 < n,` impact impact may may � . OCC ur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? X 2. Will the proposed action result in a change in the use or intensity of use of land? X 3. Will the proposed action impair the character or quality of the existing community? X 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? X 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? X 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate X reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: X a.public/private water supplies? b.public/private wastewater treatment utilities? X 8. Will the proposed action impair the character or quality of important historic,archaeological, X architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, X waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large JAN,15,Z IVact impact _ may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding'or drainage problems? X 11. Will the proposed action create a hazard to environmental resources or human health? X 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. q 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. o 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 I APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of_Southold's Code of Ethics'nroliibits conflicts of interest on'tlie»art of town i�fticers`;incl'employices.'I'he"purpusc of this form is'to provideinfOrinati011 wIiwh'can.ileri tiie town of'n6ssitilc'conflicts of interest dnd allow it'to iaicewhatever action is necessar,y to avoid same. YOUR NAME :. Zappulla, David M. J (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) JAN 15 2021 Tax grievance Building Permit X Variance X Trustee Permit Change of Zone. Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If No,sign and date below.If 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 1))the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 29 day-of D Signature Print Name- David.Zappull r Town of Southold _ LWRP CONSISTENCE ASSESSMENT FORM A. INSTRUCTIONS JAN 229 I. All applicants for permits* including Town of Southold agencies, shall-complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Bui!(1r11g`Permits and other ministerial permits not located within the Coastal Erosion.HcrzarilArea. Z. 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°sliail n'ot.beunnurtalcen: 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#_ 48 3 13 The Application has been submitted to(checkappropriate response): Town Board D Planning Dept. 5fl Building Dept. R Board of Trustees I. 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,Jand transaction) (b) Financial assistance(e.g.grant, loan,subsidy) (c) Permit, approval,license,'certification: Nature and extent of action: Request to remove existing A-frame roof and build a second story addition with 3 bedrooms and a bathroom, and.a_dew hi�r_000�aboye Location of action:'„ _810 Linnet St Greenport , N.Y. 11944 Site:acrcae: .144 ac JAN 1 5 2021 Present land use: Residential Present zoning classification: g_40 2., If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: David Zappulla (b) Mailing address: 9 Violet Drive. South Huntington, N.Y. 11746 (c) Telephone number:Area Code( ): 631 .835-0140 (d) Application number, if.4ny: Will the action be directly undertaken,require funding, or approval by a state or federal-agency? Yes hI No Lx If yes,which state or federal,tigcney?, VELOPED COAST POLICY Policy 1. oster a pattern of development in the Town of Southold that enhances community character, preserves op space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adve effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. FYes No ❑ (Not licahle-please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaXresoes of Southold. See LWRP Section III—Policies Pages 3 through 6 for evYes ❑ No ❑ (Not Applicable—please expl Uk- we � 0. x �i6 � yf�� - V• � r a Y r t Y ®: yy r� tv Ar 0.7 .R � • � t, - �• .1. , S.. ! k 3 L.�� - t r t n3. x r� a ♦ \ � L µ �y� ! '•,. �.�^� .��•. _ - yam- ' H. 4 f 011 )J iII t f ' S AR Fes-:' `!r. air''• .: � � ,� . • e ill" 1 t _ • _ i ON i - �-y ��. ; tom t`�� • _ _ � � �� - ► I _ r �11 7 _ ♦ •4 «. f M y S_ _ •may�i � Ck�4a'�qj y .. .y L . ;�� 'r M r / - wr - ms's - �#� ��.`� .. . = . . ' �+�►� "'� _ ilr �- or, / J. :w IA 224 `�A � � n • e ,-i r � �i�i.7�l,'at� 'Iy �''W"'r��`� it r"r. *x .. ---�ow, Z ti ''t r ]�. / � �� `+ ��e '•�,� '^4�5.\i• a y�j:a3W }c, t ��<�� ) •\ i ...� ,y f/ J 'J �„"ti�'"�`� �i."k'�' •;x1� 'ods`. �. a v` �1 � • L S� r S..( �• Y �. ,y r \: � f.,1� ` moi. - � M � a 11• \ y � ] ..� � 'ti �) �'� � .�� .i 1<f. yJ.�Nll \t-v;' a � F •V,1_ 4L,` .4 . �-•�ti'y�• 'a�r�T^•, y� , ,, c ,�14i�"��`\`P 'lam+ .,. .St4.'* i`• . - ��• ..t ��, .�a ''''` S �.'`'y�!"1_`.. ;•�.y�...`M. •„; '�.•,�? .�''- �.t`, �'�.� •�y,(vt,�? yM 'SXR -.� ,, 1 TOWN OF SOUTHOLD PRPER'S - w CARD OWNER STREET VILLAGE DIST. SUB. L FORMER OWNER N E ACR- v S W TYPE OF BUILDING Vq ',ES. MISC SEAS. VL., FARM COMM. CB. . Mkt. Value LAND IMP. TOTAL DATE REMARKS 2-1 q b %11,g 6)V 0 Y1 VIP- r AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FA-:.W Acre Value Per Value Acre Fillable I Fillable 2 illable 3 Voodland ;warnpland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD louse Plot DEPTH BULKHEAD ota I DOCK i ` T COLORLit I -- - i-P w ° TRIMknit - r �- Bath Dinette M. Bldg. ' ;�'f;� FAQ _ � ' ' " r� oundation ' l � Extension 1 ., µr` (Basement "' Floorsr Y x K. Extension y � 4'' r 5/t. Walls Interior Finish LR. Extension Fire Place _ Heat n ? '' DR. Type Roof Rooms 1st Floor '"" B R. 1, Porch Re. rection Room _— Rooms 2nd Floor fi ?c— FIN. B. 4 Porch Dormer Breezeway Driveway Garage — Patio z _r 0. B. 1 .� Total £ .� t a` - ---•-It.5 Deed—Indo tdual or Corporation(single sheet) CONSULT YOUR LAWYER al-c IGNING THIS INSTRUAIENT•THIS INSTRUMENT SHOULD BE USED BY l Is ONLY THIS INDENTURE,made the I IT-day of November,in the year 2020 BETWEEN Laura Clark residing at 326 Fifth Street,Greenport,New York residing at apps imkd by Llasre o dated Noven?&-r W 2020 at the Surrogates Court of the State of New Yc k-b?and for Ike County of Suffolk under File No.2020-2554 as Executor of the Estate of Etore Giovannelli,deceased on February 29,2020, y being a resident of Suffolk County,New York, iJAN 2021 as executor,of party of the first part,and party the last will and testament of,late of deceased,party of the first part,and Brian Scally,Joseph Travaglia and David Zapulla,as Tenants in Common,residing at �J81( a) party of the second part, WITNESSETH,that the party of the first part,to whom Laura Clark received letters testamentary were issued by the Surrogate's Court of the State of New York for the County of Suffolk on November 10,2020, and by virtue of the power and authority given in and by said last will and testament,and to consideration of .Five Hindred Seventy-Five Thousand Dollars($575,000.00)dollars, Raid by the party of dw second part,does hereby grant and rekeuse tato the party of the sccond 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 the Town of Southjold,County of Suffolk and State of New York,and more part icularly'descnbed at Schedule A attached hereto and made a part hereof TOGETHER with all right, title and interest, if any, of the party of.the first part of, in and to any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances,and also all the'estate which the said decedent had at the time of decedent's death in said premises,and also the estate therein,which the party of the first part has or has power to convey or dispose of,whether individually,or by virtue of said will or otherwise; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part wiff receive the consideration for this conveyance and wdf fiofd the rigfit to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: LAURA CLARK ACKNOWLEDGEMENT TAKEN D V YORK STATE ACKNOWLEDGEMENT TAKE? IEW YORK STATE State of New York,County of Suffolk,ss: State of New York,County of ss: On the leday of November in the year 2020,before tile,the On the day of in the year before me, the undersigned, personally appeared Laura Clark, personally undersigned, personally appeared personally known to known to me or proved to me on the basis of satisfactory me or proved to me on the basis of satisfactory evidence to be aadrare .o kP the ind y.W_t aa(S) wh&w mmrfS) is fare) the individuaf(s)whaec names)is fare)subscribed to The within subscribed to the within instrument and acknowledged to me instrument and acknowledged to me that he/shehhey executed that he/she/they executed the same in his/her/their capacity(ies), the-same in hislherltheir capacity(ics), and thai by his/her/their and that by his/her/their signature(s) on the instrument, the signature(s) on the instrument, Ute individual(s), or the person individual(s), or the person upon behalf of which the upon behalf of which the individual(s) acted, executed the individual(s)acted,executed the instrument. instrument. (;T_ARY PUBLIC NOTARY PUBLIC q DAVID J.JANNU7-21 JAN 15 202 9 Notary Public.State of New York No.02JA60525F.5 Ouatllied in Suffolk County Commission Expires Dee 26,20,Z ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of ss: State of Massachusetts,County of ss: On the day of in the year before me,the On the day of in the year 2019, before me, undersigned, a Notary Public in and for said State, personally the undersigned personally 'appeared Jeffrey M. Pflum appeared , the subscribing witness to the foregoing personally known to„me or proved to me on the basis of instrument,with whom I am personally acquainted,who,being satisfactory evidence"to be the individual(s) whose name(s) is by tne,duly sworn,did depose and say that he/she/they reside(s) (are) subscribed to the within instrument and acknowledged to to (if the place of residence is to a city,include the street me drat he/she/they executed the same In his/her/their and street number if any,thereof);that he/she/they know(s) ' capacity(ies), that by his/her/iMir signature(s) on the to'be the individual described in and who executed the instrument,the individuals)or the person upon behalf of which for++:Vargg ias mmerte,that sarin'svbsscri mg cvrtnt ecus p=eae flee rrr&vrdust(sj acted, cnc xrted the inserrrmerrt, and that sue$ and saw said execute the same;and that said witness at individual make such appearance before the undersigned in the the same time subscribed his/her/their name(s) as a witness (add the city or political subdivision and the state or ,thereto country or other place the acknowledgement was taken). NOTARY PUBLIC NOTARY PUBLIC Executor's Deed COUNTY.Suffolk, TOWN/CITY.Riverhead Jeffrey M.Pflum,Executor of the Estate of William J.Pflum PROPERTY ADDRESS 44 Brookside Avenue,Jamesport TO Pflum Family Revocable Trust,Margo M.Pflum,Trustee SECTION 089.00 BLOCK-01.00 Title No. 1W q S LOT osa 000 RETURN BY MAIL TO: DISTRIBUTED BY 1% 0{ 9 JUDICIAL TITLE )l ' T:800.281-TITLE F:800-FAX-9396 157l7��//udl ,L NT/ //7y6 t ELIZABETH A.NEVILLE,MMC ��® ®may Town Hall,53095 Main Road TOWN CLERK ® P.O.Box 1179 C 2 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p ® Fax(631)765-6145 MARRIAGE OFFICER y� ® Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Zoning Board of Appeals FROM: Elizabeth A. Neville DATED: January 21, 2021 RE: Zoning Appeal No. 7473 Transmitted herewith is Zoning Appeals No. 7473 for David Zappulla: _,/,Notice(s) of Disapproval _/The Application to the Southold Town Zoning Board of Appeals Applicant's Project Description -./_Questionnaire Correspondence- Certificate(s) of Occupancy Building Permit(s) Misc. Building Dept. forms (Certificate of Compliance, Housing Code Inspection, etc.) Misc. Paperwork- _,.-'Copy of Deed(s) Findings, Deliberations and Determination Meeting(s) Agricultural Data Statement Short Environmental Assessment Form Board of Zoning Appeals Application Authorization Action of the Board of Appeals __ZApplicant/Owner Transactional Disclosure Form(s) Agent/Representative Transactional Disclosure Form(s) ,, WRP Consistency Assessment Form __,,/Photos ,/Property Record Card(s) aps- Survey/Site Plan Drawings i Westermann, Donna From: Westermann, Donna Sent: Wednesday,January 20, 2021 2.09 PM To: 'Dave Zappulla' Cc: Sakarellos, Elizabeth Subject: 810 Linnet Street Greenport -ZBA File#7473 Attachments: INSTRUCTIONS Laserfiche Instructions revised 6-15-2020.pdf,#7473.pdf Good afternoon Dave, As per our conversation, attached is the survey and plans for your review. We note on the proposed renovations by Thomas D. Reilly, P.E., page A-1 last dated January 13, 2021,that the front yard setback of 15.3 feet is not annotated. Since this setback is part of your notice of disapproval and pending application before the ZBA,we ask that you have the design professional include this on the submission. We will require two large originals, and seven 11x17 photocopies of page A-1 once it has been updated. Also, as we discussed, attached are Laser Fiche instructions for your use through the Southold Town Website to research comparables in the rieighborhood of your property. Thank you for your assistance, Donna Donna Westermann Zoning Board of Appeals D GA-/N Town Annex/First Floor 54375 Main Road P O Box 1179 Southold, New York 11971 (631) 765-1809 i RECEIVED f 5 E ) L•') - B D 10 ' 12 1 Sl2addV'c p-moo ruiuoz PROPos®FIRST FLOOR LIVING SPACE(2200 Sp FT) ®STING SECOND FLOOR LIVING SPACE(19275 SO FT) TOTAL LIVING SPACE IS 71275 SO FT - Lni OA�rd Of'�Apeals , / F41-'�[LINK li.U4 91X30 N 82°45'20"W 50.11' PENLE •22 l STEPS I 'OI]*,a I '" Roo D OYER PATID _____-i el § TOB IIW SHED zsr El—N. ''O L ' �I� LweR4SImFlro fO YiM1M9iV.t latl e°pi I P , I b N CwfOnNHro IaN w rG PWCC iMl[0.let S 1 G C i IN—x11]91�L '� .xLvpV¢S/auf I ro°WL eNVl W.K.YMY OI N. ; 1 I 1 f8Atl1.5PACE _ I`I �I ' y y �•aznm,na.w[wa 1a NNmu a I I Im wu.emre w n I I 2'.a 1l 0 la'eL § 'wu1L1Tm9aw m zmn,51 wn ei msila wu`w'�atS ^-'�'��^-'un w.n I d i I 10 0' I —BEEN-1— T Am:ismrtn ma u auo uo w9 omo-lasnu u rt CCNc APRON I W mo.0 Olrw a9o/om1.awNq Isom m e7nn w rt(mr.ry m.N.1c d:. _ —� 1 wN610 r' NL WIWI r9B%✓Q4K RWim IIr OI I I 1 I I I I H ' I \I f0 jc"o1. � ASf MLT DWVeWA� I I 'car I O LO Ln 1 � him e.l�OGlJ aI.I-NM � *�,I �N � 1 I• -e I___-_ v � O _i IN,ISMaxnn wu W aLJaE M° � // 'z �J L __ ;D ___ ____________ PROPO ED FRST REAR °r0'v¢�ompP¢C1sPu'BE reo L.ar]ou"OAwxoeo�"B.o� Gu.Lus lWaoP[Inm¢vno�ro a i,s t /5 8' DECKI(/7.8 RG.ftJ >x 11- I nB I�meLwK OfBea 5N1L 1Ql ROUPFYd1S K M U.[YSmL R°1.LS1Y E I%° 'V E lem a I,00lIL0 w amw LmJ.I¢I w.vx 9099 BEANNE m Haar ra vaeoaE OFBfE$11N1 t- i I I �� I I x¢1 HlAVId101R d M MPxM¢ L- ' ]-t?a v I/ w¢t I I -lo$1w0 SIxO S W N9/WV¢IIS r / STY TABLE R301212 DEMO E%ITBTG 'O' —/ ADDI7'1 II (1119 13 SO FT) TIABORNE DEBRIS PROTECTION FASTENING STOOP ANO STEPS AF617 W SCHEDULE FOR WOOD STRUCTURAL PANELS T STORY 1 le•n¢ i i rumml ltx rul¢rtx vnxo FMLN[7 FRAME I 1•ii I BeSutta I l S i nirw:e 1m" i e lur'" x DWELLING N' I I ne.000 ua.eum la to e N i I —%• I owls olw]•,Im91mn LLx01N L i LJ l aI I ; aM ] ° ;cq rnsl r.lo r 1 la- e e i itl ]a'o�a"arml�r h5 nrtl„�iDnx 1e i I � ,e m 23.1' � � i i i � ra u r waml N.A 1 Imr-ewa N.A 1 Paw-e.rwA � i I ' J w 1,a ulat¢er9m ax leo uPM ulwrz Dasa txw srtuq W xm A,urom Iv N um Inion I 3 wtxo ¢rA 1 x0 s w eL wnx m 91 o mwo Dms m ae o0o S NnuNu rwe ° I 100.33'TIE ' --- -----------------------� I lalaossNl]a19N,lexe,L�IxWrwNlLxEwrreL I c moms R P¢¢1M1[INE il¢m[Imr m caamo BE !x NO ILwcn o I 0 I[551N]N]'MU ML BINA110 INYL Ia1Lx[rt5 SIV¢BE LOm1f0 Nel L651Mm --•---- -�_-- a I SrOBNi ]-In'•xeN M roa r—E.aaa eN LaaoL E.Ou@S M9b®i0 r05OiBr CR SV.SONBY/51WLO� —A- --c, N1L.9[—c,N9 i Iq[MwCt I I le'OG � � � VB4LP{N-V136r4R NIOror6 1NwC M 10.1wUL N9UWW1 IOIt'e!NO lRS iNw1 1500 FWtOZ _nosl i•no-rJ e _L i ' $02"46'10"E eu E or r•AOEwo I � e oc 1 :t;:rex"Im Sart iW.w9 __ �� ' P00(SWll 9C mMM10 50.17' fool Is ro eE Ilsw rm e4omM n.rcmonx o¢vlvww ora a sulmn,c as m mswllw ]-]'_-- eaT[m� ¢�[N,wW LINNET STREET IL�,NN 7 nm,]I>w„ WW nleu r9m7 mgrs�¢Ile u7 rLran+r w„. 1 Id m amsr�E9a 1 a tR(-mNE a LER ya ---A—. DNU965 nwo0a A 9—Noor.a uu sLMI NE-- 5 waw OewBE w o w1r. x w IM s>s E,aR xM,SINLL 9E I¢oL NO SURVEY BY rlsrc ra 11VPlIM.ENM401[K iNt elmem. 3 T EASON LAND SURVEYOR OU D O SLNE r.lo-o 27 POPLAR SIREET scu[ I/.--I-o- N PORT JEFFERSON STATION,NY 11776 JOSEPH TRAVACLIA °"I'H°° ml. 3' DBA DESIGNER DRAF'1NG SERVICES o 1N a x7 m '".wr"'` 7A— a-D-'m OnSTM malb6 1:"J791LUORLYN BLVD-9AYSHORE-NEWYORK-TELE n11 197.',693 PROPOSED RENOVATIONS S. F4 Nelm THOMAS D.REiLLY, P E a...LL P"BEZELLANE•SNIITHTOWN.NY11797 Ch- #611 LINNET STREET - GREENPORT, NY .r LINNET STREET S 82046'10" E EDGE OF�AVEMENT_ —M17'! — CONIC WALK i I 100 33' v r OWr M OI'E � OOD p WIO.J, ZA PLANTER U i = 16 2' W 23.1' (44) 'a "'—FENCE 0. - ENCE O.IE y611 2 N o 1 TOR n 4 FRAME a N DWELLING n!= L6 (� 1.0 = "' N i � r u 0 D`i O 9 2 CONC � STOOP N 4 STEPS 1(2 (0 CONC a0 PAD 16.4', (43) W 0 M � (0 _ I ASPHALT DRIVEWAY I 0wo) Q O J Z Q N CONC APRON 2 2' 10.0' FENCE I O.V E I' R O 31 2 STORY JAN.15 2021 (42) I LC �eWOOD PLATS 22.5'. 4 STEPS KADE FENCE ' 4'CHAIN LINK FENCE FENCE N 82045'20"w ID 3C'N 00 FENCf.�j — 1.2'5 50.11' �r 1.2's p/o(45) 20 0 To 20 40 1 inch =20 ft. GRAPHIC SCALE ( 1N FEET ) TOTAL BUILDING AREA = 1,630 S0. FT OR 26.0%OF PARCEL. (14621)- DENOTES FILED MAP LOT NUMBERS SURVEYNOTES 1.UNAUTHOROlD ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THISSURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY.CERTMCATIONS (46, p/o 45 INDICATED HEREON SHALL RUN ONLYTO THE PERSON/PERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON HISMERITHEIR BEHALF TO THE TIME COMPANY,GOVERNMENTALAGENCY,AND LENDING INSTITUTION LISTED HEREON CERTIFICATIONS ARE NGT TRANSFERABLE TO ADDITIONAL IN DNS TAX LOT 13 DNS OR SUBSEQUENT OWNERS 2.THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. AREA= 6,277.79 SQ FT 2 OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD NOT BE USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER STRUCTURES. 0.144 ACRES 4 SUB SURFACE STRUCTURES ANDIOR UTILITIES,IF ANY NOT SHOWN - 5 HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON REVISION 1-7-21 VILLAGE COMMENTS 9/172020,OF THE LAND THEREIN PARTICULARLY DESCRIBED THERECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE THIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTYDIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Wl T. EASONLAND SUKTVEYOK SEC.048 BLK 03 LOT 13 17 POPLAR STREET,PORTJEFFERSONSTATION,NEW YORK 11776 DATE.§-17-20 SCALE. 1"=20' �k A Pbo2e 631 74-2200 /Fax 631 780-0491 emmITEASONL4 OPTONLiNE.NET ( � � � �. RO ECTNU MET20-152 -, BOUNDARYSURVEY OF Ntz SURVEYFOR.• JOSEPH TRAVAGUA Q� �1tE A. �s)-0 MAP OF.- GREENPORT DRIVING PARK, FM# 369, 12-1-1909 co LOCATTON.• GREENPORT, TOWN OF SOUTHOLD, NY CERTIFIED TO: JOSEPH TRAVAGUA r D � s. 0 1,f RECEIVED I I F4 I A 5 E 9 IE II 1, 12 21 S1pOdCI Vy 20 P.IPOo i5quoZ PROPOSED FIRST FLOOR LNING SPACE(2200 SQ FT) t L EMSTING SECOND FLOOR LIVING SPACE(492 75 SQ FT) j y TOTAL LIVING SPACE IS 71275 SQ FT on r'4 Of Peal- E f ;�G ��® N 82°45'20"w 1 50.11' - DrKFeNG- 6xP2/N'��wrPsx TpGMDE F GD 1123:-3� '22 .E�TErs ROOF ID OVER PATIO TOB DEMOLISHED wr c 1130 1 vl o cuemw[s - w%suPSOx s ;] H wx µ— 6n � I LLQ" I m�'m ±.6•E}o 11 TO _ s�EEnrEM,E s<�R,I 16]Er ME x215 wr 1 D a� ] 1°m,w TO., _ 220 .-.<m"BURL x.I6tem L uva�m �[^°�__Juv[,Ixu o I CJNG NE RCN ] I W RU,x 9M/O[d•evt�pWm Bt eTrn m rt(Ipf Ns.Q III. I �T�E NL IUUBER 10 FS H¢SSUPf rBG,F➢I]aBFR 1—DFJVE I I{(•) I-]n 1[c6x N AA MRu co , Ia o �wE (a)!,RAILING DETAIL o Po a E a MN,5 U) Z Ex I6 xtr, xN ,E gun.—_n .5,± w E '� X164' - " PROPO ED FIRST REAR _ In _________l DECK 4765 FT -e-w dnlals E. .aE]ocs.EnC. ..C BJ I.EEU,El w NxoPom.I o E( Q ) O[BR6 REQ x5 SNNL BE PROIEEIED IRON wWOmOHI 0®P5.1 1 El.PRO,ELMN e I W EER wwo Iw��[e.uao9tV2 um eu1'12 a,-EC uRmEE—.I""'Iµ'" less _ � � 'S 6' -m PPC...OE,wlnoeERx[o[eR6 swu uEn REnnRENExrs a.w uPRw[u - ;i J- I. x 1/.STEEL P wPAn-Ies6nxc sru+oARo oR usl/EsvA IIS PRI OSED 2ND SfY W TABLE 8301212 DEMO E%ElINC 11INDBORNE DEBRIS PROTECTION FASTENING Sf00P AND STEPS ADDITI (1118 13 SQ FT) A SCHEDULE 11 FOR WOOD STRUCTURAL PANELS 7 STORY IW _ $ 1 I8 o c C j r]z,ExER r]sExm sPxnm Iwcx[s) FRAME i s Emµi e[iEn`x i eOr[ir'� DWELLING xuriE cMI WIT[uTEw aesEo F I O B[ou[xT IO+Em 16 Io B N � N i; N I Imow o2'N8a.¢o uxcnl w 217 •[uemuExT I e o .I IA"I 6•.Io r ' ' °❑ii it Iµalµ aEouEm iuw,x � 231' si I c-- m-Llu Irl ERwmpi"Ex IS I6 6 rox Is a I IN.pEg4 oun I roOT-3018 mn,1 POOTC.4448N d ------ J p 's N.BIE 6"B.sEo off 'N 1wA,E oEs6N w,xo sP[Eos, A n'ITTuDw RaEE"ORT I 3 wc]c D B r iE[ Bs S BE wSrxiEO Ar OPPOECO CMOS OE THE III SI"ITCRAI IAIEL EIANTFR NE[aurco xo,,rss rxw I- IN EaE or Pu1E1 I = I 100 33'TIE not Iss mµ1 T.III HOTeLE I Exisr± µ1i[2 101 TI rCIE I .'�OR C"flelEw�e NO Lwwt[ I 16 0, L xBIUiiOx-RE561urt uJb10AS xAvwE IN uLrE OxwNquwxl CMxCM o<NOT D35,Wx 1500 PoUx05 uu 5 G-N _ I d PJIm d S 82°46'10"E I6 OC I P.IOl1 mOr Ex1[IIDO[I.OPGI,U0 PwLS MA, ME.Roucx IN�¢s(ism sEAm M[EwF vxrm _ ---- n01 Ea 7111 L 50.17 - -- - _------- - - C_RECROMµ E R LINNET STREET x] I±1,43030)REK E`RE�' T0.05u1L wHIPE D,E 95]PERiMr v4,[ I ,ESN r"E I..mA.8X011 'i IT(Cl(-Teel OR EEss. I uE guu BE xIT aL6 A J nux]wcx6(]avu)m wuEtER.Iwr wEETJs w CI ss r.E wa�xL 6E uAEE CII— I[LOT'524630.1 SURVEY BY msoE TME I.R-D,v 1 OC ME mmowE. / � 3 PLOT PLAN T E SON LAUD SURVEYOR �FOTJNDATION f BASEMENT FLOOR PLAN E-E 27 POPLAR STREET PORT JEFFERSON STATION,NY 11776 JOSEPH TRAVAGLIA DBA DESIGNER DRAFTING SERVICES D„� I--,� N, w„ I 1 B-S)-]0E)ESIiN0001O1R01t'+ 1:7B1111KLI'NdLV.-dAYSHORE-NEIVYORK-TELE-, 6EI.93 PROPOSED RENOVATIONS Scale AY NOIfD THOMAS D REILLY, P E "rajeTi, A- 4dEICI LANE-SMITEITOA'NNV1176i �,N,m #611 LINNET STREET — GREENPORT, NY awn of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/21/21 Receipt#: 277539 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 7473 $1,000.00 Total Paid: $1,000.00 Notes: 48.-3-13 Payment Type Amount Paid By CK#1138 $1,000.00 NYCELEX Real Estate Holdings And Develop Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Zappulla, David 810 Linnett St Greenport, NY 11944 Clerk ID: JENNIFER Internal ID*7473 r �J+q3 TOWN OF SOUTHOLD Uou l� ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK I I AFFIDAVIT OF In,the Matter of the Application of: MAILINGS DAVID 1 (Name of Ap f ant/Owner) Q L i yy N E T ST SCTM No. 1000- [_0 R - 3 7 13 (Address of Property) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, (X Owner, ( ) Agent nj 1b Im residing at UtA l D v-, V i Jjn ru q 0 rJ_. New York, being duly sworn, deposes and says that: , On the d'ay of , 20� ,I personally mailed at the United States Post Off ce in. e ,J c5 T-j a� eW York, by CERTIFIED MAIL, ' RETURN RECEIPT REQUE TED, a true copy of the attached Legal,Notice in l Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on fife with the ( ) Assessors, or( ) County Real Property Office, for every property which abuts and is'across a public or private street, or vehicular right-of-way of record; surrounding the applicant's prope y. ign ure) S o to before(fthis day of iaN2( 7 JESSICA P MCNULTY NOTARY PUBLIC,STATE OF NBW Y0RX \ Registradon No.OIMC6392623 otary b1iC) Y My Commffifiewd in Su ion Ealipe$Snd PLEASE list on the back of this Affidavit or on a sheet of paper, the lot num ers ne 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. stal Service-Jit ■ •Nml Service ((( ■ CERTIFIED • © RECEIPT ■ , ■ rLJ Domestic Mail Only. Domestic Mail Only 0information, c nJ Certified Marl Fee $3.60 � Certrfled Mail Fee $3.60 H co Er Extra ces&Fees(checkbox,add fee reale) �. Cr $ r ervices&Fees(checkbox,add fee�s•4pptgadate) alum Receipt(hantcepy) $ $0-00 I 1 1 A a .�O Return Recelpt(hardcopy), $ UJ �IJJII�I r ❑Return Receipt(electronic) $ V•N11 Rr ❑Return Receipt(electronic) -$ ti r O []Certified Mall Restricted Delivery $ �(,�('!� FI� "-;S t3 ❑Certified Mall RestdctedDelivery $ 1.rfl He�g Z C3 []Adult Signature Required $ _ -' �Af C3 []Adult Signature Required $ rh e - - '-�✓," `Q?! ❑AdultSignature Restdcted Delivery$ 93 r0 []Adult Signature Restricted Delivery$ C3 Postage O Postage 1.7c Ln $0.75 gy, � $ 171 v =11 Total Postage and Fees 02 S = Total Postage and s IU $ $7°2(I ru $ Vs 20 r3 Sent T1/t C3 Sent7b /f f�,+� ru �/� e o __ ��rV�Oa� ru (1.41_•JAW---------------------- - - =- - C3 Street No.;orPOPoxNo. , C3 §rreestt. A orP ox No. r � r�- �) ------------•----------------t �_ . CityJ�j4®Cdy State,ZIP - - - J £,v Al " •� U4S ■ . © RECEIPTpostal ru CERT C3 to I• Only M17etuMft.cel� •s ,�Iy� � .- .pn� ((� � �! C. tr—�A L U � `0 NP_WPrJu 1'I — 63 A L U •E � "'6 074b _ Ln (1746 Er 7 e Certified Mall Fee $3.60 s(checkbox add fee ! fl 1(I cepy) $ �op Ptlate) $ ate) tilp Q' r ervices&Fees(checkba,add feee p O [I Return Receipt(electronic) $_ dill■1111 .T.P ��(� Return Receipt(hardcopy) $ ❑Certi led Mail Restricted Deiive C' mady% J: --Q ry $ � d 0 ❑RetumReceipt(electlonlc) $ $11_Il1J t td C3 ]Adult Signature Required $ ❑Adult Signature Restricted Delivery$ la•(IF_I SX y," d• 0 ❑Certified Mail Restricted Delivery $ '$kl []Adult Signature Required $ �{- C� �'•,✓r. - �.Ar //ff y �a Postage � -„ tY ' r [' c Z - v;." O []Adult Signature ResWctedDelNery$ ,� �9 -•y O $ i-1°7 f� i a ni ni TO I Postage and s u1 2(021, I tit) $ stage $U°7c g/2(12 (°21.1 $ 5 Total Postage and Fees p C3 Sent To fr uru 7°21) tier SA Street anilAptfNd.,or PO Boz No. "" = I Sent To.� --------------------- - 0 d - j �r Cary,Stale ZI r ----��1'--__-_ p Sru treet andApL No.,or PO Box NO. -- -----�----- moi ' — ..-- <----- ------------ ---- - A r, T citslave;Z 4�" PostalTM - o RECEIPT Postal, O /. "CERTIFIED © RECEIPT Ln nJ Donjesti c4 Mail On Er e • e �D BroLn w 1 m For delivery rU Certified Mail Fee GrCC •f�Y� $,,,Hyl l u7 �D $ ru Certified Mail Fee $3.60 � 6i I (1746 Q' Frvlces&Fees(checkbox,addfee��P p� HUco a�um Receipt(hardcopy) $ �'-�7,01 are) y�'7 Q' $ p r Nlces&Fees(chock boy add fee�S app{�vt�te) C ❑Return Receipt(electronic) $ 5+1 I_�I i alum Recelpt(hardcopy) $ 7>IJ.lltJ HuArr ❑Certified Mail Restricted Delivery $_ Pte+ - ti; .t 0 Return Receipt(electronic) $ I I.1111 G � ❑Adult Signature Required $ `��°�!(I Hera - O omark., .x0 -j. ❑Certified Mall Restricted Delivery $ $(I,1_I DAdultSignature Restricted lefiv $ rJCr •, Delivery ? O C3 []Adult Signature Required $ °�'+`v' 1t• Postage 2 p $191.1919 _ g )1' e 9�0 �f Postage Signature Restricted Delivery$ t9 - Ln $ 7, 4 g iii°75 + Total Postage and Fe�s (12SpS Ln $' 9 ?J Z $ $ Z11- Total Postage and F s - /202 !21 C3 Sent T - .� $ �f°2b 1)46"-U S rij O Sent To M SrW t and of No. o�d Box No. - ' I R1 —fes y� U� 1 Il'?1$ t [Q -=- - — h- ��- --- � v�� 15____[ ,_2_____ ; Q Street s Apt.No.,orPOBox No. Cdy, tate Z%P ®•---- - -�- ----------— r� q 11 Z �73 TOWN OF SOUTHOLD ZONING BOARD OF APPEALSl�— SOUTHOLD,NEW YORK AFFIDAVIT OF In the Matter of the Application of- POSTING � 1 0 , _ � SCTM No. 1000- P 3 3 (Name of Applic t ) (Section, Block&Lot) COUNTY OF SUFFOLK STATE OF NEW YORK I, Iq U 1,13 U • residing at I �I J (1 l F'T (J I o Q60 P,UPJ1-1NqT0-PJ ,New York, being duly sworn, depose and say that: I am the ( Owner or ( ) Agent for owner of the subject property On the day of 20a j, I personally placed the Town's ,Official Poster on'subject property located at: 1 �'ri rJ 1_ off". �-M Y l 1 q L1 Lt ' indicating the date of hearing and nature of application'noied thereon, securely upon su6ject'property, located ten(10) feet or,closer from the street or right=of Way (driveway entrance),facing the street or facing each street or right-Of--way entrance,* and that; I hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearin date was shown to be /A k ex + Q[-�-F a ( ner/ ent ) Sworn to before me this Day of 20 JESSICA P NI NUL Y NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 MC6392623 (Not Pub I Qualified in Suffo k My Commission Expires * near the entrance or driv entrance of property, as the area most visible to passerby AITCH LME F FOR PCL.NO. SEE SEC.NO. 0,2-01029 Vv �' 112.41.986.71 '1///J pI g F1,N9.7fN.21 2 -w � -1 '6.,. ' M7.2t25E Z`U N72-1125E g5 7521' DaV 1c3 (sa, - 100o — L+8-3 — 3 S.D. W � � '° N 14 r z r Ro• � O 0 12 Mp1N � 9 10 11 CO f ku 4seaB. rn n a o , .. _ 1 4 A Lot 1 ,5 P 'I o, ", on I X15. 10DOCD I { V a, _ _ _ 2, '� ,9 ' 1a oli .6 1 - $T• s0 361 1 (,INS 32 IG 3+ 0 I W •26 29? -11.1 _� _ z wnF 1:35 W 1 ' -7 I ' 24 Pon on I $ "'I t� SSS ; 1-J-Z �� P 1 ' X41 38 Y� J(�01 +0; m 27 .x o" I o•' _ , 1 '142 ---'-.-.--`-- tM 43 I $ 160 (53) 251.37 _-- - 44? 442, ro+` L EI.N9,69Q74 . L �/7 47A 0-1 Im ,y7 $T. 11 It 11\/;/` t � CORININ L"' s b8B Pkat GAP ,1 I ' lfl ' r ;44.9 'i ; ; ' 1 N322,105.74 r, w' & cl I E2.N9.693.75 p �1 O 0 rIJ.J , I pa, I' R,1 Tg n _w1 ~1�.a �1 e 1 1 11 A, 1 1 P11 & ,I 11 1 U) MtA ; p, aq Al 1p /, 31 n(A1 FLINT 7.1 I ST. 2 Rfl ST �I.,. , arrV tso 1P vG 3 i JC,G(�- �uA„ I t11z-T� N•(- I//J ' 26 25 24 23P".. _tfl,y 29 1'n 28 27 m9 P, m I (�L�LA eq 40 -4 -- n m �i1FCe�'1 I.p & 100 __— ns. I m, O9 PR 2 42 twZr/0 - 6 1 P 31 P 38 139 PHI 1 '33.1 34 f In 1 m 1 , a aw a ST. LINNET w7 awN1 t3 u 00 1 S.D.WWD CS� N 4 7.1, 7.ri On _ `hn. 2 1 6sT zs., - ZD.WW N. = Pon on wO' 20.11 1. rn - P24 23 P 22 P 21 29 In y z7 V 2fi ® s0 m O g ST. o — BROWN 42.31 1 w 1 `42.5 ' , 1' PM On wn s 42.9 '42.6, ' ; . - ,1.2A(.) �P P7'1 - ,' 1 ' ' ' —i-2�UNE 4 0 O `1�ATCH NOTICES COUNTY OF SUFFOLK © K o01 040 U- --R-- MAIN S lOttq - �, +v. ILw. ——w—— IcmrDaneli� —Hsr—— iWE\ MpNNT TENANCE.ALTE0.ATION,SALE OR o Real Property Tax Service Agency Y DISTRIBUTION OF ANY PORTION OF THE ——L—— txnr� WaTEq SUf FOLK COUNTY iq%tAAP IS PROPROHIBITEDPROHIBITEDY; q County Center Riverhead,N Y 11901 (y, ' W eO.ee lw——�—— pwX AEFIeE ...- f71 ta,F —P-- �.w.1P OCFia•iv--WW-- ANWIA E Yws7FYwTER WTHOUT MITTEN PERMISSION OF THE 'IY.�'••-••tl� IW O6ULf WFEET. A REAL PROPERTY TAX SERVICE AGENCY �~jaffiy3y`'' P 045 3 19 Gt,, TON 1Av)0 . 3 < < 6° k 2g 1 61'� q2 cjl 1 rl 3� . Dcjr� ' CA F. 61 ]` ♦ I 1` �/�,^yam NOTICE OF kARIN� S 4 V—A—t,TARO SETBACK A LOT COVERAGE TE: TKU*S NMI 4 10 vr4o py• gBBa I �, i � 1 ON ON DELIVERY COMPLETE A. Signature p Agent ■ Complete items 1,2,and 3. [1 Addressee. X ■ Print your name and address on the reverse C. Date of Delivery j c so that we can return the card to you, B. Received by(Printed Name) ■ Attach this-card to the back of the mallpiece, or on the front if space permits. El s � 1. Article Addressed to: , D If YES,enter address elivery address below:i? ❑No •U �Ay,,, 40- ( 3, Service Type' ❑Priority Mad Expresso 'N7/I ❑Adult Signature ❑Registered MailT IIIIIIIII IIII IIIIIII ict ❑Adult Signature Restricted Delivery Delliivery II VIII II IIIIII III VIII III d Mad Restr 11ed ❑Certified Mad® ❑Return Receipt for ❑Certified Mad Restricted Delivery Merchandise 9590 9402 5894 0049 1221 70 ❑Collect on Delivery t3 Signature Confirmation"^"4 ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) �__� ,Insured Mad Restricted Delivery llnsured Mail Restricted Delivery !7020 2450 0000 9 825 7 018 (over$500) Domestic Return Receipt . PS Form 3811;,;July 20i1t5�PSN 7530-024000.9053 1 — – i t • . . DELIVERY • • • . A. S-Clnture ® ( 6n't ,ippms-1,2,and 3. _ - — 0 Agent p F- 0 Addressee 4 �i r Print our name and address on the reverse so that we can return the,card to you. _„. ;-5,-,Received by(Printed Name) C.Date of Delivery 4 i ■ Attach this card to the back of the mallpiece, 1 j or on the front if space permits. ❑Yes 1.. Article Addressed to: D. Is delivery address different from item 1? If YES,enter delivery address below: E3No D14Jip �dn).S 11-11 Slvrv� 1 3. Service TypePriority Mad Expresso q II I VIII IIII IIII III II IIII I II III I II I I II I II I III El Adult Signature [IElRegistered ❑Adult Signature Restricted D0livery ❑Registered Mail Restricted'] ❑Certified Mail® Delivery ❑Certified Mail Restricted DeliVery ❑Return Receiptfor 9590 9402 5894 0049 1221 87 Merchandise ❑Collect on Delivery ” [I Signature Confirmation"' ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation ` 2. Article Number(Transfer from_service labeQ --�isured Mad Restricted Delivery ' 7020 2 4 5 0 0 0 0 0 9 8 2 5 6 8 8 2 sur$500) Restricted Delivery p ver$500) Domestic Return Receipt I PS Form`3811;July 2015 PSN17530-02-000=9053COMPLEfE THIS I i SECTIONON DEN: COA4#LETE THIS SECT161V' l ■ Complete items 1,2,and 3. net � ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you, eceived b ( inted Narne) C. teof ell ery ■ Attach this card to the back of the mallpiece, or on the front if space permits. Ye 1. Article Addressed to: Is delive a ress different from item 1? IIf YES, nter delivery'address below: 0 No 1 3. Service TypeD Priority Mail Expresso II I Illill IIII III I III II IIII I II III I II I IIII I III ❑Adult Signature 1:1 Registered Mall ❑Adult Signature Restricted Delivery El Registered Mail R Restricted ❑Certified Mall@ Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for 7 9590 9402 5894 00491221 56 ❑Collect on Delivery Merchandise , Tm 2. Article Number(transfer from servir.P talion_---- "ollect on Delivery Restricted Delivery ❑Signature'Cohfirmatioq ured Mai( ❑Signature Confirmation 10 0 0 0 •9 8 2.5 7 x 3 2 Isured Mall RestflcWdY6el ;i Restricted Delivery 1 ?1320 �� —(over$500� ' PS•Form 3811,July`2015 PS0530-02-000-9053 Dpmestic Return Receipt j t AFFIDAVIT OF PUBLICATION The Suffolk Times LEGAL NOTICESOUTHOLD TOWN ZONING BOARD OF APPEALSTHURSDAY,MARCH 4,2021 at 10:00 AMPUBLIC HEARINGSThis,PUBLIC HEARING will be held virtually via the Zoom online platform. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted.The public will have access to view,listen and make comment during the meeting as it is happening via Zoom Webinar. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.gov/agendacenter. Additionally,there will be a link to the Zoom Webinar meeting at http://www.southoldtownny.gov/calendar.aspx.10:00 A.M.-JIM BRODSKY#7466-Request for a Variance from Article III,Section 280-15 and the Building Inspector's December 2,2020,Amended December 8,2020 Notice of Disapproval based on an application for a permit to construct an accessory garage in conjunction with a new single family dwelling;at 1)located In other than the code permitted rearyard;located at:1895 Pequash Avenue,Cutchogue,NY.SCTM No.1000-103-7-15.10:10 A.M.- VINCENT BERTAULT#7467-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's October 22,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling,and construct an in ground swimming pool;at 1)proposed additions located less than the code required minimum front yard setback of 35 feet;2)the accessory swimming pool is located in other than the code permitted rear yard;located at:95 Navy Street,Orient,NY.SCTM No.1000-26-1-12.2.10:20 A.M.-VINCENT BERTAULT #7468SE-Applicant requests a Special Exception.under Article III,Section 280-136(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at:95 Navy Street,Orient,NY.SCTM#1000-26-1-12.2.10:30 A.M.-SAMUEL J. DIMEGLIO,JR. #7469-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's November 17,2020,Notice of Disapproval based on an application for a permit to construct a front porch addition attached to an existing single family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum combined side yard setback of 25 feet;located at:2280 Deep Hole Drive,(Adj.to Deep Hole Creek) Mattituck,NY.SCTM No.1000-123-4-6.10:40 A.M.-MICHAEL KREGER#7470-Request for a Variance from Article III,Section 280-13 and the Building Inspector's January 6,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to-an existing single family dwelling; at 1)more than the code permitted maximum two and one-half(2-1//2)stories;located at:985 Bay Shore Road,(Adj.to Pipe's Creek)Greenport,NY.SCTM No.1000-53-3-13.1,10:50:A.M.-ROBERT AND DONNA DRUMMOND #7471-Request for Variances from Article III,Section 280-15;Article XXIII, Section 280-124;and the Building Inspector's December 16,2020,Notice of Disapproval based on an application for a permit to legalize an"as built"deck addition with hot.tub attached to a single family dwelling,and to legalize an"as built"accessory shed;at 1)"as built"deck is located less than the code required minimum side yard setback of 10 feet;2)"as built"shed is located in other than the code permitted rear yard;located at:675 Private Road#12,(Adj.to Corey Creek)Southold,NY.SCTM No. 1000-87-4-7.1:00 P.M.-COTTAGE ON THIRD,LLC#7472-Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 13,2021 Notice of Disapproval based on an application for a permit to construct a new accessory pool house/garage;at 1)more than the code permitted maximum lot coverage of 20%;located at:850 Third Street,Greenport,NY,SCTM No.1000- 117-8-7.1:10 P.M.DAVID ZAPPULLA#7473-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's December 23,2020,Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single-family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)more than the code permitted maximum lot coverage of 20%;located at:810 Linnet Street,Greenport,NY.SCTM No. 1000-48-3-13.1:20 P.M.- JAMES AND LAURIE CARNEY #7474-Request for Variances from Article XXIII,Section 280-124 and the Building Inspector's December 15,2020 Notice of Disapproval based on an application for a permit to 377e8c50-e53d-42ee-95fb-6d18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 370 AFFIDAVIT OF PUBLICATION The Suffolk Times construct additions-and alterations to existing single family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet;2)located less than the code required minimum rear yard setback of 35 feet;located at:No#Equestrian Avenue,Fishers Island,NY.SCTM No, 1000-9-6- 3.1:30 P.M.,-CHRISTOPHER AND MARIAN BRIGGS#7477-Request for Variances from Article III,Section 280-15;Article XXIII,Section 280-124;and the Building Inspector's January 25,2021 Notice of Disapproval based on an application for a permit to legalize"as built"deck additions to an existing single family dwelling and to legalize an "as built"accessory shed;at 1)as built shed is located in other than the code permitted rear yard;2)as built deck is located less than the code required minimum front yard setback of 40 feet;3)as built deck is located less than the code required minimum rear yard setback of 60 feet;located at:320 Oceanic Avenue,Fishers Island,NY.SCTM No.1000-9-7-9.1.1:40 P.M.- KONSTANTINOS DIAKOVASILIS#7465SE—(Adjourned from February 4,2021)Applicant requests a Special Exception under Article III,Section 280-136(13). The Applicant is owner of subject property requesting authorization to establish an Accessory Apartment in an existing accessory structure;at: 2095 Ruth Road,Mattituck,,NY.SCTM#1000-106.-7-6.1:50 P.M.-SUFFOLK COUNTY ENERGY STORAGE II,LLC#7463SE—(Adjourned from February 4,2021)Request for a Special Exception-pursuant to Article XV,Section 280-62B(5),the applicant Is requesting permission to construct and allow for public utility structures and uses;i.e.,battery energy storage system facility;located at 69430 Main Road(NYS Route 25),Greenport,NY SCTM No.1000-45-5-1.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://24.88.28.228:2040/weblink/Browse.aspx?dbid=0. Contact our office at(631)765-1809,or by email:kimf@southoldtownny.govDpted: February 18,2021ZONING BOARD OF APPEALS,LESLIE KANES WEISMAN,CHAIRPERSONBY:Kim E.Fuentes54375-Main Road(Office Location), P.O.Box 1179,Southold,NY 11971-0959 377e8c50-e53d-42ee-95fb-6d18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 371 rile -I s-r � 1 AFFIDAVIT OF PUBLICATION The Suffolk Times State of New York, County of,.Suffolk, The undersigned is the authorized designee of Andrew Olsen,the publisher of The Suffolk.Times,a Daily 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: February 25,2021 This newspaper has been designated by the County Clerk of Suffolk County,as a newspaper of record In this county,and as such,is eligible to publish such notices. Signature Eliot T.Putnam `Pnnfed Name Subscribed and sworn to before me, This_l1day of C 20 a Notary`Signatu r STATE OF NEW YORK'. _ :90 ARY PUBLIC C ALB ANI• 1 61RE639844. Mc .,� yl Notary Public Stamp �., SSfpi,'Ehe,�� 377e8c50-e53d-42ee-95fb-6d18cb3aafee kimf@southoldtownny.gov SOUTHOLD TOWN BD OF APPLS 369 3. BOARD MEMBERS ®f S0 Southold Town Hall Leslie Kanes Weisman,Chairperson 5309.5 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. ;r® ® �® 54375 Main Road(at Youngs Avenue) Nicholas Planamentol�c®U��\ Southold,NY 11971 9 http://southoldtowiiny.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, MARCH 4, 2021 PUBLIC HEARING Due to public health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the MARCH 4, 2021 Zoning Board of Appeals meeting will be held via video conferencing, and a transcript will be provided at a later date. The public will have access to view, listen and make comment during the meeting as it is happening via Zoom. Details about how to tune in and make comments during the meeting are on the Town's website agenda for this meeting which may be viewed at http://www.southoldtownny.q ov/agendace nter. Additionally, there will be a link to the Webinar Zoom meeting at http://www.southoldtownnV.qov/calendar.aspx. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. 1:10 P.M. - DAVID ZAPPULLA #7473 - Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's December 23, 2020, Notice of Disapproval based on an application for a permit to demolish and reconstruct a new single-family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 810 Linnet Street, Greenport, NY. SCTM No. 1000-48-3-13. 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: February 18, 2020 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 i4u' Tlk'. E 'OF HEARIi4o' The following application will be heard by the Southold Town Board of Appeals VIA ZOOM WEBINAR - REFER TO ZBA '&--,9EBSITE FOR AGENDA on httiomm southoldtownny. gov . 'AME : ZAPPULLA , DAVID #7473 CTM # : 1 000-48- 3 - 1 3 ' VARIANCE : YARD SETBACK( LOT COVERAGE r,EQUESTm DEMOLISH AND RECONSTRUCT A SINGLE FAMILY DWELLING SATE : THURS . MARCH 4, 2021 1 :10 PM "ou may review the file(s) on the town 's website under Town Records/Weblink: ZBA/ Board Actions/ Pending . .BA Office telephone (631 ) 765-1 809 Py i Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Southold,New York 11971-0959 Fax(631) 765-9064 Ol �� ZONING BOAR® OF APPEALS DATE: February 1, 2021 RE: INSTRUCTIONS FOR PUBLIC HEARING The following policies are required by New York State Law Dear Applicant; Due to public health and safety concerns related to COVID-19, the Zoning Board of Appeals will not be meeting in-person. In accordance with the Governor's Executive Order 202.1, the MARCH 4, 2021 Zoning Board of Appeals Regular Meeting will be held via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. ,eXowF 1. c �xn�t. tit%iisxfP `deo Qo, s a �� .^ r : , . �,. . o he �,a frya ►�e ��y`eco' fe .as�, v. ^..r��k""Y' w ..=1;?...��. rT'..-..& �,#�>} .yry,,, 1 .T VV il.l4?' ,. i�`+,.mS�S'Y �Ifi' ♦ ✓ e i:`'� �' pp i:9 �y. 1. Yellow sign to post on your property a minimum of seven (7) days prior to your hearing, to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than February 24, 2021. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law, your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of video conference meeting. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office by February 25, 2021, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. r` Instructions for ZBA Public Hearir:o Page 2 " r Please send by %15'' "'` e 'ReRe �t ' 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 February 19,2021. a. Legal Notice informing interested parties of meeting being conducted via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting,written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff, they may telephone 631-765-1809 or email us at kimf@southoldtownny.gov or elizabeth.sakarellos@town.southold.ny.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also, the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further-assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> 2010-2019>2019 http://24.38.28.228:2040/weblink/0/doc/1022250/Pa el.aspx. �.,��.; •:cox ,:�,`-�Y ,•.;,.;y�,�:,_, '�'--.��.,r. -^ •� :� Jl4 .sU �!' v. 'G*sk:=,r'4-:.. qtr '` . x-,�.ra'�,,:�,:_- s.-;�'F;=c�" '«-"�sa€ki - ,�„�'",y`�"'..o.4.rwi.�:;lwti';-5;;.-:*,�i''��::�jo .��.:.;;-,. ;x »�"�, _iuy .:�"` t�`'tCii.i`e� ,`,.'.,,`' �✓zsx .y„y:zj,'^�,y�.. *r -' ,,�, "'�,� a`.'` ,..�.^.;;�`.r' ��'��7 �� ,rr,,a^,Ar_ w `r�^ �,r.,8'�4vr. ,i�,.,..n5,,� ma�.*s±�, s.,,, ,��,•-.:,�"'r` "r,.,,. a`�t�" °,�,� "`�� 3i a3b� ,,. :��,�, `�:4.w.`�,+"._ n:r'�;,L=s�:�,7�;�� ts'��w."a""' .t..n�`` `�, ,ac rs�;ki 4 x°, F';%` e}-•� n .�4'�;?;.t >� '�'�?, T, ,�.-x".t',;w«'"' lie s"�'a §'3 �� %��n�� -��s;={ca'��k <'„'yIr',..; ..:yam:_�:. ..-;^... S_i'-,-' w.-r•, y,; ,.. ,.�.�«•,a•- * '„'Eu:1 .: ,r:s, •� .-';i':- `=3 rs.- '(� .�r, ' �:5:'Z:e "' -�_: —i"4'rT'k Ut*`. Yv:;' :...:'. ..r".`�v`--7'C "` t =r� ,.�i c'f�� ,`al-Z� f•�°',uµ Y r WMI ,.,.c` 4 x„^1`•fT .a r ' i-'-Svytc 3't ti u �.0 tee: ;,' Y °�- «� ,.,.� . y� «;-Aa^ .¢.'^,_ s r?zAl d`.,;'_ :r .:.' .ki;-'b• «,-'`''•`°C;. �_�`.k-t•,';5'=`'- s 't .amu' - •y:.?-};' u*7''• +ki' �'*.,.; '-':trt-.a,." . ,? .', .r" �!.,.:t�„�1- '' =..�.�' S, e., a'tn•s }as a3�'� .> n `:' Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter SS of the Southold Town Code and New York State Law. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable to prepare for your public hearing as instructed, please let us know. Kim E. 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(�,wf� l.��a ��.� i � �` .t• ',� r ,'r `��t •r� }��a�£��.c ✓''�~ ....+ 5x'$.• Laserfiche Instructions ZBA Files Page 2 Laserfl'cbe WeliUnk 17' Town0if5citithold io Mome Browse: Searth� n14g-ardofAppea4(Z8A) _zz- .x Name -U Zoning Board of Appeals SUM'�M� (ZBA) AJphabeWl Ind. Board ACU 5 gj Laserfiche Search GuWs E3 Mewing Sdwdules ofAppeals gM Wute;/AgendaViegal NoticaslHearings Creation date Pending 7110)2M 12 17.16 PM N R.Pn. Last modified n Special&ent Perrutts fir23GO171IMP14AM @a halting Requ1rematsZ8AOff1da1s f,77 I 1 M 2 BA Pot Ides Illlllj No mdadata assVed W 21 emepapin List Code 280-10CC31 I JwndkL-Lw g I ZBA Book of Mapped 1977 WMn Lots 189 Bulk Schedules Agreements.Contcts Lkazez Page I of I 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. ..r nlit ' nr�-,.' tE"+ `!_ � e ��?n�� c rl,��' _="ice biv'�� .r��"" ,�, -7 Pendin r, 002SAWRO, _LW ftj OECb*iCatY'ClJAV crea&nifate I z! viwui�f'l%3w.Q7;AM L_j; -'4WOfis A qwl�= v 6w_'V20203S&%Pm 1-7---77177—-7rt--777-1 -led,OqD-5�1-13,1 W7385 SE-Fr I No metarlaita ass%ned- #7886 Sfibffay%rlew DdVe-LLC 1 OOGa7,5-1 0A k73-87-Haietoirier I OOOL-61-4-1 #7387'",Corner-SrTE PLAN--Arch Plans 40,00-614-1, 0338-Minton Jrrev.'Trust 1000-128,-2-26, 0389 86nit 1606-71-1-4 #7496.Nappa 1000-86-1-1.5 Page 1 oN 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 L'aseM6e WebUnk _.�v.. • "a+yvie6ink i yep t atwarr sgio"ut' Home -Browse- search .�TownOfSouthold>Zoning Board OfAWeals aBA)S'BoardActlons Board Actions T Name - y 1 Pg.-coum te }og=jr'-w` ^�' ,� §r i' I -'--------f--^,,Sj 1 �.Erltryprdpertes'- �'^ ,..r, -� �id 1957-979 79841999 Path 2000 ' Tcwnofsoutholdkzw*g Board .�------------ -- -- ----- ------ ----- --- ofAppeals(ZBA)1BoardActors fn 200 - I Creation date r i-�2002 — - ------ ' -1-----__.___`-.----------- - - ----- ---- ----- 1/10200112.27255 PM _ R3200 # 3 ' Lastmodified 0----'-- - - —-- --'- --------- --- --------'---'-'----------'--- ---�. i - � 328r01777.36.0)AM 2 1 ! t3 200 _ 5 ffn 2005 No metadata assigned I 3 2007 2008 _ 2009 2010 - - -- -- -- - - ------ 1N 1aeP tme$b lsE i Vj 2011 2072 _ - - - - - - ---- -' - - - ----- -- - - --- - -- - - ��I ! ft]2073 ' 1�1 2014 .q E3-2;16 E i ' M 2017 Above: Board Actio'ris are listed by year. Click folder to open. All Special.Exception - applications,that•require-Coordinated SEQRAAnalysis are stored'in-"Pending". 7M1e "eteNse,-Seatdl,:. =-TOa71(115d1d1o7d>?adaseoi'dotADp�e?sRsn1>Eomd►ctimis>_2on,-•��`_"- =- _ "__ _y�,_ __ 2017-�,�........�...,_.__- _•�-Nana p"6-A C.En�VNDeft(es(.,".T.i..z.<.z . _, - ... ..._ - - •_ `__ .., Path ®6Wl 90 BOstd AtBMS .__"_`-----------------------------"----- erAPPtatl2aVtm3m Add..'_ ? ___ ____ -1�'AfOP 69 BOWAe1-- _ ffbocklld g rov 79 111wNActla¢ 62tY20179]&5 1 NA I I ®10v 116 BuvdAdtmn �+ro19 B) BwrdAOLan -••-a-- e®7019 83 ewre ACOau N.d.LtaWl 1011 ro (l(�7019 M [imNAldona t 1 99 _tVt A]➢ 90 B dN { g 7021 99 Ooatl Aube _ - �]DII 1g BwtEAnbrs 7033 339 BwNAdlon 1ba.d— 7029 219 Boad.ktWia ' Ga Mia 13 9Oad Atlbiu Boadstrum '701a 63 9-d— ' �1029 3 eOatl ANwa Above: See listed File Numbers. Click on file you are searching. L - Laserfiche Instructions ZBA Files Page 4 L pa�y (l'f"�..! 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�WebUnk-_ Home -Brmsjse c_unomlzeseard, _ J F son resuttsby.-Relevance•v -=-•-�-------- ---_..._____...�..-_: _.._..-��• .---_---._.�`_.. 97016 FlNd name Board Actions-83 page(s) Choosy field _ y - j Page count.83 Template name.Board Actions RI Page 3 ,:CgI(n and Kr sten Cashel PROPERTY LOCATION.7 62 LowerShingle HI'I,Fzher_ ' 5.�. � I Page 4..19.2017#7016.Cashel SCTM No.10009.1-26 minlmus approval to remo_. iPage S..y 19,ZD17#7016.Cashd SCTM No 1000-9-1-26 GRANT,the variances as j Search[erns + I Page 9 .COQN&KRISTEN CAMEL SECTION 009 BLOC.. _1 Page 20_,Thomas Ahlgren(Casheil PO Boz 342 Fishers MandNY � '•' V show more Information_. _i 1 ,L� 97019 1 - ,� Board Actions-56 page(s) Page count 56 Template name.Board Actions Page48. 930 A.M:000NCASHELAND Varlancesunder Article ldSectionANN- -� �r�I Page 42_.ance(s)KMSTEN CASHELS7016-Request proposed trellis located In other thy- - `•� ;S Show morelnfonnatfon_ ' 3 Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax,Map No. (District, Block and Lot) using the format-1000-111.4-1. a. Laserfi�cheW4bUnk-_ _ ��- etibdc ">%a s r1g, Appea f1BA) ggeftdash@gal NotTces/Hearirl$s:^.: -Home Browse= Search ' TmmOfSOuttiola>Z6nf Boardof IS >'Minufesf - - - - _ i-- eewrart Mmu[es/AgendaslLega i ,,...,�„_.._.....__.,.,._. . l Notices/Hearings 1 ., [31957-1979 `'a Entry Propertles�-��;'i`,�; ',I �t9so•1999 - , t2 2DQO-2OD9 t Path TownOfSou[hofdVwilngBoard I i X12010 ofAppeal5 tM 2071 i (ZBAAMrnL-VAgendWUgal I-'! 2012 - - -' NOBcesMearings f1 - - - - -' --- - ----'-- Creation date +i CM 2013 1 7/10/2001 Z57AO PM - 1 fZ 2014 Last modified '( 2015 17J16R0162'15a4PM ! 2016 - - - , s: Me[ada[e, I �e3 2017 No m---a arngned 3 Page 1 of t 11 Fnh om.mmi,..+ n,.Hocd.«.anriii�..na:wankselssemute:�pj,+unwmd;' - - _ - s. Above:Also, Minutes,Agendas, and Hearing Transcripts can be viewed. 0 • Laserfiche Instructions ZBA Files Page 5 L'asertiche'WebUnk n RyyVfbUnk 1 V p,`i'wauia HPme _ - - OY/!" ,fO , _ - ?, 8 �(twardUf x185 'o ;til i;' s Vo:''e •� 2077 _Name- •�.-.- LL - ..,...,.-_-.�-_....�r',Page-muM. - - - - ,i7et�teiu�'-•�.• •'URsc�Y. +.wr D zaA-01/0=17 7 --;-•..�' °--°•v--0�v-`�-t• 1A ZBA-01105f2017Agenda __ V 4 —.__ _- _ _.._ _____•_ _______..._._. i Path {-' Q ZBA-0TfOS=17 Hearing 40 i TDMOfSoud101d9M1ng Board f OAPPS L ZBA-01/05WIFLN 3 RBfy\MI1luWAgetidaNLega1 {, !,",� '[ ZBA-01I1912017 Z & Notic¢SBieaz1ng92017 . - �. - _ .- _ _ _. ... .. .. ... .. ... . ........ ..... MA-01/19f2017 Agenda 2 ICreatfon date �,• . -. __ ... __. .- _ ._ ._. _ .- _ .__ 12/1 61201 6 2.15.14 PM Y' ()ZRA-=D272017 7 Last modl0ed r-• 2i ZaA-02102/2077Agenda 4 6119?D7745i59 PM ! [�M-02/0212417 Heating 45 •M.',�QB}?d8td+�•^.•�-•;.;sty,. !'�: [�ZBA-02/02f2017 LN 3 , ZBA-07116R017 Agenda 3 I No metadala assured _-3 - ' t a ZBA-02/16/20/75pe0al 3 xdrueP'raUeselts •V,W „� � 7 . gJ[2aflrypap°}tfitlrlYs' {. ZBA-03/022017ggenda ! (]ZBA443f=017 Hearing 65 ' ; I ZOA-03/0712017 LN 3 { � ,� �28A-03116R017Agenda 3 Q ZOA-03/1612017Spedal 3 i Q ZBMOa/0612017 5 It - - - - -- - --- -- - -- - - - ` E ZBA-04062617 Agenda 4 •1 a€ ZA '[�ZOA-0410612017Hearing 44 Above:,Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 BOARD MEMBERS *®F so -Southold Town Hall Leslie Kanes Weisman,Chairperson ®� ry®l 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes coy ac Town Annex/First Floor, Robert Lehnert,Jr. • yOQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento lif�c®U N Southold,NY 11971 9 http://southoldtownny.o,ov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD January 19, 2021 Tel.(631)765-1809•Fax(631)765-9064 Ms. Sarah Lansdale, Director Suffolk County Department of Planning P.O. Box 6100 Hauppauge, NY 11788-0099 Dear Ms. Lansdale: Please find enclosed the following application with related documents for review pursuant to Article XIV of the Suffolk County Administrative Code: ZBA File #: 7473 Owner/Applicant: Zappulla, David Action Requested: demolish and reconstruct a single family dwelling Within 500 feet of: ( ) State or County Road ( ) Waterway (Bay, Sound, or Estuary) ( ) Boundary of Existing or Proposed County, State, Federal land ( ) Boundary of Agricultural District (X) Boundary of any Village or Town Within one (1) mile (5,280 feet) of: ( ) Boundary of any airport If any other information is needed, please do not hesitate to call us. Thank you. Very truly yours, Leslie K. Weisman ZBA Chairperson By: Encls. Surve /Site Plan: T. Eason Land Surveyor, dated September 17, 2020 Southold.Town Hall BOARD MEMBERS ®� S0) 53095 Main Road•P.O.Box 1179 Leslie Kanes Weisman,Chairperson ®� ® Southold,NY 11971-0959 Office Location: Patricia Acampora Town Annex/First Floor, Eric Dantes cep ® �p 54375 Main Road(at Youngs Avenue Robert Lehnert,Jr. ® Southold,NY 11971 Nicholas Planamento ��c®u http://soutlioldtownny.gOv ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 March 22, 2021 David Zappulla 9 Violet Drive Huntington Station, NY 11746 Re : ZBA Application#7473 Zappulla 810 Linnet Street, Greenport SCTM No. 1000-48-3-13 Dear Mr. Zappulla, Transmitted for your records is a copy of the Board's March 18, 2021 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. ermit is necessary. Please be sure to Before commencing any construction activitieofathebuilding attached determination to the Building submit an application along with a copy Department. If you have any questions, please don't hesitate to contact our office. Sin er ly, R Ki E. Fuentes Board Assistant Encl. cc: Building Department i � WITCH � LeE\ R FOR PCL.NO. -'----SEE SEC.N0. n W2.01429 N322,996.73 •�'1- /3 lN, Z1�+ W2'Yl25.E S•1' o MT vq$ 7521' ZGt ,��la t Iry ►C1 I5o�S sD `""jD ► AA I oop - 146-3 .01 13 11 13 s A O t MAw i �, IYY, �►(14JS y 4 6, -4 D1 T .. t ,6 -4 17 ,sI tNt rret ! rrN ? a 21 LO 19 ,' 18 _ td' 1 eoi r- a> O m 33 $ 36 3' GIN$ 31 32 w q I an 1 v1IG 30 X 371 ,» tool - ` 1 .35 24 t,>5 _- �as • "T' P $ � r 7 » ' •y-�j -1 i Z w,' R" 09 41 40 -m 27 m t ae I 142 ,a x " $ 1I ho (5D1 4.2 I M I 251.37 ? ' 1 q 2. 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