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HomeMy WebLinkAbout8062 De 'Ode in, r4, V� ;.6�1"qn VVIL), 44vi el�tee ko el , o� i Owner: Edward A Harvey File M 8062 Address: 3549 Clay Point Rd G?S Code: 17NP Agent Info Finnegan Law P.C. P.O. Box 1452 Mattituck , NY 11952 Phone: 631-315-6070 Fax: Email: mfinnegan@northfork.law kO 1j0�� �� BOARD MEMBERS ��0�so�jyo Southold Town Hall Leslie Kanes Weisman, Chairperson 01 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Us Office Location: Nicholas Planamento • yOQ Town Annex/First Floor Margaret Steinbugler COU 54375 Main Road(at Youngs Avenue) SO 1��.,R�ItIVI PM http://southoldtownny.gov v 6 � ���w` ZONING BOARD OF APPEALS DEC 2 3 203 TOWN OF SOUTHOLD Tel. (631) 765-1809 outhold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 18, 2025 ZBA FILE: 8062 NAME OF APPLICANT: Edward A. Harvey and Mary H. Harvey PROPERTY LOCATION: 3549 Clay Point Road, Fishers Island,NY SCTM: 1000-7-2-1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject non-conforming, 57,899 square feet, 1.33 acre, irregular-shaped parcel, located in the R-120 Zoning District, measures 12.02 feet, 76.66 feet, 66.12 feet, 50.03 feet along Clay Point Road and then runs east,along a curve into Cedar Ridge Road 60.72 feet and continues 232.38 feet,the property line then runs south 194.65 feet along an undeveloped residential lot and continues west 261.78 feet along a second neighboring undeveloped residential lot back to the roadway. The parcel is developed with a single-family wood- frame residence with front entry porch, front and rear patios,an outdoor shower, paved driveway leading to a gravel parking area, walkway and shed, all shown on the survey prepared by Craig P. Bigger,Licensed Land Surveyor and dated July 25, 2025. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 1,2025,AMENDED September 5,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition) a single family dwelling(per Building Permit 451905)and reconstruct a single family dwelling with additions and alterations; at: 1) less than the code required minimum front yard setback of 50 feet; located at: 3549 Clay Point Road, Fishers Island,NY. SCTM No. 1000-7-2-1. RELIEF REQUESTED: The applicant requests a variance for the Town-defined demolition of the existing residence, where the newly constructed home will have a front yard setback of 23.35 feet, where a minimum of 50 feet is required by the Code, for the addition of a 28 square foot (2 feet by 14 feet) extension of the residence to accommodate an enlarged bedroom. ADDITIONAL INFORMATION: The applicant provided Architectural Plans labeled G-100,A-100 through A-104, A-200 through A-201, A-300 through A-304, E-100 through E-101 and P-100 prepared by William S. Kaufman, Registered Architect, last dated September 28, 2025. Page 2,December 18,2025 #8062,Harvey SCTM No. 1000-7-2-1 The applicant provided a Site Plan labeled Sheet 1 prepared by Peter M. Parent, last revised May 6, 2025. The Site Plan also illustrates the proposed front yard setback of 23.35 feet(from Cedar Ridge Road)and details the proposed, updated,Fuji Clean Cen-10 Wastewater Treatment System. Furthermore, the applicant provided copy of the original Pre-Certificate of Occupancy for the partially demolished residence, Z-25758 dated June 2, 1998 and copy of a current building permit, file #51905, issued May 8, 2025 for the demolition and reconstruction of the residence,prior to a design modification that triggered the variance request. Town of Southold Chief Building Inspector provided undated (recent) photos of the in-process demolition of the residence for the Board's benefit in lieu of a site visit. Several letters of support were received on behalf of this application. During the public hearing, no immediate neighbor or member of the public spoke in favor of or against the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 4,2025 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 variance as requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Fishers Island,and more specifically the area east of West Harbor, consists of wooded, rolling hills, narrow country lanes,.and larger residential lots developed in a variety of architectural styles. As a result of the natural terrain and the development of the island, many homes do not conform fully to current zoning requirements, and it is not uncommon to find homes with less than compliant front yard setbacks for renovations of a single family dwelling. 2. Town Law U67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject parcel has tremendous terrain shifts south of Cedar Ridge Road, thereby limiting the expansion of'the existing residence. Additionally, it is burdened with two front yards;the setback from Clay Point Road exceeds the Code required setback,and the proposed setback of 23.35 feet from Cedar Ridge Road is only approximately one foot less than the.existing setback and will be imperceivable as the house has existed for many years in its present location and is well landscaped. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 53.3%relief from the code. However, as a result of the placement of the now partially demolished original residence, any expansion to the front of the home will need some form of Board relief. However,the setback from Clay Point Road (the primary front yard)exceeds that which is required by the Zoning Code. Furthermore,the proposed expansion of 28 square feet, establishing the reduced front yard setback, is for the alteration to an existing bedroom and an enhanced architectural front fagade consisting of a one-story reverse gable, balancing the design with a two-story rear addition. 4. Town Law U67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install a new, Suffolk County Board of Health approved wastewater treatment system. Page 3,December 18,2025 #8062,Harvey SCTM No. 1000-7-2-1 5. Town Law 4267-b(3)(b)(5). The difficulty.has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded home with a front yard setback of 23.35 feet to accommodate an enlarged bedroom and enhanced architectural front facade while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town.Law 267-13, motion was offered by Member Planamerito, seconded by Member Acampora, and duly . carried,to GRANT the variance as applied for, and shown on the Site Plan labeled Sheet 1 prepared by Peter M. Parent, last revised May 6, 2025 and the Architectural Plans, labeled G-100, A-100 through A-104, A-200 and A-201, A-300 through A-304, E-100 and E-101 and P-100, prepared by William S. Kaufman, Registered Architect, last revised September 28, 2025. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, Provided de minimis relief is requested within one year of the date of this decision. Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Page 4,December 18,2025 #8062,Harvey SCTM No. 1000-7-24 Occupancy,has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes: Members Weisman(Chairperson),Planamento,Acampora,Lehnert,and Steinbugler.(5-0) slie Kanes Weisman, Chairperson Approved for filing�� / Z-242025 I Drawing Copyright 0 2024 TEST HOLE DATA LEGEND OBSERVED BY: RICHARD STROUSE, P.E., L.S. (CHA) 10/15/2020 PROPERTY LINE 0"-12" TOPSOIL WITH SURFACE BOULDERS ABUTTERS LINE 12"-31" SANDY SUBSOIL EDGE OF PAVEMENT 31"-17' SILTY SAND WITH FEW FINES EDGE OF GRAVEL BRUSH LINE 400 Capital Boulevard,Suite 301 GROUND WATER NOT ENCOUNTERED Rocky Hill,CT 06067 EXPECTED SEASONAL HIGH WATER BELOW ELEV. 15 OVERHEAD WIRES o/W 860-257-45571 www.chacompanies.com SOIL CLASSIFICATIONS NOW OR FORMERLY N/F UTILITY POLE NY Certificate of Authorization#0021745 ReC - RIVERHEAD VERY STONY 'SANDY LOAM 8-15% SLOPES / FIRE HYDRANT BOUNDARY POINT o WEST I/A SEPTIC SYSTEM UPGRADE IFOR 7 BEDROOMS / » SINGLE FAMILY RESIDENCE TO REMAIN° / / � s � - HARBOR RECEIVED PROVIDE 2 L.F. 4 C.I. PIPE BETWEEN ADDITION AND CLEAN-OUT AT CONNECTION TO / 612 EXISTING SEWER LINE. Co L. ' SITE OCT 2 3 2025 LOCATE CLEAN-OUT 2' FROM FOUNDATION WALL. � t PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYYSTEM - MODEL CEN 10 / ..M-" WITH 90 DEGREE INLET ADAPTOR (1000 GPD CAPACITY - MAXIMUM 9 BEDROOMS) n.�o THREE, EXISTING LEACHING POOLS WITH 24" SPA(CER, PROVIDING 534 SF OF LEACHING // ::,;.:.;:` °": ._ ° -('C7C.l.tL.;r AREA TO REMAIN e `\ \\ ;;K.� t ;- ZONING BOARD OF APPEALS WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE 1351.05 TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS R r a °' `; W 7505 7 PROVIDE GRAVEL DRIVEWAY do REQUIRED LU:iII _ I } \�\ PARKING AREA AS REQUIRED (TYP) 4 w SITE DEVELOPMENT PLAN INVERT ELEVATIONS VIE)- �DAR `'�' 1 PREPARED FOR OUTLET AT HOUSE - 34.0 / G TANK INLET - 32.17 PROVIDE & MAINTAIN A CONTINUOUS LINE OF �� ',ti '`" - � "�`: ' f �6 " ' 1� NIF EDWARD A. HARVEY & TANK OUTLET - 32.00 1 o, ,;�„ ire n SILT FENCE THROUGHOUT CONSTRUCTION � �� 4" J _>� :� 1\b`ANt Y E. HUNT & MARY H. HARVEY DISTRIBUTION BOX INLET - 30.5 \\--- A,r 5" <' (TYP, SEE DETAIL) � ._ �. ) t/,� .,`. 7��i„� / �,'=i i .. �'iLL(-!`ar t-P. c�.� tr'�,t�'1S �✓�FA111N DISTRIBUTION BOX OUTLET - 30.30 ,. � 1a 1 fit Cr��-�a,.,y i 7�A'IN � t°I P ! ;j y cr, r�, t 0 VACANT LAND" 3549 CLAY POINT ROAD LEACHING POOL INLETS - 30.0 e �� El- CTF�,C �,r J 91 $ / j NEAR, 1 BOTTOM OF LEACHING POOLS - 22.5 L0 ��` / EDGE ; '� / FISHERS ISLAND, NY LOAM, SEED do STABILIZE ALL LOCATION MAP SCALE 1."=gL00' •' .. oOF / LA%AiN \�1 %` DISTURBED AREAS (TYP) . \ &TCI'Ci' ER BRUSH €�rOPA,NE �1;..I '�Yv`` MAP REFERENCES DRAINAGE CALCULATIONS i TANK � t �, � �. � LI'°L -r°,7E LINE •1 n•. } PROVIDE CONCRETE 1. SURVEY MAP PROPERTY TO BE CONVEYED TO ANN P. FERGUISON PROPOSED ROOF AREA = 3,52.0 SF (HOUSE) '� l- If , f i WASHOUT PIT & MARSHALL L. POSE 624 SF (GARAGE) r� J ' / i 1 ,h r,. SEE DETA 0 IL Y, JR. BLOCK 29 LOT 10 FISHERS ISLAND, NY / r._� r l r ► RR� ( ) CHANDLER, PALMER & KING ARCHITECTURE, ENGINEERING AND 1 ( > T/ / SURVEYING 110 BROADWAY NORWICH, CT 06360 860-889-3397 FAX REQUIRED = 4,144 SF X 2 IN/'12 IN/FT = 691 C;F - h�� ( - PROVIDE 86-886-7801 DRY WELLS L-60.72 -- -- �y / / �J MC i � 6 0 X 8 DRY WELL 691 CIF / 28.27 CF/VF .E 24. VF REQUIRED PATIO i �. FOR OUTSIDE SHOWER v I � � � I DISCHARGE USE FOUR (4) 6'0 X 8' DEEP DRY WELLS \ ( / / E3+� NOTES ! �(/ l^^ lOLC':1;` (TYP.)I = PLAN EXISTING MOUSE ` r2 i � 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE I PROPOSED 2 STORY INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE ry I / 2 BEDROOM ADDITION (TYP) ` / )t ------- r "'u� FF-f406 (VIF) 5'-0". PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR ( EXCEEDS THE SCOPE OF THE ENGAGEMENT. \ i \` 7?"'!P1 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY >--y.., ��,..._-- .. / EXISTING t"`,ATER E`��i�`,� ;E - ICI! �`� ,�r'�,�.<B� e•n rr'�� NE�V �. ` CtE ,',; '' i �: ❑❑ p p p ❑ PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED r: ' � ❑❑ ❑ao ❑ i LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. . pqOPM:r;O 7. /� ::' Y APPROXIMATE UMITS OF ❑❑ aoo ❑ N 9� 9 ----s' DISTURBANCE *23,500 SF ❑❑ O ❑❑ 2 LO 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND _� ' cr e a 10 SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ur TREE FI' / o �40 ❑❑ 0 O ❑❑ 1 / o ca r i r , ✓ �,, a , ClF�Y ' I ARE THE PRODUCT OF THE LAND SURVEYOR. I CHER,'ti ❑❑ =� O ❑❑ I N �C4 { 00 0 0 0 ❑❑ 4171 00 . COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND �O 09953� �. -by ?9,.A ❑❑ o00 ❑❑ GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 9pPIF SSI P q t �..ff @_11 / : .: - ;.; WX� ❑❑ o 0 0 ❑❑ 5. SITE N ❑❑ O00 ❑❑ E IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX 24" SPACER MAP 1000 SECTION 7 BLOCK 2 LOT 1. y R IS A MLAYM OF LACY FOR ANY PERSON,UNLESS THEY ARE 5p{�3' \\ Tr¢EE CHERRY ��` ❑❑ 0 0 O ❑❑ i '. '''A , 10 PROTECT EXISTING WATER SERVICE TO := "TF_ _ -.__. r ` ACTING LOWER THE DIRECTION OF A ucom PRDFEssm& REMAIN 1THROUGHOUT CONSTRUCTION \ ' � Cl did?J?7 p .. / 6. VERTICAL DATUM IS BASED ON NAVD88. MVIDR0 °NGINEEI��roa IN NY WAY.APE ITE►i�,G THE . 36 .. PROVIDE " SCH 40 PVC AIR LINE TO BLOWER 6'-6" STAMP OF A LICENSED PROFESSIONAL IS ALTERED.THE ALTERMG OR LAW INSTALL PER MANUFACTURER'S RECOMMENDATIONS 7. TOTAL AREA = 1.33f ACRES. �`�=SHALL STAMP T"E°°Lr,►�°' AND ENGINEER.ARCHITECT LANDSCAPE DMawE THE NOTATION ALTERED BY FOLLOWED BY THER smAnw.1NE rl`�QRY / EXISTING LEACHING POOL DETAIL DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION 8. SITE IS LOCATED IN ZONING DISTRICT R-120. of THE ALTERATION. rHERRy NOT TO SCALE REMOVE d¢ REPLACE EXISTING 2,000 GALLON 9. THERE ARE NO DOMESTIC WELLS WITHIN 150 FEET OF THE SEPTIC TANK WITH FUJI CEN-10 WASTEWATER t "` J \ �' / PROPOSED DEVELOPMENT. TREATMENT SYSTEM (SEE DETAIL) � ' � i., � � �~ '\� / CRfi'JEL ,y / I I Y P ICIhdG ^,REF; /SI / ', t'✓ �,� f 1C1" �' ill:'; ! / CHERRY ! � SILT FENCE ell i \ ` ,�o WOVEN WIRE FENCE (MIN. 14 ^,,,.,, c7C1; » GAUGE W/ MAX. 6" MESH \ I ! i � O �' \ ` ,.. a .�- / / �( � °' SPACING) - i ( 0MAX CEN / _. �!?rr,�t ".� ; ;aP; s TER 7'0 CE 36" MIN. LENGTH _ FENCE POSTS 50% EXPANSION AREA ''a a' (�) ,r, , ! / / - •� 5 1 ' ( I NTIO GROUND-13 VEN MIN. 6» O Z \ \ _ '-- .Q o 1 \ / PROPOSED DRY GARAGE I I N A L M A P A \ +� � \,�..� ��,..�-,,���� � � ��� � � / ��• FF-f37.o I � EVI E W E D BY BA P LINE ( � � / � HEIGHT -fRF LI4 � /\ I OF FILTER ~ L-E OULDER SLOPE \ PROVIDE SYSTEM CONTROLS & ALARM _ ECISION# MOUNTED TO BUILDING EXTERIOR / /\//\\\\\\\/\/\ \ I 16 MIN. / /\/\ \ / PROVIDE WEATHER PROOF ENCLOSURES / ////// AS REQUIRED (TYP) \\\ X\ X\' DATED: a -T� BENCHMARK: NAIL / �- (ALL COMPONENTS TO BE HARD WIRED) /\//\\ » OPEN --- MMrAC 150 RII 0 ` REMOVE PORTION OF EXISTING EL=34.60' v O/ 6 MIN. r- �------ 15 AMP ------ 15 AMP BLOWER PARKING AREA OVER EXISTING ( � DISTRIBUTION BOX ---� FINISH WITH LOAM dt SEED PROVIDE FUJIMAC 150RI1 BLOWER IN VENTED I 2 ALARM STRAW BALE BINDER 4 REMOVE & DISPOSE OF ENCLOSURE ON CONCRETE PAD PERSPECTIVE VIEW ____I -PLASTIC LINING WIRE _ EXISTING DRY SHED o INSTALL PER MANUFACTURERS RECOMMENDATIONS FUJI CLEAN J No. Submittal Revision \ 1.-76.6�a' - pp'd By Date CD NATIVE MATERIAL PROVIDE 6" SDR 35 WOVEN WIRE FENCE MIN. 14 I NEMA 4X PROTECT EXISTING LEACHING POOLS dI: ( I I CONTROL PANEL 1 SCDHS COMMENTS PMP 10/07/2024 o (OPTIONAL) ; ROIOF DRAIN OUTLET DISTRIBUTION BOX TO REMAIN , 1/2 GAUGE W/ MAX. 6" MESH Imo- THROUGHOUT CONSTRUCTION , O 10.5% MIN. SPACING) WITH FILTER CLOTH Z MAIN PANEL "' PROVIDING *534 SF OF LEACHING AREA I 2 MODIFIED BARN PMP 04/09/2025 SECTION B-B ( ) / WOOD OR NOT TO SCALE CONNECT TO EXISTING LOCATION \ DISTRIBUTION LINE AT / � 36" MIN. FENCE POST o ILO METAL STAKES N WIRING SCHEMATIC NOT TO SCALE 3 PMP 05/06/2025 j (2 PER BALE \ TANK OUTLET / PROVIDE UNDISTURBED SETBACK ) / N/F 6 b1 X 8 DRY WELL FLOW, GROUND DIMENSION FOR ROOF RUNOFF 652j �2 "VACANT ��}_ (TwP, SEE DETAIL) \�\�j Z 20" MANHOLE (TYP 20" MANHOLE (TYP 24" MANHOLE (TYP CYLINDER (OPTIONAL) NMIN v^f N/wsf COMPACTED SOIL \j\ a 20 10 0 20 EMBED FILTER CLOTH / A MIN. OF 6" IN GROUND U) ��� / GRAPHIC SCALE IN FEET Z VARIES 4tlo 4» t'-4' < !�/j IL, PROPOSED ROOF LEADER D_ 1 i �f I RESIDENCE Z 1;� )(III N 24'36'50" Vs, SECTION VIEW N _ 12.02' kk CONSTRUCTION SPECIFICATIONS - - = - 4" PVC "TIE PROPOSED I _ OVERFLOW 0 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH PLASTIC :STRAW BALE 4" PVC CUT WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 6•-5• SEPTIC SYSTEM % LINING PLAN I(TYP) MIN. 6" SOIL COVER To LENGTH OR HARDWOOD. NOT TO SCALE OVER DRYWELL 5'_2• 00 BLOCKS AND CATCH 4'-11 1/2' 4'-•11 1/2" BASIN GRATE 5 GRADE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH `� (aVCRETE WASHOUT PIT FILTER FABRIC f (NEENAH R-2525-F) OR EQUAL o TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE CO NOTES: WOVEN WIRE, 6" MAXIMUM MESH OPENING. Designed By: Drawn By: Checked By: 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 7 CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING so•BEND o 0 0 0 0 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PMP PMP PUMPS MUST BE SIZED ACCORDINGLY (7 IGALLONS/TRUCK, 4' SDR 35 PVC ® � SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH Issue Date: Project No: Scale: Z 50 GALLONS/PUMP, PLUS MIN. 1' FREEBO)ARD). SLOPE AS REQUIRED o 0 0 00 SHALL BE EITHER FILTER X. MIRAFI 10OX, STABILNKA T140N, OR APPROVED j 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM m 0 ® 0 EQUIVALENT. 24 085015 1"=20' �- PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 1" STONE OR O O O O O e SCREENED GRAVEL 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED Drawing No.: Lij 75% OF ITS CAPACITY. 9 EQUIVALENT. E�lJI CLEAN CEN-10 6' NOT TO SCALE Of 3. INSPECT PIT PRIOR TO EACH USE TO ENSWRE CONTAINMENT 6' 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL 1�'F L�\JN'1'19� OF WASH WATER. STORMWATER DRYWELL DETAIL NOTE RISER COVERS SHALL WEIGH AT LEAST 60 LIM OR HEALTH CODE NOT TO SCALE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. APPROVED SECONDARY SAFETY DEVICES SHALL K PROVIDED SHEET ui i1 I b _ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 r.i, \ n. :'1` :'I•,,. ,.,, ep{II! .III4'.,7, rl d: ,P•,I , .,. f. 1'}viii'!r'G:r, •,; '+i :! •{, :,r 1. L. .Ir I i ti',, 4 1•„' ^r: II u I r .i, r'.T'R :I I''• i CAT � S'• :.i ! R' , •1 ':,, ,.O 5• 'I. b."t,�s�R'� I N ,!': ', •,, !'i: ., 1, .I'• ;� I' 'I :'�!� l,.,ti I..r 1.1{.,�,,LZ 'L.. TIE. 'Aid �}I I , .,,1� ,- ,.. ii L. .,:.., iI':,.11, �".l. .,1. ,II,.1...!t,l� ..�;:, ,,I•!.�111,,. ulrj.,,, i,.,i.11,1 ,1.1.1:i� ,€-! I t M....� ,'1,1, .,,,n .1,t1, .,1. i1, ,1.1.. !1•I,.'I€n,,,��1,i ru,,.a�i ,U! r%� ,1'• t f. I t,;.t. Codes having jurisdlctl'on shall be strictly observed through construction.All "All Parallam beams shall be as engineered and manufactured by Georgia ! 1 applicable state, and local building,zoning„electrical,mechanical, plumbing,and 6 Pacific or approved equal.The allowable design stresses for engineered beams fire codes shall be adhered to. are as follows All work that is either implied or reasonably inferable from the contract E=2,000,000 psi Fb=2,000 psi Fv=285psi" YYi WESKETCH ��x 2 documents,drawings, and specifications,shmil be the responsibility of the ' 1"Roof sheathing to be minimum 5/8II.All Joints shall be staggered.contractor. Install with plywood clips and nail in compliance with APA requirements." RCN ITECTU R E INC. Details and sections on the drawings are shown at specific locations and are "Floor sheathing to be 3/4""T&G interior/exterior plywood 32/2'4, LEGEND � 3 intended to show general construction throulghout. Details noted (Typical)implies 8 All Joints shall be staggered. Provide continuous construction adhesive bead at that all conditions are to be treated similarly.Modifications to be made by the to of floor oists and nailed as per code;' 942 LONG HILL ROAD, MILLINGTON, NJ 07946 Contractor will be required to accommodate minor variations. — — PROPERTY LINE —, ,(�I� 9 Wall sheathing to be 1/20.All Joints shall be staggered.Nall In compliance with _1_l—!_l EARTH TEL : 908 . 647 .8200 FAX : 908 . 626 , 9197 All drawings shall be'fully coordinated by the contractor to verify all dimensions, APA requirements. — --- EASEMENT 4 _ . EMAIL : INFO @ WESKETCH.COM locate depressed slabs,slopes,drains,outleits,bolt settings,sleeves,etc. Cementitious backer board (1/2")shall be installed at all wall locations to - CONCRETE 5 The contractor shall verify and protect all service lines and existing site area from 10 receive ceramic tile finish and throughout bathrooms, SETBACK ISSUE DATE deteriorating and damage. 11 Provide structural sheathing at all sides of corners for corner bracing. ---- CENTER LINE MASONRY-CMtU The Architect shall not be responsible for salfety and construction procedures, — — _.._. __... ._.._ _ - p P Provide firestopping and draftstopping to cut all concealed draft openings -- HIDDEN LINE ! FORPERMiTAPP1ICATION 10 DEC 2024 6 techniques,or failure of the builder to carry' out the work in accordance with the 12 (horizontal and vertical) and to form an effective fire barrier between stories and RIGID INSULATION ! drawings,specifications,or the required codes, floor telling assemblies, PATH OF TRAVEL i 7 The Owner shall obtain all necessary ermitts, 13 All headers and trimmers shall consist of double members or as Indicated on ---------------------- ACCESSIBLE PLYWOOD The contractor shall bring errors and omissions,which may occur,In the Contract drawings. - - - - - - - - - BEYOND Documents to the attention of the Architect in writing and written instructions shall 14 Bridging shall be 51W x 3"s ruce at 8'.0"o.c.max.or solid blockin FINISH WOOD ,ae,:•i.; ,n_:.e,; r_:, ',i 1,!',t µ.,t;;.:1,:,'n,'; ,a;:,.r, .,;- ,,,',•es., „. ,', 1, ,:,,. :,Isa :r;r u;•:nta, - — — — — — .-. — — - he Architect prior to proceeding with work. The contractor will i.t •ttl ! •�i' `{'it•! " l i ;' 11,'!':!,:.iis-i=ii:'i!bi'YP-:(:il;l:11'!ril', i!,' !il :'Ih OVERHEAD be obtained from t p p g ; ��;L, ! ;I •,' ., I. ' $ O S: i;llrii I'h; EI.I' �51.i:i 11" 1 i';, 1 T.HEt'2� AL:;: ``N�p:M ,I, T ;I:;..ii:,l. r!;h.,;!,!r±�..i ;� be responsible for the results of any errors, discrepancies,or omissions in the ! The American Society of He�atin'I ( I „� i•.• i'I`I 'I i !I , i 11•"i,• n MARBLE/GRAN'UTE Contract.Documents, of which the contractor failed to notify the Architect before 1 y g,Refrigeration and Air Conditioning Engineers �— DRAWING BREAK construction and/or fabrication of the work. (ASHRAE) Handbook of Fundamentals shall govern. METAL INTERIOR WALL(EXISTING) X The contractor(s)shall verify all dimensions sand lob conditions at the Job site 2 Install flashing & sheet metal in compliance w/the "Architectural Sheet Metal l 9 sufficiently in advance of work to be perfortmed to assure the orderly progress of Manual" b SMACNA. INTERIOR WALL(DEMOLISHED) CERAMIC TILE the work.All dimensions are nominal, f(nisheid dimensions will vary In actual 3 Co er flashingshall conform to ASTM b-209,and be.016"thicl<(minimum). REVISION DATE Galvanized Steel flashin shall conform to ASTM AZ-52b 20 26 gauge 0179". ` ' ' CONC.GWB PL,.AS construction. g � F;� , 4 g g (' ) INTERIOR WAIL(NEW) �. . . Contractors shall maintain the remises cleatn and free of trash debris and shall ASTM A-525 designation g90 hot dipped. Sy,-�',=1{` !si''`' `'`," p , 1_0 � �,�;5.$�sj 1 PER MUNICIPAL REVIEW(PROJECT T€TLE) 28 SEPT 2025 i 10 protect all adjacent work from damage,soltling,paint, etc.All fixture,equipment, Backpaint flashings with bituminous paint where expected to be in contact with 1-HR. FIRE RATED (NEW) AGGREGATE ! glazing,floors,etc. shall be left clean and rready for occupancy upon completion 5 cementitious materials or dissimilar metals. �- I of the project. "Roof valleyflashing shall be provided of not less than No. 28 galvanized sheet 'r CAST STONE i' _ f- ; `•>k " "` g p g 2-HR.FIRE RATED(NEW) �, :: _ �1 �'•r Shop drawings are required for structural,:mechanical,electrical, and specialized gauge correspond resistant metal and shall extend at least 11"" from the center construction. Shop drawings shall be submittied to the Architect for review for 6 line each way. LOW WALL �i.^=" SAND 11 conformance with the design concept of the,work.In areas where the drawings do ."' - g P 9 Sections of flashin s will have and end (a of 4 minimum. not address methodology,the contractor is(bound to perform in strict compliance I Install type 15 lb.felt under exterior trim,Apply so as to form a weathertight BATT INSULATiOtN with the manufacturer s s ecifications and mr recommendations. ,I 7 membrane.Overlap each course below a minimum 2 at horizontal Joints and 6" _ All codes,trade standards, and manufactur(er's Instructions referenced in the at vertical olnts. ® WOOD FRAMING _ . 12 Contract Documents shall be of their latest e�ditton. $ Provide and install batt insulation at r:r.dow shim spaces and seal with 13 All materials, equipment, fixtures,etc...Shall) be installed In strict compliance with �expanding foam caulk. (� WOOD BLOCKIt qG the manufacturer's instructions. ;(:,'r:,a •.,•„':' �,, ,n,••'t!? 'I' rii'!?" s,l' ;'i+":I 1('!': '1'i; t'it3's ;,':;t !'±.:L. ;t,, „ p r•i r , I ,!L , � t(• l t l y i,l l , 11,1 rli ' i, gtt `I ill,i i}i;',• DOORS''(., nINbOWSiI:$� G:�:A155 "li,l it �;:lr't{,! 1,f;,liit,,l (!;! 'I€ i�lrl.l',.Il.{1its €{1i;j, Mill- All materials, equipment,fixtures,etc...Shai l be Installed in strict compliance with IrW...l... I, .1....,1,,..,.,,!�!?!I,i;U!....III;!!=:,L1,:It!,....1',,:.I:,h il,n,:',.I,I , ll:!.,�rr,l.:l.l.,. the manufacturer's instructions. Glazing in locations which may be subject to human Impact,such as frameless 14 When the Architect has not been retained by the Owner to perform Contract 1 glass door,glass entrance and exit doors,fixed glass panels,sliding glass doors, Administration services,the Architect shall not be responsible for the enforcement shower doors,tub enclosures and storm doors shall be tempered and meet the TRUE NORTH of the construction drawings; Contractor shall(have full responsibility for requirements set forth in the code. �� .;� H com I ing with construction drawings and otther local requirements. All doors and windows opening to the exterior or to the unconditioned space shall H RECEIVED 1'I7C,:": ^.r':.r t:;:7!A 1'Ani,l!IJIt':t:,itl4;nllC„':IIiR":,t 1}i>;k::Ia,';U; T1`;'I^'IP,S;'N'.1'.'::It',{:!^l5ry tlC,l•,IF I,t:1 ;1'i19i::1 '�A` 'r 1'"t"fti I;:W i,':' 11, i', ,; ,,,;i,t ,!, ( •€»,,,(t.. :11; , ,.;. .,1,. .,, .r,1. i .!,,i ,l, ,•i!!!l, I I. be fully weather-stripped,gasketed or otherwise treated to limit air infiltration. WALL SECTION REFERENCE 2 'i.. ...................r1',,,.Il,�,ili',.!�,..,,,L,,IIIIi'i1!!i;:(,u;I:t,•a,i.:t:I::n..L,I,rn+l::..�L..!.,,.:,.,i.II:11..:II:)I,,,Ei,.1,isri:Iln.lctl II-,Ir,,.,':1. All manufactured windows and sliding glass doors shall meet the air infiltration demolition work shall be performed in a I careful workmanlike manner being SIM DRAWING NUMBER 1 P g standards of ASTM E283-73. 1 OCT 2 3 2025 sure to minimize damc:ge to the existin strudcture to remain. SHEET NUMBER 3 The U-factor for windows and patio doors=.35 max.,sk lights= .60 max. A101 Demolition shall include the dismantling of thie existing area structure to be 4 A weatherproof threshold Is required at all exterior swing type doors. renovated as well as the termination/cc piing and rerouting of existing utilities. ",::;:,rllV,,, r,: :n.l:,,,rl;,.,,: ,n l:f p ,,,' / PP g g g ''it !, 'r ;1' dlPl, nrJ3'ti'iFlt �:(i;';1r,lj ,I±I;NE'r;€ItSil!, 1v. 't!' '.I1:11:1 l f.r.pillr;; .i1.,,.,N,! ta. 2 !, i„!!i!I At€•fig511,'r,v ligl,•air:, 4'u, I'€ „;ti141,. til,r'i;l„rt i'li':€, I c nE,:I;uc' ;I;::t' ,t..r;l„ ,.;I;, {:!¢; :,li,, i;.i"ti !I`,i' 1 Ref Temporary bracing,surfing and utility connecctions shall be provided in order to �N� HE! i�t:•!li:i,1,al+::.l:n,.;1,.,,.11,,,;,,,,ll,,:;1,,,1.,,,.��„I,r�t::!,,,;,,,,,,,;,ii.,,;,I,,,?:!,I Jr„1r,1!it+,,.-Ili;1f..I,:,11'':!I!;.il,,,l,,i;':!t;,,,,,,,!s;ila;!':;±;,,., INTERIOR ELEVATION FINAL RKly- maintain structural stability and continuous building use. Provide and install gypsum wallboard in accordance with "American Standard m SHEET NUMBER : MEL—3 All debris, refuse and demolition materials shall be disposed of in accordance Specifications for the Application and ,"-inishing of Gypsum Wallboard". 1/211 1 A101 1 REVI EVVED BY ;BA with local ordinance. 1 shall be applied to ceiling prior to walls and fastened at 12" o.c. max.; 1/211 /REFERENCE NAME - 1- - G D ECI S I O IV# 7 G AII structural and finish materials requiring repair or replacement as evident shall be applied to walls and fastened at 16"o.c.max.;apply Joint tape with / - DATED: t S Ir 4 during demolition and construction,shall be irepalred/replaced as required. No do tsayer of compound; apply joint compound In min (3)coats;sand between 1 Ref ❑ n <p construction shall be permitted upon uestlomable materials or construction. I;,n,,n•,.;,I,:q':n,. ,g!•;p.•'r na::;tt'•:r' ls:r;.glu4:':e:?u,yp .y,;' .,,, ng ,.l, .;'.• :n L' Application .�.. PLAN DETAIL CALL OUT IIN ;o( I; !.!t" li"'!• 'li±• -+' iii -+ t „I;1 "`'!I t A lication of point or other coating shall be in strict accordance with the A i,; ltl „M1 i 'i,,,:l„ ,,l,::l! :i;t'ir i;:I"ti}''itii';i41{.,lah',al.i'Lii'i` i%1''`1' iris !•'!, '1 I' pP P g ail cD€c.o c;RE.r ,i i I:II! , ;.:1, €,:I. )li,,,',•',:r' ,,,,, ;;:t ' 2 l _ ......:...........I,,.,............i..1,......_.N,.......-...L.:,r!aijilii;i!.itL•.:1=•Il�il(;Ii.a:.li±•.it!i;j:a;�;!I,:!€?i;!i::,,,lti,;;;:;,,,l.ial,, ,::,.,- ' � �i manufacturers direction. DRAWING NUMBER Concrete work to be performed In accorciamce w/ACI 318. Foundations footings € g 3 All surfaces shall be clean and free of debris prior to finishing. --• i 1 &slabs to be 3500 ps! compressive strengttn at 28 days. Site concrete & pads J SHEET NUMBER exposed to weather to be air entrained,40000 psi compressive strength at 28 4 All application shall be in workmanlike manner,providing a smooth surface. PROJECT: days. 5 Provide ceramic the and accessories complying with the Tile Council of America I Reinforcement bars shall conform to ASTM A�615-85 grade 40. Reinforcement s eclflcation 137.1. - : . 2 g ROOM NAME/NUMBER DEMO/ NEW DWELLING • designated as continuous to lab 36 diametter unless noted otherwise. 6 Install ceramic tits `n accordance with recommendations contained within the The Room name t" ' ,�: t:, � ' F Council of Americas Handbook of Ceramic Tile Installation". Minimum concrete cover protection for reinforcement bars shall be; footings 3 ;:,,; a:IJt,' ',I, :,., ,,,,•„ �' t.• ,(` •:r:.g3ii,I,. 1;gi•i}f ,; i:'!t ,;H±• ':i:::t,�l,� ,•,t, , ;:.( 4.1 ,.n :,it;ii. ti' �;,j "ili.•rili ,::::'iiiil.1!itl.fit:a;?,•fill)'1 '(ilir,l;,,,., ,I.r)I�'!fy.1},f C 0 SECTION 1 OCK 2 LOT 1 FI�C'T'URESi}&' BLOCK LOT: ,BLOCK , 3 inches (bottom),slabs on grade-max. 2 inches(top) (see ACI 318 latest edition .:....:. .. ....... .. . i;l`t14.:,....,wf,�'i? ,I,,;l1e!i:•,:�.,:'a�.-..I,ifs`s,�,�vi!:�I?:-.I'�III�„'al!III:,1�"II•',?1..1;! ,,,lu,:f,:•,II�':I,I�r,�t.,::li:,;!Ij for conditions not noted). Provide standard bar chairs and spacers as required to 1 All decorative lighting fixtures provided b owner and installed b contractor. 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 maintain the concrete protection specified. 2 All glass doors, glass shelves or accessories to be tempered t . Minimum concrete cover protection for reinforcement bars shall be; footings -3 All door hardware (knobs, latches,etc,) selected by owner and Installed by ,• i 4 inches (bottom), slabs on grade -max. 2 Inches(top) (see ACI 318 latest edition 3 contractor per manufacturer's s ecificr�ions. •I:1•::.u„„n,ra;,': rnrr:r•I-'us^;;I:'an•,;, ,:,,,:.,. .,.,, ;.,.,..;,... ,,�,•:.,n•,•a-m':•,.. . cam for conditions not noted). standard bar chairs and spacers as required to .:L•'u '+'.i+,!!"•! i'ii,:.!i''i�':aill>rl,:;'�!,',},-, ,! l,,,J!;i!rit;;=rl• ) P q , ,[L. ,! . .!( 1,; ,:, !, t.itu., ( Ir. :,3 !,,','u;, •,I,',fS, ;l,r ,:.,I ',;,I,l�!,' €ii:ii�1'tli�::..IS :,+'��!I:1' C C 'L.; ;i±,I1;,1.,1�ai;;ll'!;;all i rr:i;,r,,,• ts;,f;,} ,!. , :1 , (all, I•.t'al'i, i WALL TAG maintain the concrete rotection specified. M . .HQ � ;(jlt,:.,L,,,,,it:.,,.1.r1,•:Ir:;)art:!;'II41L,:,�,.,,±:.,1:641L;''!iIr;rt?i!,II'slli:il;a Ihl lu .,t,.:Lt,3,:;L.�,..1':11„',k:,,,,lr,,,:.l::i;'il; 11 When concrete is to be poured in weather conditions that could adversely affect Contractor shall provide all labor,rnarerials, and equipment necessary to install 5 its properties and serviceability,preparatiorns and procedures outlined in ACI 1 all heating,ventilating & air conditioning systems.All work shall be in PROJECT NOTE 305R latest edition should be followed, conformance with all state and Iota,caries and ordinances. ;l p,l r ::,'1, .�, GENERAL INFORMATION :i' ^I 'U'', : a i:; :I'r•; iJ, Yi = i"'6: :v, RI d :Itn" '1,1lD :JJr=li,r:pil'.ii! :N? `t!*f .,,,':' i` i i:°iii„�!;•'i;,,i';!.q .€�i� ;,ti ,,,�, f„ri;' t,t;; 'i. :r!s -i!I •i 'I, •?;!",. • Contractor to supply and install all HVAC a ui ment per ions and in . i; I,q;.,, r;l,;'+IJ �..,I,il!1;;1,, ;ii,1.II,r•r,•(:I,.Ii!1.1! .I;I,t'I;Jp;;,�i; :si,..!,;ri,,;,:;< ppY equipment P p�ASO P RYM:I!;'( , t,i'j l ,j1u!'y2�'' 111-a1���,tl,l,r,q.IE): ,1 t! t„ `.%itl°,11 ;:? 11!I;ual t'i'I,r ,;,, I, 'I,�bi; + ,i: _ ..,.L.,il..�.:,!.I,.IIJ.,};..t!,It..�„r�, e, I:H,r.,.ttll.�±l:i:":,hf•..c{,nli .I�,i, ii!t�lit�'!..!,....,,J<,! .,411 I,!li!i,l.;,lv,1;;,1'{r.,(p ,•a' Name 2 coordination with all manufacturer's specifications. Cut sheets of all HVAC Elevation �"� '•--" LEVEL MARKER Construction shall be performed in accordantice with ACI 530 and 530R (latest equipment ands ecifications shall be rovided to the municipality if re 'd . 1 editions),"Building Code Requirements for Concrete Masonry Construction and All new plenum supply duct runs throughout to be metal with foil face insulation Commentary" (latest edition). 0�-- --- COLUMN/GRID 3 (all non-heated space to min. R-8).Any flex duct used for duct runs from plenum 2 Concrete masonry units (CMU)shall be laid tin running bond unless noted to registers shall be Insulated flex duct. 1 otherwise. 4 The Contractor shall check all s stem safetydevices prior to system o eration. SPOT ELEVATION Masonry units o conform with ASTM(C- 0 and be Grade N T e,l tr °,;.I: ,N I,q„„ : ".,t•;rn,;,„ 1;lP ;:,I',': ,'1': ' I!:1;I .I:n:ait4' , M y ni (CMU)t C n rm W t Yp r ''t`I,!' (> j'I(: :r �,, ::I h t.,k:;', i, t!i,ii�l I ,11,1 .t.,iil± ;.ai I;±t,;jl; ,; ,J' i ,: •`` i;11.,``; 1 .i. 'il r$'I•, 3'};: ,.11:1i I ;1 i:;:,1:; S:r I,'.I,I a !`'j,.I r,E:{(!il':. kr!l ,1,li 3 ,IaJ Bl rG:!_: 1't,i,l;', ,li, .I,!€i'Ir;i; .113 i'iih ., a!;"I:;tlE!',ii€t.I"'t,�s;:;t a;!,!','t f 11'71r'I il:l tl:,!.,, ,i;�l;:"a;:.iialu;! medium weight hollow,, loadbearing concrete units. P M ,! ... ..lal,l.,t.i,'li. ;Ihl,..,., i,..i.....-I,,.,,,�Ii:L;:II.,d:.L,,t..i,.f,.,:n•..L,u.-..,.,L).•I, ,i,t,!„I,I+..:,F..ill(,�., :.11",:1Lt.:t" 12 Mortar for structural masonry shall be Type,M or S,And conform with ASTM 1 The Contractor shall install sump pump In existing basement per manufacturer's ._ _ 3 SLOPE/PITCH p 4 C270. secs. S Grout shall be small aggregate concrete with min. 28 day compressive strength The Contractor shall provide all labor,materials and equipment necessary to �~ REVISION CLOUD Q '(EKED ARc of 3000 si. 2 install plumbing, related fixtures,floor drains,etc.All work shall be in compliance 0�5 �G,S.f{qG ,,;el.;.t,:! ;;,., :,e, a,: .i„-r.. v,r 'n: „in iU!• ;ih.ir' y.. 11t, a,::n.• I qi: .," ( 81.1': �' •,III,,%Ci1'�'n.,;iii t.,r::=: "I�it„,1r;1!!i"• '!i�: ( .ISY;;•z�i ,'�!'�iI'.,t;f'. + '!i='I,`• -ti: ,,t1,,1,'i= ;r'r,'1,1 r. with The National Standard Plumbing Code, Terminal hookup and connections to •�;± ,1.,r i,,:il„ ii .i, t .,);!. .,Ij.'.i S7j!;Ii`'i',,: „I: ,, i ;€11„ i•�,:' , ''1 l•,•'i' , .,jl'.° '.I,,!r, ,;l!.; FJ P !'li' i' �IE,:I',,:lit:'Iliih:";+'::: ;;e:Iltrra?:.y ,'ry.{!!(it;i!'?IIrl;l;l€°i1ttl; 2tiiiP'.ill,:',,,•,?.!,il';';Y(,;:!:tS'!)r.,ari„i :it• {< Q- V TAI:S ail Utilities IS required. p:.,. .,n,t.,,,r....iaa,.:1..,,..r.. . ., ,, :run.:.,.,,, n„r•.rb e:u9.t,':,.I:r!{r..u•:I,,,:.:•lir.:,... ...,,,,1,,:Y.. Aluminum used for structural purposes in bullldings and structures shall comply with 2 1 3 The Contractor shall install and check all pressure reducing valves, Popoff valves AA ASM 35 and loads required b Chapter 16 of 2015 IBC. land other safetydevices rior tooperation of the systems. PERSPECTIVE VIEWS ` r i,l•.':,,':1 nlly:::li:,,,,f,fl""„'C%li ;,I' 'WI 1;!,"'t.'I'll t:is I:I;' 'If',>''rl,:!t`., 'll:`i': '111:'i". :I:^I'>G' , .,,• .•,, 1::tr:: The design,fabrication and erection of structural steel elements in buildings, + fi i;i:•'ii. iii ,a 'i711, iilh;'I,'t:I'i•,!1':,ii!i�. 1•:I^'!IIs};,: ii,t.i,; ± i ,1;i11 l i` ' CC C��':II' ri '! ,:Lt. 'C :L'E ll, i 11;1 I,,Il. r I• 1,7.i".�.:ir It!,:':It' 1 7 11 2 tLL:4TRICAL:i:;liYi:P:i, !, i!tl+a!!',,(:fI`: 'I lLI1'.ii:af, :L rli,:t':Ir F;u.,, .,t, i'•(;, ( rp rrl!,,E 'i ,{ - structures and ortions therof shall be in acceordance with AISC 360. t..r 4�.:::a: t4!t:r..:.:.:Il,,,nz.,,�!,�,,:.Ii..L.,i:.:,,,..1_;:r::,i.''ll;:!.i;!t.:;:t.!„!1€:::.,ai 1,,!::1:•11i..,it'a'it,i,,.rli,,.i, CC-9) SCALE: 1/�f -0 ., .I. n o I u. , .,, , 1., , .,. ... .. ., .. .,. I i 1, 1 , , t I I i �„ f, 1 � . ., , , �.: 1. , � < IS JI ., , f. 1�.. ., I !I i, t.. ., .t . , 11 i 1 I I 1. it d: ,1., 1 I 4 1,. ,o• . , 1. 1, ,,.1!: t, i,.l, t .i r �I 1.. ,::.' :I:.1. N S 0 de al labor, e o !• , t' r 1, tl'shah provide r materials and equipment ment necessary +•1, .i, :± ,�{ �,.,.l. "i: ,i� I, 1 .1, `1: � :i ,'! {' I'L�' Illat .,.,. :'!: Ir �r•I TheContractorV I I m r t x I. I• I,, :,€. 1. ,r.'ll!!.:.,.,cL,. a':,' 'r• "f 4, t'• I '(' , ,h::ii: :t ,,.,, i,', •'i ,i is ,1:(�:ii....!::•,'. 's`: r', r t 2•is ,. •:J. ,i. i , :.I, r:. ,. � 6 P .I, :1i.' :,, 1: ,.a i I ,;•(I it f 1' •:1'' 'I, i• .r, ! ;r?,. I i".I1, 1 i, '1 1. 'li ,1' C' i 1 ( .l.�,'!1.. .1••I ,1.i" '��� I , .1 ,11,IJ �,I .1 e �I. .l+ ia. 1.I i..• , .1. ,I t .t^,r� .r.L, ,:, ,i.a ,i: •, ,iii: h: t e cca Ja ce ,} I:. I: , .dr ;I u;a , t .l:?o structural steel alb i s d f SC 360. ,.r•�: ,� t 3 Painting f I shall n r n with Ai ':, I r i• h h �'/ r;: 1 n I:. ` i• h 'I. .I' 'il-, a h. S 't •'t:i r r.i. r eD SG r I I. i. i'f a ct as. o' ..,. s � e ants a d co o .I ! ''t ,,urea efectricheatelm n r s w a I � , E �,. '!, , d, :•,..,r !t i�!"{. ,.e}ated flxt nt I .Ali ark sh ll !. ,' :,Install wirtn r M. A' x;.. �:J O, � C BLE C.� ►'' r. , f r. :,Ili ,!" i ,,I, ,':, �I � 'AT1: , ,i:,, ;,� 1 :,. gI •.:T .r ,• ,i l.. ,EI d , I. n. a.I ,v I�I �' t ,� � s 1. P :,: I. I-.t• iL i ,.�. ,I, � nt" i ,I,La•,n E •hr';,,i t.!,• it '.I :r t, ,I I , .a1. :n, •t^ !' :•� I. III i�. I L 1'S• 4. ai,^'.eF N ct Ions !:. .,.-,!, :'1;. .a .i. .I' �•• i I ,accordance wilth the specifications listed (n s i 1 i, t.t L•ELi l�i.,:,!.,., .Y"-'•r•.i•• •I ,• „Welding & Bolting shall be in p i I �,.,,;,,,,,.I,:,I;;,, lC,LI',.,.,L,..I,:••, •;:r�.,,..,,,, C 4 2205, 2206,2207, 2:?08, 2210 and 221 1 of 2015 IBC. be In conformance with the National Electric Code.Terminal hook-up is required at all fixtures, a liances, motors,fans and controls. LIVE LOADS DEAD LOADS LOCAL CODES&ZONING OF THE MUNICIPALITY OF: 5 Anchor Rods shall be set in accordance with the a roved construction documents. Electricals stem layouts are diagrammatic;location of the outlets and the - �;' '•A tips$:'!"t,.,rr::'r;v,'•'li .!'1`'"',1: .11; /,; y!L: :'t"tt1 n'!I'; :tiy1:• �!',", L'' :Il'IIN,'7t•,j'd5t:y,q!!,^ ,1:2? 'EI'.:h1•; ;i7Y;' Y Y g '•" - '°i 1 }1„ir';i'ri„ :r<i-�•,:�a",lili�ii;,, i;•t � YI•'•s; .,•. .t;' ';` ::,}',:1J 1,'1- :, �i.�;^ii I �; :,:'E.I!, Residential common areas 40 s# TOWN OF SOUTHOLD NY <li„!'r, .;,, ,1,; ,L .I.1 1,•tl.jli,,.,€. r,J .:!'. 1t. tl,la;'.il� . , i-.„, p Common living areas 10 psf tt:, (,r,: l a ,L. -1 ,, .;!.:!;;;; ,,;!;,L ili,::,j,�t:1G. ,;,I;,;Ih!!::',t44,d,,,,: a ul ment is a roximate. Exact routin of wirin locations of outlets and _C_/ ;P; NT; 'IYldl:•it:I?:,,,Il:t.fl',,I:'..I . l,..l i.L..L.IrrI,!'.ihl!;.II,..,.L:.,.. ,,,.!,.'i.11.,i.,.l,,�r,.r.II....I!.I,...:I:r...1..,,,f q p pp 9 9r Residential sleeping rooms - 30 psf Garage = 55 psf ALL NY UNIFORM CONSTRUCTION CODES INCL!J:�ING: ! "All wood and wood construction shall complly with: 2 fixtures shall be governed by structural conditions and shall be verified In field Attic floor(w/storage) - 30 psf Roof = 10 psf International Residential Code 2018 a.American Institute of Timber (Construction with Owner and Architect. Wiring for equipment requiring maintenance and Attic floor(no storage) = 10 psf Slate/Tile Roofing - 20 psf International Energy Conservation Code 2018 (Climate Zone 4A) 1 b. National Forest Products Assoc. - Design Spec. for Wood Inspection shall be readilyaccessible, Roof - 30 psf Wet bed cone. areas - 25 psf C.American Plywood Assoclatio(n 3 All electrical equipment,breakers, and time clock controls shall be properly Ext. balconies and decks = 60 psf d.'American Wood Preservers Association" labeled. Stairs = 100 psf "All structural lumber(2 X 6 or larger) shall The Doug-Fir Larch #2 or better stress 4 The Contractor shall assess existing service and determine suitability,where Stair landing platforms = 100 psf PROJECT NO.: FI-25-) B 2 grade lumber,with base values as follows: a licable. Guardrail/Handrails = 200 psf USE GROUP: R-3 SINGLE FAMILY DETACHED DWELLING E=1,600,000 si Fb=875 si FV=75 psi" 5 A liance circuits shall be separate 20 amp with #12 AWG copper conductors. Snow = 30 psf CONSTRUCTION.CLASSIFICATION: TYPE V(5B) - (EXIST. NON-SPRINKLERED) DRAWING BY: JP,GA,'BL .: 31 All 2 X 4 wall stud lumber shall be Southern Yellow Pine,No. 2 or better stress 6 Materials and equipment shall be new and be listed b UL manufacturers. Wind = 115 mph,(3 sec. gust) (EXEMPT PER SECTION R-313.2) grade lumber: E= 1,600,000 psi Fc=625 ni k ...... ...•:. 7 Verify and locate all rece tacies prior to the installation of drywall. LNjj{i,! L.t. Nil , ., hJ, ..!! t r ,1}q, :l. J4I• ,.!'illlr ^ :rr.f^:b•!• I,f'JI;1'I'y1t' :.I`:,d,r, pn ndv' bil :t „!. , .), „€,l u:±, t+ii,.:all.,.li tit..,;,„J:1!ar.;11,, {is":t'!i:i Is. ,;1 i'i 61 .ih - ' ':' ,t tiri;:�'i!(;'yia.,:,:i,.. � 5,i(: 4 <i�E, ,f' •s�..,,,I j:"J': :I r, I l „J „1.,II ,,1,,•,; ;rn,.J ,u„ . , rl{7,: „n.I11 ISi:, •,,...n h,i . ,.:., .uiti,, „l.it.,S un to-1,;'?ir:: �.d,,. c, RI �. I ''' t i:, i;, L.1..l:,,. '.(f..,u..if^i, i A..,. I•i,,a l I !.,1:. ., t.t',! I;,I{I,{i,I II :j,. :it:_{,;!:I ,. ,;1; '1 „ Ca Institute Of j ,I,, ,i 1 ,ra,.,+..,,. ,1.i.l.t .!.li I, ,15 ,, CHK BY: GA All structural lumber shall be stamped (n acceordance with the American 1 NY ONE CALL NOTE: d .. i, ! ,. h t,l,!u.l.,.. .,I 1,, ,(. , t'1.,31,,!1 :• ,.,.,, "•• t. „ „ . ' 1,,ill.,., .r ',.,., P Install all rece tacies at 1$ to center Ilne above finished floor unless otherwise i V. ,,. i !,.Li .! .,,. „i. �,,,�. !t,,: (, ,,�k. P Z'C):i!n. ING FIDR' AT'IO i ,I, I,. !:' 'I,. r':'. .I r :,,:,li:'3:,:t: , ,. , is n,. .e1 1l:. ;.1: t, ,,; „± 4 + u u l: 1 1!ei Slj. 1 . f :' >i!,..,.l„ •�J! 1., ' is S nl r ,r:'I ( It i I•Ill..f, �,.� �.,a.H',f,:,l,, i-,,,•,,i,,.l :,., f.,i.li.,,.,,:..,'1tl,,,l,hilt,:,a�:,:��,I::,II•daa,„L•„Gtll,l:ra.tl,� t o I,{,{,rti,i..1,1,1:,�,1,11„t,l Timber's Construction Manual". noted. CALL (811) OR (800-524-7603)THREE BUSINESS DAYS BEFORE DIGGING- ,'�,'::•': �"•r•''' "All exterior structural lumber shall be pressure treated Doug-Fir or Southern 9 Install light switches a 42"to center line above finish floor unless otherwise noted. CONFIRMATION OF UTILITY MARK OUTS TO BE KEPT FOR THE ARCHITECT'S JOB FILE ZONING Yellow Pine, No. 2 or better.Treated lumberr shall bear AWPA marking.Ali DISTRICT: R-120 DWG NO,:' treated lumber shall b:: .25 pounds cubic faint of wood (minimum). All lumber shall 10 All switched receptacles shall be 1 2 hot unless otherwise noted. 5 treated kiln dried to a moisturea .2 content of cubic (focot o wood with design values fora 2 x 11 Provide GFI outlets as indicated and where required b code. ADDRESS: 3549 CLAY POINT RD. FISHERS ISLAND,NY 06390 10 as follows: 12 Install receptacle in kitchen and bathrooms above work top. A E=1,600,000 psi Fb=1,050 psi Fv=90 psi"' 13 Install light fixtures per Owner's selection. T.M.P.# 1000,SECTION 7,BLOCK 2, LOT 1 PUBLIC WATER/SEPTIC G 1001 . A-� NOTES SYMBOLS ZONING AND CODE NOTES I SCALE: NT5 A'6 SCALE: NTS A-� SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 J _ I _ m 3 4 5 6 7 8 9 10 11 12 13 14 15 fL f! in, .;,f ..,!,.,,: "iq 9„iyr;.,,,,,., ,,, „nr up,,t,+, •, ,.. {• .,. ,•.,,�, ., i,: zr,;,ca,,, a• ,v,• ±A S, 1 ,t!{^;6t,.33�I1:cnrr ali,•,6i(1 !!.•!;alta.,i?ar.l i',i.L'slji' i!,9,1' 5 rl,clilr :Y: i h..i,.ci' J''al' a. , tIt Lin 11; � r I !1:•i d! a( .1;If r ,{{I I;`Hi' a•'? ! , .il t :1,•r y,! , ';ln rt I ,, �.2 •I. � `,L,1, ii ,r,l !!"!,• I,;. •I 1 ,...I 4: i i,?I�;i�ti +,, I;;:I;1:1, i' ,4 )i lit:b? aii':I�• ,,;; t,. i °i }}!„ '{(, :is Ir: ,rUn�l! , ;+;1,? ,, .,.,h+i,: t�fi I;,., ,I.;j si'. � �,,.I,`r ii;li:i,ni:'.11, •{.(,?':;, {�i l i 1 1; ;i! "•`?r,;��, !i,. it{•, flf: ,o. ,.:., ,rl!,.• •� ! ,, i I,1 ?`•� { I, .GENEL O• �E• a;� ,.I,•, L�i.,,, „?,,,. ,r "?;,i;?i:::Irf a, ,,��1.�,' ,',..' I„ ! ,! ,s ?.,a� :. ,A ,., i � ,,r?:':! •,II.1 ,: l„ r. ,, , m„t 11, ,r I,.I' 'iiY r,i'rv'r °!•0 iR,n°u:r` ;I'}�';,a? n:{'. 4d e',.r !f:..{, q, ,n t ,r, ,,,,,. A' ,'l { ;r,', F7 � il.. .,1:1 c, .!,a.:ibl.,t o•1 r,�ia.r i,lii:,•.I,,, II'.,ILL!,.11�I�B1,il'111"i�:iir�l„ .�i4�:dc:urli,'tu'lip:�;w�{Cvfu,-n':I;,,,t•tlrlir;l.l.,,r�l°.(;ili„1,;• 1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES,AND ALL • LOCAL,STATE,AND NATIONAL REGULATIONS AND ORDINANCES WHICH SHALL �,N �� � *� TAKE PRECEDENCE OVER THESE DRAWINGS. f N TC. H j 2. ALL DIMENSIONS ARE TO MASONRY WALL EDGES OR FRAME WALLS,DO NOT ARCHITECTURE, INC. SCALE DRAWINGS. 61 -4' 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 q7r- IV' 9'-7" it q'-01, 3. ANY ERRORS OR DISCREPANCIES THAT MAY OCCUR IN THE DRAWINGS AND/OR TEL : 908 . 647 . 8200 FAX : 908 . 626 . 9197 SPECIFICATIONS THAT MAY ALTER OR IMPEDE THE WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR DOCUMENTATION AND RESOLUTION PRIOR EMAIL : INFO @ WESKETCH,COM i" —`-'"— ———— ——— — TO PROCEEDING WITH THE WORK. i r -- - --- - --- � I # ISSUE DATE I I I I A. ANY DEVIATION,ALTERNATE METHOD,OR MATERIAL SUBSTITUTION FROM THE I I I I DRAWINGS AND/OR SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT,IN I. 1 FOR PERMIT APPLICATION IO DEC 2024 i L I I I I WRITING, WITH SUFFICIENT TIME TO REVIEW AND RESPOND. ALL SUBMISSIONS ( I I I I SHALL BE APPROVED BY THE ARCHITECT,IN WRITING, PRIOR TO PROCEEDING WITH I I I °0 THE WORK. m I S. THE ARCHITECT OF RECORD IS NOT,AND SHALL NOT BE HELD LIABLE FOR SiTE I ( I ( SAFETY ISSUES AND WORKER SAFETY ON THE JOB SITE. I I I I 6. THE GENERAL CONTRACTOR/BUILDER,AND SUB-CONTRACTORS ACCEPT L— — — J, RESPONSIBILITY FOR SITE SAFETY ISSUES AND WORKER SAFETY ON THE JOB 51TE- -- — — — —— — —— — — L— — — ALL WORK SHALL BE DONE IN A PROFESSIONAL,WORKMANLIKE MANNER IN I I ACCORDANCE WITH THE HIGHEST ACCEPTED TRADE PRACTICES AND PER ALL K K MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. # REVISION DATE II II ( ( I I 7. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND OTHER TEMPORARY PROTECTION IN AND AROUND THE JOB SITE TO PREVENT PERSONAL 1 PER MUNICIPALREVIEW(PROJEC1Ti1LE) 28SEPT2025 INJURY. II II I 8. THE GENERAL CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE CONSTRUCTION ! SITE,FREE OF DEBRIS,TRASH AND WORK SITE HAZARDS. ALL DISCARDED ITEMS I SHALL BE DISPOSED OF IN THE PROPER MANNER, LEGALLY AND IN ACCORDANCE I WITH LOCAL AUTHORITIES. e: ;+•'1!.L i�'!, .,t'!i''li:.r. =1,,.f,r ;`:. 4ii;i� !.t,!<?,.II !,ri, j Ij?lili' ;i n irl^�' i. "i',i t 41 i nl�}. ,1.1':I'!!.,. �i'ii:'!;.t. ;1;1 �i. ,, f :,1! ! !j , t .II'I.?:I ?,.::,d:,...t.l i I. .1! ,!(. ! ?'�;l.1.,?i.l ,.!1:. ! !, .!;-!•,; e!�,, si;,, ir't�, i;, ,. , ' � I i ,,; ':! 'Ii i;ilii{'�!.,,i v,' a• :� ,. ( I I I I!iiGs?P lI:'. l'.l N iS::•E!!;!(R.,!',A;;!:p,1�!:.{�:.1. aI!: �1 i ,Yidl'i R Q�U 1C,O!?` Iy 1 . ;I' i:N f(21.' �,''j'?!sti5AF T M a !... ( I I I I 1. TEMPERED GLASS REQUIRED FOR WINDOWS WITHIN 18"OF THE FLOOR,WITHIN 5%0" FROM THE FLOOR IN EGRESS WAYS,FOR ALL GLASS PATIO DOOR UNITS,AND — — — — ——— — —— I WITHIN 5'-0"ABOVE TUBS OR TUB PLATFORMS. 2. GUARDRAILS REQUIRED FOR LANDINGS,PORCHES,BALCONIES AND RAISED FLOORS a DASHED LINES REPRESENT WALLS, I I MORE THAN 30"ABOVE ADJACENT FLOOR OR GRADE-GUARDRAILS TO BE MIN. DOORS,WINDOWS,TO BE REMOVED- 36" HIGH WITH BALUSTER SPACING TO BE LESS THAN 4"CLEAR CONTRACTOR TO VERIFY WITH OWNER j H ANY ITEMS TO BE SALVAGED FOR ( I 3. GUARDRAILS/HANDRAILS DOWN STAIRS WITH MORE THAN 30rr OF RISE ABOVE H � FUTURE USE. I I ADJACENT FLOOR OR GRADE TO BE MIN. 36" HIGH WITH BALUSTER SPACING TO BE TEMPORARILY SUPPORT ALL SECOND I I MAX, OF 4"CLEAR ��EO FLOOR STRUCTURE PRIOR TO ANY I I REGE WALL DEMO- 4. STAIR TREADS TO BE MINIMUM 10" (NOSE TO NOSE) I I CONTRACTOR TO CONFIRM EXISTING I I BEAM SIZE AND LENGTH FOR POSSIBLE I I 5. STAIR RISERS TO BE MAXIMUM 7 3/4" HiGH. EP`5 REPLACEMENT iL AP 6. THE VARIATION BETWEEN RISERS AND TREADS IS LIMITED TO 3/16"ADJACENT TO ( I CONRACTOR TO VERIFY WITH OWNER I ( �;' EACH OTHER,AND 3/8" BETWEEN THE LARGEST AND SMALLEST 2 REVIEWED BY Z BA DEMO OF ANY EXISTING FLOORING '� G G I I I I 7. ALL HANDRAILS SHALL HAVE A MAXIMUM GRIP SIZE OF 2 1/4", 1 1/4"MIN. DECISION# CONTRACTOR TO VERIFY WITH OWNER ( I HANDRAIL TO BE CONTINUOUS ONE PIECE WITH NO INTERRUPTIONS-NEWELS ARE EXTENT OF ANY DEMO TO POWDER ( I NOT TO EXTEND ABOVE HANDRAIL EXCEPT AT 90 DEGREE TURN LANDINGS (VERIFY DATED: { ROOM OR FIXTURES I I WITH TOWNSHIP FOR APPROVAL) II -- —— —— — —— — ——— — .--.-- — — —— —— —— — 8. PROVIDE 1/2"THICK CEMENT WALL BOARD BEHIND ALL TUB/SHOWER LOCATIONS Eh'Dll�k_ I - - ._. — _ "Y�S —— — (� - - - - - -- — — — — — —— — — TO MIN, 6%0"A.F.F. PROJECT: 1� _ .� -- - - - - - - - - - _ _ _ i I I I I 9. ALL HI-MAT RECESSED LIGHT FIXTURES TO BE"IC RATED1,AND AIRTIGHT LISTED TO DEM0/ NEW DWELLING ( ( ASTM E-283 STANDARDS F I I 10. INSULATION VALUES SHALL BE NO LESS THAN R-49 IN FIAT CEILINGS, R-38 IN BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT i I I I I SLOPED CLGS., R-21 IN EXTERIOR WALLS AND FLOORS OVER UNHEATED SPACE, 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 I I i I R-13 FOR BASEMENT WALLS AND UNDER CONCRETE SLABS-ALL DUCTS TO BE INSULATED TO MIN. R-B IN UNCONDITIONED SPACES AND SEALED W/U.L. 181 ►�J TAPE OR MASTIC: �'} :!., :,Fiii�''.I'1?i:���ir•.;!i��::qi'!i! :!?;ij q?" }„I,i.t i'!N�t 'fir :}" 'nt.t?i';¢r,r, ;.r: e,. •r:cy 'u•,: :,P••p,';•'•r,tr•,u p,q a'c_'vi I i it'i1c,.;eiu .a• ,ird. .1..{' ,,•..I�il,. ;..1,:'.1, ,•�.;?..!;' �iGi i;(1!.na.,.i;,.l�. .i�, it1�£ a1'i?l"II'.t:Ivy tJ;..I y,;:!Ila�: ii?,:{,,;;:?;,41,'I3,.,,?,ji,,;,.,!..•,; 1,GENERA�L'l�b�(�/�01lI !-• , .II I :I.,,li'-!1� .:{i'.. .I+I�;,�;,;: I 'i :rl ,!?I, ll� l:. i'•t I i ,. ,,. Ti•o��,NoT��S�I•i11�i�: ,,, tl �: � ,11 i;i; �'':�i�,,,i {; ,!,,;.,., „,i}�.::; ,li , ,Ip, 1.,i: ::';lj;;�§r:u; .; ,: {u�., ! I „ . 1;' ,,,n JJ �, 1�:(i, p ! ,1�., d,.l, l"F�•Cl�..I�V{li ,Y{In,l i ( ( ( :?!ili.,,tti��t?f,,E.iSSiP!iL,L„Cil}I„L,1.}..L.,�.,..,, di,.it:f..:f,. .1. :?<a1!;Ili l,,3i..dv i$UL. :I•a J?,I;. rp,I' 'Ic „ t'i! ,t ,., tl . •.. i ,, �..!'IKIi!,n.i ;.,d:r }I!•il;':L�Iii..11lS,...Ili:1:•I,:?;z1r:::r?„na.,•1'z'l:•.:i1.i 1. ALL WALLS,FLOOR MATERIALS,PIPE WRAP,ETC.TO BE TESTED FOR TOXIC MATERIAL SUCH AS LEAD AND ASBESTOS PRIOR TO DEMOLITION-PROPER REMEDIATION AND DEMOLITION PLAN REMOVAL PROTOCOL TO BE FOLLOWED IF TOXIC MATERIAL IS DETECTED. E ( ( 2. TEMPORARILY SUPPORT ALL FLOOR/WALL AND ROOF FRAMING DURING i 1 ( I DEMOLITION WHERE BEARING WALLS OR STRUCTURAL BEAMS ARE TO BE WORKED ij I I I I ON OR REMOVED. PORCH POST& 1 ~ ( I I ( 3. ALL EXISTING ELECTRICAL LINES IN AREAS OF WORK TO BE SHUT OFF AND BLUESTONE WALIK (T,B,R.) ( { ( I DISCONNECTED PRIOR TO ANY NEW WORK. II I ( 4. CAP ALL PLUMBING LINES TO FIXTURES THAT ARE TO BE REMOVED OR RELOCATED. D 5. ALL WASTE TO BE DISCARDED OF PROPERLY, BASED ON CONSTRUCTION WASTE D I q'.0" 29'-9" 17"-0" STANDARDS,AND IN A TIMELY MANNER. •fir � NOTE: EXIST.ROOF AND ROOF STRUCTURE TO BE REMOVED kop 026 T�4r�OF N C C PROJECT NO.: FI-2a-1 B B DRAWING BY: JP,GA,BL CHK BY: GA 1 DWG NO.: i , i A A 0, 0 A 0 0 A-, FIRST FLOOR DEMOLITION PLAN NOTES A-}3 SCALE: 114 -- 1 -0 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 r 6 8 12 13 14 2 3 4 K. ,11I 1 !PA !f:l1" 1'19iidb To I ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE CODES,AND ALL LOCAL,STATE,AND NATIONAL REGULATIONS AND ORDINANCES WHICH SHALL TAKE PRECEDENCE OVER THESE DRAWINGS, m WESKETCH m 2. ALL DIMENSIONS ARE TO MASONRY WALL EDGES OR FRAME WALLS,DO NOT ARCHITECTURE, I N C. SCALE DRAWINGS. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 3. ANY ERRORS OR DISCREPANCIES THAT MAY OCCUR IN THE DRAWINGS AND/OR 871-711 e. SPECIFICATIONS THAT MAY ALTER OR IMPEDE THE WORK SHALL BE BROUGHT TO TEL 908 . 647 8200 FAX : 908 . 626 . 9197 oo 14 PIPE SLEEVE THROUGH FND, WALL FOR OUTDOOR SHOWER DRAIN THE ATTENTION OF THE ARCHITECT FOR DOCUMENTATION AND RESOLUTION PRIOR EMAIL : INFO @ WESKETCH.COM 47f 11" 13- 4" 261-411 e- TO PROCEEDING WITH THE WORK. lo ' - ,4; :r_1 # ISSUE DATE 77'17- A. ANY DEVIATION,ALTERNATE METHOD,OR MATERIAL SUBSTITUTION FROM THE U! 1 1 DRAWINGS AND/OR SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT, IN L I FOR PERMIT APPLICATION 10 DEC 2024 L 00m WRITING, WITH SUFFICIENT TIME TO REVIEW AND RESPOND. ALL SUBMISSIONS 7 SHALL BE APPROVED BY THE ARCHITECT, IN WRITING,PRIOR TO PROCEEDING WITH SLAB ON GRADE THE WORK, j 5. THE ARCHITECT OF RECORD IS NOT,AND SHALL NOT BE HELD LIABLE FOR SITE FL.JSTS. ABV. FL.JSTS. ABV. FL.JSTS, ABV. SAFETY ISSUES AND WORKER SAFETY ON THE JOB SITE. 77. 2" X 12" @ 16"O.C. _`4 211 y 1211 @ 1611 O.C. 2"X 12" @ 16"O.C. -CONTRACTORS ACCEPT 231-011 IT 6. THE GENERAL CONTRACTOR/BUILDER,AND SUB RESPONSIBILITY FOR SITE SAFETY ISSUES AND WORKER SAFETY ON THE JOB SITE- 7 CRAWL SPACE i C SF CE ALL WORK SHALL BE DONE IN A PROFESSIONAL,WORKMANLIKE MANNER IN' t--4- I- K 3"THK.CONCRETE SLAB (3500# PSI)W 00 u! "T ACCORDANCE WITH THE HIGHEST ACCEPTED TRADE PRACTICES AND PER ALL K Z MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. REVISION DATE F`­ SLAB ON dR"AbE /6"X 6"W.W.MESH REINF. OVER 6 MIL. BEAM/PIER UNDER LL: 17-r�71-j 110 1. �!r-j . r-1 5 ui I . j- I VAPOR BARRIER ON A" COMPACTED -1 zo 7. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND OTHER co STONE - INSTALL TEMPORARY PROTECTION IN AND AROUND THE JOB SITE TO PREVENT PERSONAL I PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 L,, -­.-__1 b, L_1_ 4"THK. FIBER REINF.CONCRETE SLAB (4000# PSI) (4#1 STALL CONTROL JOINTS BATH WALL ABV. C.Y.) W/6" X 6" W.W.MESH REINF. OVER 6 MIL.VAPOR EVERY 144 S.F. MAX.(TYP.) tu >: INJURY. INSTALL CONTROL J F uj 4> Pr b ( BARRIER ON A" COMPACTED STONE FL. JSTS.ABV. JOINTS EVERY I A4 S.F.MAX.(TYP.)- BACKFILL DOWN TO u z .1110 2" X 12" @ 16"O.C. Z 0 0 V) 8. THE GENERAL CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE CONSTRUCTION VIRGIN UNDISTURBED SOIL USING COMPACTED(MIN. 0 r. !� U > SITE, FREE OF DEBRIS,TRASH AND WORK SITE HAZARDS. ALL DISCARDED ITEMS 95%COMPACTION) CON TROLLED FILL X� �2 x • 44 • , , �,0,�1 x,X& ,X­ It d"'X,x" 0 a i,X. SHALL BE DISPOSED OF IN THE PROPER MANNER, LEGALLY AND IN ACCORDANCE I vle, YwIlmix, '<11 11 X, x�X. ,I x ok > r r WITH LOCAL AUTHORITIES. 3: > 0 Ai INSTALL MIN. 36"OPENING ACCESS •EXIST.-DRILL AND GROUT#4 FND. WALL AND MORTAR SET IN NEW(2) 1. TEMPERED GLASS REQUIRED FOR WINDOWS WITHIN 18"OF THE FLOOR,WITHIN p,�t.-WIL i1C "a I. N1,*1 101" IR E IREQ 0. 0 u PIN NEW WALL AND FTG.TO IN REBAR, 18" LONG,(2) @ FTG. 4" X 8" MASONRY LINTELS W/MIN.4" 4 if 5'-0"FROM THE FLOOR IN EGRESS WAYS,FOR ALL GLASS PATIO DOOR UNITS,AND AND VERT. @12 O.C.,MIN.6" BEARING EA. SIDE(TYP.) 4'• 10' WITHIN 5'-0"ABOVE TUBS OR TUB PLATFORMS. It•Nf ill TYP.AT ALL NEW EMBEDMENT Z 4 WALL CONNECTIONS 1 9, . . 2. GUARDRAILS REQUIRED FOR LANDINGS, PORCHES, BALCONIES AND RAISED FLOORS V) "K 12" BLOCK 4 4 MORE THAN 30"ABOVE ADJACENT FLOOR OR GRADE-GUARDRAILS TO BE MIN. 36"HIGH WITH BALUSTER SPACING TO BE LESS THAN 4"CLEAR EXIST. JSTS.(TO REMAIN) UF 3, GUARDRAILS/HANDRAILS DOWN STAIRS WITH MORE THAN 30" OF RISE ABOVE ADJACENT FLOOR OR GRADE TO BE MIN. 36" HIGH WITH BALUSTER SPACING TO BE RECEIVED 51 L.V.f I I .' - MAX.OF A" CLEAR d 3'- 1 1/2" , K 11 II m OCT 2 3 2025 -L :2 F 4. STAIR TREADS TO BE MINIMUM 10" (NOSE TO NOSE) r"" EXIST.(3) 2"X 10" BM. r" + C IP (" I I a vi MIN. 3"THK.FIBER REINF.CONCRETE SLAB 5. STAIR RISERS TO BE MAXIMUM 7 3/4"HIGH ZONING BOARD OF APPEALS 6" BLOCK PIER I,, EXIST. I W.W. LL x FINAL MAP fly FOOTINGS (TO REMAIN) EXIST. CRAW ACE (3500# PSI)(4#/C.Y.)W/6"X 6' 3'.0. 14-6 3/411 6. THE VARIATION BETWEEN RISERS AND TREADS IS LIMITED TO 3/16"ADJACENT TO L MESH REINF.OVER 6 MIL.VAPOR BARRIER I f -.1 BASEMENT VIEWED 13Y ;�PA ON A" COMPACTED STONE -INSTALL EACH OTHER,AND 3/8" BETWEEN THE LARGEST AND SMALLEST RE CONTROL JOINTS EVERY 144 S.F.MAX. G # G :S, V. I I-:"qI 7. ALL HANDRAILS SHALL HAVE A MAXIMUM GRIP SIZE OF 2 114", 1 1/4" MIN. DECISION I NOTE:CONTRACTOR TO VERIFY (TYP.)- BACKFILL DOWN TO VIRGIN X 9 1/4' 1 In I - . r u C14 HANDRAIL TO BE CONTINUOUS ONE PIECE WITH NO INTERRUPTIONS-NEWELS ARE DATED. UNDISTURBED SOIL USING COMPACTED III I -1 EP9__111 NOT TO EXTEND ABOVE HANDRAIL EXCEPT AT 90 DEGREE TURN LANDINGS(VERIFY THAT ALL EXIST. STRUCTURE IS 2 CIO STABLE AND IN GOOD IN. 95% COMPACTION) CONTROLLED _j T,Ir . I ro, WITH TOWNSHIP FOR APPROVAL) F1 L L J,' CONDITION-ANY VISIBLE SIGNS OF DAMAGE, ROT,OR W-51/4" 81 iv I1 1/4" N 8. PROVIDE 1/2"THICK CEMENT WALL BOARD BEHIND ALL TUB/SHOWER LOCATIONS DEFORMATIONPROJECT: ARE TO BE TO MIN. 0-0"A.F.F. BROUGHT TO THE ATTENTION INSTALL(4) (3'-0" X V-0" X 12" 0 o OF THE ARCHITECT AND OWNER [4, TH.) CONC. FTGS.- REINF.W/ >: 0 9. ALL HI-HAT RECESSED LIGHT FIXTURES TO BE "IC RATED"AND AIRTIGHT LISTED TO FOR A RESOLUTION OF r 4d S EA.DIRECTION @ ASTM E-283 STANDARDS 1 (4) #4 BAR 10 DEMO/ NEW DWELLING REINFORCEMENT OR N 3"FROM BOTTOM OF FTGS. o 51 F REPLACEMENT PRIOR TO OTHER 8 314#1 -49 IN FLAT CEILINGS,R-38 IN BLOCK LOT: 1000,SECTION 7,BLOCK 2,LOT I F (TYP.) 10, INSULATION VALUES SHALL BE NO LESS THAN R WORK PROCEEDING R-21 IN EXTERIOR WALLS AND FLOORS OVER UNHEATED SPACE,SLOPED CLGS., 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 :ji U- x I ( FOR BASEMENT WALLS AND UNDER CONCRETE SLABS-ALL DUCTS TO BE ' I w _ _ '' I I (FND. RETAINING WALL TO R-1 3 INSULATED TO MIN. R-8 IN UNCONDITIONED SPACES AND SEALED W/U.L. 181 EXTEND MIN. 12"ABV. TAPE OR MASTIC EXIST. FTG.HT. V- 1 1/2 i• ;XH 7- ' '- 7 - -", 7 , - i!�I _,I.[,tl.L,.I,,..iII',.S(j!,.'...I,.1t•.r'f.,.'t CI1:L' I r•trl,. .. :,'I• h,f CL F" y',Q_ N, Y, .......... 7_ Tr- .. .1 b I ABV. ­4 L. JS1 4 1. THE FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING I "SUPERTREAD"LANDING BLUESTONE 2' GO ff sic' 12" BLOCK CAPACITY OF 2,500 psf. IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN THE INSTALL MIN. 36" OPENING ACCESS IN FOUNDATION PLAN 8T SERVICES OF A QUALIFIED SOILS/TESTING ENGINEER,WHO SHALL VERIFY THAT THE E-01. 6'- 10 1/2" 6'- 10 1/2" 1, 10 FND,WALL AND MORTAR SET IN NEW(2) J IN-SITE SOILS ARE CAPABLE OF SUPPORTING THIS LOAD. 1 ) 3 tu 4" X 8"MASONRY LINTELS W/MIN.4" BEARING EA. SIDE(TYP.) a 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE SITE PRIOR TO THE • Z: Lu to "1",4: w START OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH THE SITE IN 'o 0 P. CONDITIONS AND THE ARCHITECT RECOMMENDATIONS PRIOR TO THE START OF '00 r 0 10 z 0 ANY WORK. < 0 w 0 ui - 0- E 0 U ix CA u4 000 EXIST. CRAWL SPACE to Lu • "i, (3) P.T.2"X 0 t4 W zo 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ALIGN FINISH FLOORS OR SET ('; 4. 0 aj z 0 IV) FINISH FLOOR ELEVATIONS PER PLANS-ALL WALLS/TOP OF FOOTING HEIGHTS TO J 4 �" rui U Lou * 0 U a x " T BE SET TO MAIN-TAIL MIN. 36" DEPTH BELOW GRADE (STEPPED IF NECESSARY)AND ce D u UJ < PIN NEW WALL AND FTG.TO x z ad Lu 8'-7 1/2" TO MAINTAIN EVEN BLOCK COURSING IF REQ'D. w L r U < z ::E - EXIST,DRILL AND GROUT#4 x". 4 3/Alp 8'-7 1/2" z z In ," ,, 4" D u z CLI 0 w 1 uu to- 14 REBAR, 18" LONG,(2)@ FTG. r CL CL A. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND APPROVED BY THE ce LL u: ZE � > AND VERT. @ 12"O.C.,MIN.6 0 z vi , co 0 ARCHITECT PRIOR TO THE PLACEMENT OF THE REINFORCEMENT AND/OR POURING U =) 1. uj to a- 0 TYP.AT ALL NEW U. 10 EMBEDMENT OF CONCRETE. 16' 9" 81-911 - 5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF GROUNDWATER OR EXISTING 24 WALL CONNECTIONS Y 7 MEDIATION OR ADDITIONAL DIRECTION CAN BE PROVIDED.PRIOR TO WORK 67 Q1 DRAINAGE LINES ARE ENCOUNTERED DURING EXCAVATION SO THAT THE c_jj PROCEEDING, 7 IL 4 ------- ---- 7-- -------- c 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL c "2 1 -9 181-6" 71- 106- EXCAVATION SLOPES IN ACCORDANCE WITH ALL NATIONAL,STATE,OSHA,AND ' 14",Olt LOCAL CODES AND REQUIREMENTS. TYPICAL FOOTINGS: 7. THE CONTRACTOR,DURING THE PROGRESS OF THE WORK,SHALL PROVIDE, MIN. 2'-0"W X 12"TH. REINFORCED CONC. (MIN. 3,500 PSI) STRIP FOOTING TO OPERATE,AND MAINTAIN ANY/ALL PUMPS,SUCTION, DISCHARGE LINES,ETC.,AS BE MIN. 3'-0" BELOW GRADE ON SOLID BEARING SOIL- REQUIRED TO KEEP ALL EXCAVATIONS FREE FROM ANY SOURCE OF WATER. (REINF.TO BE(3)CONT.#5 BARS SET AT 3"FROM BOTTOM OF FTG. (TYP.)- NOTE:ALL REINFORCING BARS IN NEW FOUNDATION/FOOTING TO BE BONDED 8. ALL FILLED AREAS SHALL BE COMPACTED IN 10" LIFTS AND SHALL BE COMPACTED PROJECT NO.: FI-25 1 TOGETHER (W1 STEEL WIRE TIES)AND GROUNDED TO EARTH W/NO. 8 COPPER TO A MIN.OF 95%AS PER ASTM DI 557 REQUIREMENTS, B GROUNDING CABLE-GROUNDING CABLE TO BE ATTACHED TO REBAR W BRONZE DRAWING BY: JP,GA,BL GROUNDING CLAMP (CERTIFIED FOR DIRECT BURIAL) OR COMPARABLE 9. THE CONTRACTOR SHALL ADEQUATELY PROTECT WALLS,PIERS,ETC.,FROM DAMAGE DUE TO BACKFILLING. TYPICAL FOUNDATION WALL CONSTRUCTION: CHK BY: GA 10. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING FOR TUFF-N-DRI WATERPROOFING MEMBRANE SYSTEM APPLIED TO FDN.WALL FROM FTG.TO BASEMENT,CRAWL SPACE,AND/OR RETAINING WALLS TO PROVIDE LATERAL GRADE(ALL CRAWL/BASMENT AREAS) W/ 1/2"CEMENT PARGE ABV.GRADE APPLIED SUPPORT STABILITY UNTIL FINAL CONNECTIONS TO FLOOR AND ROOF SYSTEMS DWG NO.: TO 12"CMU (BASEMENT),8"CMU (CRAWLSPACE) BLOCK WALL PERIMETER-GROUT ARE COMPLETED. BLOCK CORES SOLID AND INSTALL VERT. REINF. (1) #5 REBAR @ 48" O.C.AND AT ALL CORNERS AND BEARING PTS., DRILL AND EPDXY SET TO FTG. (MIN.6"EMBED) (TYP.)- INSTALL HORIZONTAL DUR-O-WALL REINFORCING AT EVERY OTHER COURSE (TYP.) A AA131 01 000 PROPOSED FOUNDATION PLANT A-13 NOTES SCALE: 114'= V-0" SCALE: NTS 13 is 1 2 3 4 6 7 8 10 14 12 i 7 $ 9 10 11 12 13 14 15 4: a 4 ryr 1 ?l 3 4 5 6 x WESKETCH M i 87,.711 ARCHITECTURE, INC. 26'-4" 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 TEL : 908 . 647 . 8200 FAX : 908 . 626 . 9197 0 EMAIL : INFO @ WESKETCH.COM -304. 6'-b 3/4" 6'-3" 26'-d" # ISSUE DATE L2 2" X 10" L I FOR PERMIT APPLICATION 10 DEC 2024 -304.0 .._._ q'.g' 5'r—�- 21.9 6'. ' C' FROST FREE �v a \ X ON ECTIO `' a FENCE MATERIAL ( 1 wn M - C N N M (m l SHOWER cv W/SHUT-OFF N ENCLOSURE } N• I DUTCH DOOR ao7o a I } (L V- 1 1/2" 7'- 1 1/2" 3+-8" r = 2'.0 1/2" _ _ J P. BATH � I -- K — _ K . 5�" X 9 1 4,'L.V.L. 13'-4 3/d" , C.H. 8'-0" N } ?, (TILE) _ _ ! o w G I = _ ® REVISION DATE I N o PRIMARY SUITE I z u a o O• a' LAUNDRY / MUD RM. C.H. 8'-0" ! �S a X i PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 (HARDWOOD) _ J - (HARDWOOD) I h 3 ` I '� NI COVEREDPORCH iv M o / " , N. 15 -1" ( Z,, OZ to -01 2 ~, 5 IGOT 5'•0 1/4" 5'.0 3 1/2" 3 1/2-1 3 1/2" 33 1/2" ih 2870 3 0L 2870 O y2'-91/2" y2'-91 2" �2'.91/2" �2'•-91/2" — ^ I /- 1670 7(1±670 - n D W N ° w I �I• FROM CENTER OF ROOM 6'-6" F8' 2" b'-6" FROM CENTER OF ROOM I I 8'-9" 4'-0" co o o cv .. 4'- 10 1/2" A'. 10 1/2"to to L w Ifv N M 2'.2 3/4'" 1 0 C4 _ 01 O o 9 _ ° YER _ `v o -- -- I I_i "� —L`4^070 — _ d070 — 2670 !� r. N C. s'_o" >~•- n , HALL „ ,,,u,,, „ , „ ,i„ Jim LL �� a a K . CLOS. cLOs. `�. m �. M I rP.R M O �, GO r (HARDWOOD) ;� 4 1 1r uu 1r 1r 1r uiru 1r try �, .' BED #2 - 2 -4 . • ( ) o ; • -- - OFFICIE N _ ` to (HARDWOOD) -' 3 •91/4 3 - 11 t/2 - „ - p �� �o e/f C.M.8'40" �� : : n I C 8-0 O C) N 1 J_J_a CENTER WINDOW e U (HARDWOOD) N N V �' -- 1 o 3, WITH UNITS ABVD4 —15 t @ 7 114" . H '� O ;� — -- -'- -" — v . 5 -0. 3 1 2 11[ cv �, AND WITH GABLE M o RECEIVED IC,m t� l;- — I UP 04 � 13'.5" M — — _ _ — — , ^ O C T 2 3 2025 r � o 2070 12 8770 N _ PROP EALS a I I LOS. ZnZ o I I I — FIN P N 2' 91/2" 2'-01/2" lu Q z I( ( I I ( RE VEWEQ BY �G..Bli !! g FASTEN 15TS.TO BEAM G DECISION N �5_�o� G M � p O Ix W/SIMPSON HGRS. _ 0_ v BATH #1 O LOS. °` " I) i 1 I I (MODEL IUS3.56/14) - I -h N LIMN RM. o - ° a GATED. 2470 070 Z 8 0 3'• 10„ .—.. 10'-6" C.H. -j1 I � � I I � I I �- - � • "v (HARDWOOD) ,I I �� N ;t _j (TRAY CEILING) , e O O �I eO L __ — J+ _ J I O I N 1 / \ u DINING RM, a u I I KITCHEN X1) I a 'v C.N. 8'.0" "v `— 1 1 0o `�' I "' C.H. 8'-0" 1 p '� PROJECT: _ ^ (HARDWOOD) O �• I �, I I X• © � iv ' o I I I ! } M o - iI a DEMO/ NEW DWELLING <1 ►- �- I I I ! I I III I I to AL , _ ;� F -3 "' BED #1 I I I I I I I• I I I - --- _--. ---- .- - - _ _ BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT 1 N C.H.tn s'-o° I I I ! FOLLOWS 1 I I I I I -"-.SIMPSON GIRDER HGR. 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 = U D I I I I ROOF ' I ( c" (MODEL HGU3.63/14-(SDS) o � (HARDWOOD) L — — — --I L _ _ _I SLOPE L _ — _ J (' I I II: l3 ` ,8 'v a 3 1 2"X 18" Lca U. .V.L. 00 Cl 3 � J tl, b'- 10' 6 10 -7 1/21 V L 6 • 1 1 3/4 a 10" ,..a FROM CENTER OF ROOM „ ' „' o '- 10" �12'-311/2" 12'-31/2" � iv I � 0 51/4"X9 " L.L.V.L. O m '-2 9 1/2 2 -9 1/2 E- Z — °- v> n LAN ING :1 I I \ 1 W N N 1`� FLOOR & FRAMING 3 1/2' 3 1%2" 6'-3" u. in . 10" 4'• 10" 2'-7 1 d" ter- } ` `I 2, X N% It_._ PLANS t01 1u u a M � ul o � ^ I FAMILY RM. o DRY-LAID PATIO (PER OWNER) :Z I C.H. 12'-]1" o o �, I (TRAY CEILING) b D ;�I a UNCOVERED DECK D ED ARC i :z i W zI � s.�G�TF� O = CA 1 O } * �r L-0 I ui� I I I cv I I cY ST 02 M �TFOF N C — C 25'-6" ld'-0" 21'-9" 25'-6" 18'-b" 7'• 10" el NOTE: ALL DIMENSIONS ARE TO FRAME WALLS U.NO. (W.F.) PROJECT NO.: FI-25-1 TYPICAL WALL CONSTR2UCTION: (SEE SECTION DETAILS FOR MORE NOTES AND SPECIFICATIONS) HARDI-PLANK "CLAPBOAkRD"SIDING (EXPOSURE PER OWNER)OVER "HYDRO GAP"W.R.M. B BUILDING WRAP OVER 11/2"ZIP SYSTEM "GREEN BOARD" OSB WALL SHEATHING (TAPE ALL SEAMS) DRAWING BY: JP,GA,BL (FASTENED PER CODE AND MANUF.) ON 2" X 6" @ 16"O.C.STUD WALL FRAME- TYPICAL HEADER (3)2" W 10"W/ 1/2" PLY.WD.SPACERS U.N.O. ON PLANS CHK BY: GA INSTALL HURRICANE TIESS(SIMPSON MODEL# H2.5A)AT ALL RAFTER CONNECTIONS TO TOP PLATE DWG NO.: (TYP.) A A 02 *00 PROPOSED FIRST FLOOR PLAW(SECOND FLOOR FRAMING SHOWN) A SCALE: 1/4'= 1'-9' T 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I 9 10 11 12 13 14 1 1 3 4 5 6 8 . ;:x WESKETCH i M ARCHITECTURE, INC. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 TEL : 908 . 647 . 8200 FAX : 908 . 626 . 9197 EMAIL : INFO @ WESKETCH.COM # ISSUE DATE 1 FOR PERMIT APPLICATION 10 DEC 202� 4 ! i K K 4 # REVISION DATE -304.0 i PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 i It 4 1 n , u ' " , n 2'-41 4" 2'-6"' 2'-8" 2'-41 41' , , BED #4 BED #5 10'-01/4 ih 10'-01/4" 5'- 1" 5'-0"WALL HT. ~ S-0" WALL HT. . I CLOS. CLOS. LG. � (SLOPED G. SLOPED CLG. H ZoI H e b 2'-4 1/2" 2'-4 1/2° \ RECEIVE® N L► � v 2970 �- O C T 2 3 2025 2870 ' H OP MANUP. MANUP.## JAMB GRILLE PATTERN GLASS TYPE REMARKS N am- I ENING W x H TYPE SIZE f BOOKSHELF CITY. ROUG 2 2'.63 4 X 2 -63 4 ROUND 26 3'-31/2" 7NA n , n " ++ 1 3'-03 4" X 3'-03 4" ROUND 30" 31 - 1 3 2'.5" X 2'-3 3 4" AWNING 2423 MARVIN ELEVATE ELAWN2927 4-9 16 2 0 CUSTOM INTERIOR WINDOW IN _\ pN ��••••�� v —fir Q ' 1 2'-7" X 2'-0 1/2" TRANSOM-WINDOW 2624 (BY OWNER) 4.9/1 b 0/0 , —`- `-_`"_ . `"`" ..' " ., ""_." `_ _ _" " "_ __ _..�_ — —�'_ �- `�`� I..fT LL�� 2ND FLOOR BATHROOM `�1 S Z @ 7T/4 �_I�10 2'-7" X 4'-0 1 2" DOUBLE HUNG 2640 MARVIN ELEVATE ELDH3048 <varies> 2 0 O ❑ "'k to # �� G 3 2'-9" X 5'-4 i 2" DOUBLE HUNG 2854 MARVIN ELEVATE ELDH3264 6.9 1 b 1 0 z _ _ ❑ _ _ _ _ _ _ _ _ ____ _ _FLAT UPPER CLG. _ _ — _ — — z0ATE 2 2'-10" X 2'.7 1 2" CASEMENT 2927 MARVIN ELEVATE ELCA3331 6-9 16 2 0 ❑ ❑ (CLG. HT. = T V- 9 1/2") 1 2'- 10" X 3'-7 3 4" CASEMENT 2937 MARVIN ELEVATE ELCA3343 6-9 1 b 2 2 4 2'. 10" X 4'-7 1 2" CASEMENT 2947 MARVIN ELEVATE ELCA3355 6-9 16 2 2 3 2'. 10" X 5'-3 1 2" CASEMENT 2953 MARVIN ELEVATE ELCA3363 6-9 16 2 2 3 3'•2" X 2'•7 1 2" CASEMENT 3127 MARVIN ELEVATE ELCA3731 4-9 16 2 0 2620 FIXED DECORATIVE 4 3'-1" X 3'-7 1 2" CASEMENT 3137 MARVIN ELEVATE ELCA3743 6.9 16 2 2 TRANSOM(BY OWNER) REC. ROOM p CENTER OVER TOILET PROJECT: i 12 3'-2" X .5'-3 1 2" CASEMENT 3153 MARVIN ELEVATE ELCA3763 <varies> 2 2 4 3'•7" X V-4 1 2" DOUBLE HUNG 3654 MARVIN ELEVATE ELDH4264 6-4 16 i 0 _9'- 10 1/2" T ——————— ——— ———— . _ __ ——— ! 1 6'- 1" X 31.7 3 4" PICTURE-CASEMENT 6037 MARVIN ELEVATE ELCAP3343 6-9 16 0 0 ' — — 2 2'- 1" X 2'- 11 3 4" AWNING 20211 MARVIN ELEVATE ELAWN2535 6.9 16 2 2 i� _ DASHED LINE DENOTES 8'CEILING CLIP .DEMO/ NEW DWELLING 4 2'-6" X 3'- 11 1 2" CASEMENT 25311 MARVIN ELEVATE ELCA2947 4-9 16 2 2 :t o ! 2 3'- 1" X 2'- 11 3 -0" AWNING 30211 MARVIN ELEVATE ELAWN3735 6-9 16 2 2 '$ BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT 1 I "'62 BATH #4 a I �, 3549 CLA GRAND TOTA Y POINT RD.FISHERS(BLAND,NY 06390 L, v y CLG. CLIP N _t ----- 1 1 FLOOR & FRAMING 1 3 I/2" 1 770 1670 6070 _ PLANS 3'• t 1" CENTER OVER 01 DOOR BELOW NOTE. RAILING TO CONNECT TO ROOF SLOPE o UNCOVERED DECK D AR ED AR I D { ! ! 0267fi �TF OF N I C C PROJECT NO.: FI-25- 1 I B DRAWING BY: JP,GA,BL CHK BY: GA DWG NO.: A, A Am Jim oJnloo SCHEDULES PROPOSED SECOND FLOOR PLAN A-� SCALE: NTS A SCALE: 1/4'= 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I i 1 2 4 3 5 6 8 9 10 11 12 13 14 15 b. .r J WESKETCH 4 M -304.o ARCHITECTURE, INC. o�r--- r' --- -- -- - ----- -"'---- -- - ----- --- = 1942 LONG HILL ROAD, MILLINGTON, NJ07946 • I TEL : 908 . 647 . 8200 FAX : 908 . 626 . 9197 I ♦ o EMAIL : INFO @ WESKETCH.COM CIA 'o # ISSUE DATE -304.0 i i FOR PERMIT APPLICATION 10 DEC 2024 ,n xi v: NI I w I cxO I � = I RAFTERS- RAFTERS- I O . - N 1 3 Q"X 14" I.V.L.O I w 2"X 10" @ 16"O.C. 2" X 10"@ 16"O.C. I N `o a I I I a X I CLG.JST. OLLAR TIES- I I @ x I =2"X 8" 16"O.C. I I o N U Li K e a i r K o I SLOPES 8:12 I I �,+ O c^t SLOPE: 8:12 00 oI ® REVISION DATE _.—._.. .- —._... - - -- _ - ----.....—_.._. __. --......._ -- - - ------- .__.. _ . . — .. -- -- _ - ---- -- - -- 0 0 1 PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 x � I � lj N N r i 0 N LJ I _^ to coi d NOTE: g O � I I �►' @� "` INSTALL SIMPSON STRAP'TIES OVER - O G = U x RIDGE FASTENED TO RAFTTERS ON tJd o a .._.... . . I x M BOTH SIDES AT ALL RIDGE: _ 1 3/Q" X 14" L.V.L.t�V.l. I I N LOCATIONS (MODEL; LST�A36) `cxti i ► u f I w o to Cc I _ H I oa , 13a'x14 L.V.L. , U di I = CRICKET - RECEIVED 00 CHIMNEY TO x I x EXTEND EXIST.MASONRY EXTEND MIN. CHIMNEY&STEP FLASH I U 3-0 ASV. a ROOF CONNECTION H AT T CENTERLINE OF FOYER/LIVING ROOM BELOW I OCT 2 3 2025 I RIDGE 13'-; 3/4„ v �J d N ( ZONING BOARD OF APPEALS I o (A to N I , Lu 7 N I w GEEWD BY ZB p oo x I x I NLa J I I I,»,► I C D. -304.0 x' LG.JST./ OLLAR ITI . LG.JST. / OLLAR T1 - LG.JST./ OLLARTI -2" X 8" 16" O 2"X 8" 16" O.C. 2" X 8" 16"O.C. I RAFTERS- RAFTERS- RAF ERS- PROJECT: SLOPE: 8:12 I SLOPE: 8,12 „ „ - ,� „ - l, .....- ---.--.�..._^.._-. - ---.._.- i - - ---- ---._....._ -- ._ SOLID POST RIDGE TO BEAM DEMO/ NEW DWELLING CLG.JST. /COLLAR T E5,.- __ — —__ I F F I ` 2"x�° @ 16" O.C. ! I I BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT i I RAFTERS- RAFTERS- DOUBLE RAFTERS AT ALL DORMER ENDS (TYP.) I I - _p _. -�..._ — _————— ——-— 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 2"X 10" @ 16"O.C. ' 2"X 10"@ 16" OJC. I , -- _— ---- ------ - - I ( I I I lt 40 I FLOOR & FRAMING 'I I PLANS I SLOPE, 8s:12 SLOPE: 8:12 I I � • I . I i �� RAFTERZS- RAFTERS D 2 X 10 @ 116 O.C. 2 X 10 @ 16 O.C. I �ERED ARCy� D I L-- ---------- ---- -- -- --- - --- -- - -----j to cm 1011 , ' 026 O OF N � TYPICAL ROOF CONSTrRUCTION: C C GAF"TIMBERLINE"ULTRA HD SHINGLES ON 5/8" ZIP SYSTEM"RED BOARD" OSB ROOF SHEATHING (TAPE ALL SEAMS)(FASTrENED PER CODE AND MANUF.)ON 2"X 10" @ 16" O.C. RAFTERS W/2"X 8" @ 16"O.C.CLG.JSTS.//COLLAR TIES SET AT MAX. 2'-6"ABOVE WALL PLATE- INSTALL ICE&WATER SHIELD FROM ROOF EDGE UP TO MIN. 2'-0" PAST INTERIOR WALL FACE OR CONTINUOUS ON ENTIRE ROOF FOR SLOPES>4//12 s ALL RAFTER ENDS AT PL)ATETO BE ATTACHED WITH HURRICANE TIES PER CODE (TYP.)(SIMPSON MDL. #H2.5A) PROJECT NO.: FI-25-1 INSTALL STORM RESISTAkNT CONTINUOUS RIDGE VENTS (TYP.) LEAVE MIN. 3" PLY.WD. GAP (AIR B CHANNEL)AT RIDGE-IN(STALL 2 " X 12" RIDGE BD.AND FASTEN ALL RAFTERS AT RIDGE W/36" DRAWING BY: JP,GA,BL SIMPSON STRAP TIES CEENTERED ON RIDGE AND EXTENDING DOWN OPP. RAFTERS (MODEL# MSTA36) CHK BY: GA DWG NO.: A An 104000 PROPOSED ROOF FRAMING PILAN Ad SCALE: 1/4' = 1'-0" 1 2 3 4 5 6 7 8 Q 10 11 12 13 14 . 15 ads= too ........... MW 4 111'a. � Rl�1 V. v 1. 191 il) 0j", I- aR UVV4 ir,,.Iill7r,.,qt�iftla*,I��IltailI W M. , 1 401 N 51 FlAt CAM.', 513 1c, A M,11'h 1`5 i MR.iMMi i 11 N W IN l'i` [1 11 fit 17 MUMUT 14*11 '"1111-51M 05 # ISSUE DATE If Ic 41 fm vam 1-0011I, g ;4� V U, I I'M 140MM411VI rMl." "MITO VR '! p 7p AME"Eit FOR PERMIT APPLICATION g� up r, g-110 lllult454�-N W1111 i�-MuNj lint Sri M.0 it is tm Awl 4 pm OMOWIFM7, ,g v wp 9.Z AA zal—la;f III I I T=;iZi 1=41111 Ell RA F94 I f, ffilill. Zlzl .11 U mul .-R, - jgov I L 4 qmm,". ju , 7 M7 hli�`i;� 11RUNIPM."11111; !1;-mrrxR! �ffil It gr.vp "I 11%M&P,M11"A IR lel )5M Mil Im I 1�" 1 111 MINE EM I'M I Nil 51; IV g , , I M a"'IFF" Ma 4"Iff 511,111MB!".1 .3 gm:Nwolu'.7.1"K 1;1�'�, 1?11 FIRM 44 r A 14 W", MW Mr,11MIZO M 7�i-7aft"mtv��'g; 01F 'No I MMIM. ZMMIr M .1, m almn m MEN 'E'll ;gg Ly X.a" .71 1 1i I "i" ,'eupl- :(,4 1�� ­=ZMA",Z_M 11 , '"',Ill MMFIN 1,12615, 1=141100 r112% REVISION DATE g.I pum-mm gr if # 91311111I.E"i M "'11 'a , , P. M4.744i ITYMMIMM I 1WEV �111 NNT�1.MUMURA MMMEZ. I V� .m IPAL REVIEW(PROJECT TITL Mi% Ml a H E) ii'm 11, of H M211=C1.11i If,RN mm��.klgvi a v MEN, M a avuM Fr tiso. 'Immm tr—' -po, ---p—N, m L gp NAM,( E �M M ME,J, Ell M P A ��T r i,FL7, rt4 F.",Hill If RECEIVED M M., 1xv, '14 1 Imi'i trim il , e - "- 'i..1�' 'br, '010 i !,1125 1. ""M 113,110 Ell Is I IN I 711,10.1111,1011 -f IN, - INK MUK NT -As"sy R, M.10:1 'IE i. 1H `002�,,,Miil 'F�,gy-1 111i MIR .1,11k I I M I III, Rill, 10111 A I Nwl-I I'M- !4. 1!. OCT 2 3 2025 API OF APPEALS FINNUM REVIEWED BY ZBA 'D6 DECISION# - . , S ------ _DATED: ---------- Irab-I.M.M.M., IMEM lot w-if pgff zwg lea i�, M` r 5 M IV na J. if OCR,- r.vv Ta ri En"IF90-21 NOS-* 1.M-1 WN oil 14 gs , _alir Jim 'i LO va.! RIMI&A, A 1.1iff .1 va almi, . I ` 11 It MIUM111 TO I Mall HA �u all T me glarm YM 'RiMilglacIlL i lxr,-.n va iagg VIVO laul,i -g I a - Ill T M! 1;-ell Iii'l E) q a Mra i- NT @n�MMM IV M, ""ifi 'M''51""217 _111121 "I x", fri, a lilt %� 1'., I, if 111" 1 Ell 1. Im A 1 01.0 1 1 ERM ii'l IM MEVI MIME I M.&I 3M, t gm TIV raNli ila..., ilR p!I SM WrIMPM IF aq,ININV!M1111 'gijaghm Im fill a vgl?, Eli WIN V "IM ,L 10 HIM, M T R K." go gy", rMSE '10 @ t� N, jygy..I Val D , 5, 7i NN U111,7 MA112M Mr, UQ?:i;gdpp�- A-. XMI im I�i, ',1 1-1; !r 6 0 J;vq�; f Ilk 44 ILI Im _17i g�� PROJECT NO.: F1 25 1 F� DRAWING BY: A GA,BL M. ff All DIV ZU CHK BY: GA gfp 4,111!; -is.r 1Aj, ",kill ggg; Igg rim Nil mid 4 "7111 ri,119.5 2 1� 1101 �1 pl�, "'i MN 111E IMIF M,I Mi. NEW 371, M7 11 olm DWG NO.: N TA v ouu 'lie i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 y M WESKETCH ARCH ITECTU REJNC. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 TEL : 908 , 647 . 8200 FAX : 908 . 626 , 9197 EMAIL : INFO @'WESKETCH.COM # ISSUE DATE 1 FOR PERMIT APPLICATION 10 DEC 2024 TIMBERLINE SHINGLES ELCA3331 FIXED STANDING SEAM PTD- _.•_ . ALUM, ROOF ON SHED DORMER a „ ,� "r .; !K K :{ ELAWN2535 #' REVISION DATE ELCA3363 ELCA3363` ELCA3363 •• — 1 PER MUNICIPAL REVIEW IPROJECT AT1E) 28 SEPT 2025 ` t LEFT FIXED RIGHT a 1 HARDI-PLANK "CLAPBOARD"SIDING (5" EXPOSURE) (SMOOTH) 6 "BORAL" COMPOSITE FASCIA,RAKE,AND TRIM _ BIDS. MARVIN "ELEVATE" SERIES EtCA3743 ELCA3743 ELCA3343 LEFT ELCAP3343 RIGHT FIXED WINDOWS AND PATIO CA3763 t. ELCA3763 ELDH4264 ELpy4264 ILDH4264 ELDH42b4 DOORS(PER PLAN) 1 FIXED — = HH Ima k § h f 6" X 12"TRIM BLOCKS FOR LIGHTS WHERE SHOWN ' ', n d r .,, RECEIVED Iff !l OCT 2 3 23?5 F:TNAL- AP G G DECISION# DA PROPOSED SOUTH (SIDE) ELEVATION SCALE: 1•(4'= 1'-0" PROJECT: DEMO/ NEW DWELLING BLOCK/LOT:1000,SECTION 7,BLOCK 2,LOT I 3549 CLAY POINT RD,FISHERS ISLAND,NY 06390 Et�;FIXED � ELEVATIONS STANDING SEAM PTD= ALUM. ROOF ON SHED CRICKET —y DORMER a r. «a t FEE— —ELAWN2535 7 h TIMBERLINE SHINGLES f u ' il; i Q • Qt RED AR CAI,T t r a e "BORAL" COMPOSITE FASCIA, RAKE,AND TRIM BDS. ST 0287 ° r, OF N 20 ELDH3048 ELCA2947 ELCA2947 ELCA2947 ELCA2947 !, MARVIN "ELEVATE" SERIES C LEFT I ( ILl LEFT RIGHT I EL^ ELCA3763 WINDOWS AND PATIO ELAWN2927 LEFT RIGHr DOORS (PER PLAN) (EGRESS) (EGRESS) $ HARDI-PLANK "CLAPBOARD"SIDING(5" EXPOSURE) (SMOOTH) PROJECT NO: FI-25-1 DRAWING BY: JP,GA,BL CHK BY: GA DWG NO.: A A A 2e 00 PROPOSED NORTH (SIDE) ELIEVATION Ad SCALE: 1,14'= 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 I I 1 , 2 3 4 5 6 7 8 9 10 11 12 13 14 15 f • CONTINUOUS"STORM RESISTANT" WESKETCHRIDGE VENT TO BE INSTALLED M mp) M 3 1/2"X 16" RIDGE BM.- INSTALL ARCHITECTURE, 'INC. SIMPSON STRAP TIE(LSTA36) OVER RIDGE AT FA. RAFTER 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 CONNECTION (TYP.) TRIM WRAP BEAM FINISH TEL : 908 , 647 . 8200 FAX : 908 , 626 . 9197 (PER OWNER)(TYP.) EMAIL : INFO @ WESKETCH.COM # ISSUE DATE TYPICAL ROOF CONSTRUCTION: L GAF"TIMBERLINE"SHINGLES 1 FOR PERMIT APPLICATION 10 DEC 2024 (COLOR PER OWNER)ON 5/8" INSTALL ALUM. FLASHING MIN. 8" ZIP SYSTEM "RED BOARD"OSB ABOVE ROOF EDGE SET IN MASTIC ROOF SHEATHING(TAPE ALL AT THE INTERSECTION OF THE EXIST. SEAMS)W/ (FASTENED PER CODE WALL AND NEW PORCH ROOF AND MANUF.SPECIFICATIONS)ON 2"X 10"@ 16"O.C. RAFTERS W/ FASTEN END 2"X 10" RAFTER AT WALL 2"X 8"@ 16"O.C. CLG.JSTS./ CONNECTION WITH (2) ROWS OF "LEDGER LOCKS"X 5" LONG @ 16"O.C. COLLAR TIES TYPICAL ROOF CONSTRUCTION: 12 ICE&WATER SHIELD TO EXTEND GAF "TIMBERLINE" SHINGLES FROM ROOF EDGE UP MIN. 2'-0" K K (COLOR PER OWNER)ON 5/8" 8 PAST INSIDE OF WALL PLANE- „ (TO COVER ENTIRE ROOF FOR REVISION DATE ZIP SYSTEM RED BOARD OSB INSULATE ALL FLAT CLGS.TO SLOPES LESS THAT 4/12)(TYP.) AS ROOF SHEATHING (TAPE ALL . R-49,SLOPED CLGS.TO MIN. SEAMS)W/ (FASTENED PER CODE MIN PTD.ALUM. DR1,P EDGE TO BE AND MANUF. SPECIFICATIONS)ON R-38(TYP-) INSTALLED ALONG ALL EDGES 1 PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 2"X 10"@ 16"O.C. RAFTERS W/ 2"X 8"@ 16"O.C. COLLAR TIES-SET (TYP,) 12 2"X 8"@ 16"O.C.CLG.JSTS./ AT MAX. 2'-6"ABV.WALL TOP PL. (TYP.) ALL RAFTER ENDS AT PLATE 8 COLLAR TIES FOR TRAY CEILING AREAS- TO BE ATTACHED WITH MATCH ////"'-- FASTEN COLLAR TIES (CLG.JSTS.)TO HURRICANE TIES PER CODE(TYP.) EXIST. ICE&WATER SHIELD TO EXTEND RAFTERS W/ MIN. (6) 16D NAILS EA. SIDE(TYP.) (SIMPSON MDL.#H2.5A) FROM ROOF EDGE UP MIN. 2'-0" NOTE: PTD. 1"X P PAST INSIDE OF WALL PLANE- 6"ALUM. HALF ROUND GUTTERS CLG.TO FOLLOW L . 5L (TO COVER ENTIRE ROOF FOR TYPICAL HEADER: (3)2"X 10"W/ 1/2" PLY. W/4"ROUND LEADERS{TYP.) J IN MAIN GABLE A FA SLOPES LESS THAT 4/12)(TYP.) WD. SPACERS U.N.O. ON PLANS .�+ 5/4"X 6"COMP. FASCIA BD.W/ PTD. ALUM. DRIP EDGE TO BE r-+ „ INSTALLED ALONG ALL EDGES _- 3/4 X I2 COMP. SOFFIT NOTE: ALL HEADERS,JOISTS, AND RECESSED UP MIN. 1/4"FROM 2"X 8"@ 16"O.C. (TYP.) BOTTOM EDGE OF FASCIA- CLG.JSTS. (TYP.) BEARING(TYP.)HAVE MIN. 3" _ I INSTALL"COR-A-VENT"CONT. PTD. 1"X 6"SHIP P CLG. ..--__ 6"ALUM. HALF ROUND GUTTERS z 'd-' SOFFIT VENTING,WHITE(1'YP.)- ...--•---.._...__,.._ W/ 4"ROUND LEADERS (TYP.) ., " " a BORAL COMPOSI ETRIM PTD. COMPOSITE 5/4 X 6 WRAPPED BEAMS- SET BM. FASCIA W/ PTD. 1 X SOFFITS AND Z COMP. BED MOLDING OVER WIDTH TO ALIGN / COLUMN CONTNNOUS COR-A-VENT SOFFIT FAMILY ROOM ADDITION 5/4"X 6" FRIEZE$D. (TYP.) WIDTH(TYP.)- VENTS(WHITE)(TYP.) INSTALL 1"X 3"TRIM BD. O MARVIN 'ELEVATE'SERIES WINDOWS H (ALT.- 3"CROWN)AT TOP OF _ ALL RAFTER ENDS AT PLATE TO BE a0 C? O AND PATIO DOORS PER PLANS (TYP.) H BEAM/ CLG. CONNECTION- ATTACHED WITH HURRICANE TIES NOTE: E-� U � Ifitl_Cf=TVE() BOTH SIDES GYP.) - PER CODE(TYP.) O TYPICAL WALL CONSTRUCTION: w ALL STRUCTURAL H (51MPSON MDL.#H2.5A) STRUCTURAL GRADE#2 OR BETTER H O �, T•-, HARDI-PLANK CLAPBOARD SIDING NOTE:ALL HEADERS,JOISTS,AND O O Q a (EXPOSURE PER OWNER)OVER OCT 2 3 2025 RAFTERS TO HAVE MIN. 3" Oa E-+ a' HYDRO-GAP W.R.B. DRAINAGE W 4r O O MEMBRANE HOUSEWRAP ON 1/2" CDX W BEARING MP.) `'" SHEATHING (FASTENED PER CODE EXIST. COVERED PATIO/ ' R; COMPLIANCE) OVER 2"X 6"@ 16"O.C. OF APPEALS HOUSE PORCH ADDITION FIBERCAST OR TRIM WRAPPED COLUMNS - - STUD FRAME= 16"O.C.STUD WALL W/ 6"X 6"P.T.STRUCTURAL INSERT POS'1 ;, I FRAME- INSULATE TO MIN. R-21 AND R9°~ ' I E vki E D BY Z BA W/ SIMPSON POST BASE&CAP ANCHORS 9 '�' `^ INSTALL 1/2"GYP. BD. INTERIOR FINISH c� U SCREEN PANELS: TO BE(2) LAYERS OF 00 �° `� (TYP.) G DECISION* G 5/4"X 4"CEDAR FRAME AND CENTER 3/4 HARDWOOD FLOORING-(TO MATCH RAILS W/ S/4"X 6"BASE RAILS MOUNTED EXISTING) OVER 3/4 PLYWOOD SUBFLOOR- PLATE EDGE 2 X 10 SOLID BLOCKING BETWEEN L.�5T1- . �o�� I� TO COLUMNS W/ COLUMN TRIM CUT GLUE AND SCREW(1 5/8" LG.)@ 12"O.C. JOISTS AT P.T. 2"X 4"PLA p a0 AND WRAPPED TO SCREEN RAIL FACE- LISTS. FULL BEARING)(TYP.) TO BE FASTENED BETWEEN FOR TILE FINISH FLOORING- i V INSTALL TILE(SELECTED BY OWNERS) INSTALL 2 X 6 P.T.SILL PLATE& O x THE(2) FRAMES WITH THE INNER FRAME IN VERSA-BOND FORTIFIED THIN SET TERMITE SHIELD OVER POLYSTYRENE SCREWED TO THE OUTER FRAME(TO BE MORTAR ON 1/2"CEMENT BOARD SET O E-i SILL SEALER- FASTEN TO FDN.WALL O ABLE TO DISASSEMBLE FOR REPAIRS) ON THIN SET BED AND SCREW FASTENED r W/ 1/2"X 16"LG.ANCHOR BOLTS/OR PROJECT: w TO 3/4"PLYWOOD SUB-FLOOR(TYP.) \-a COMP. STRAPS @FDN. FILLED CORES (MAX. 4'-0"O.C.)W/ MIN. 12"EMBED- ' N NOTE: MENT AND WITHIN 12"OF PL. ENDS DEMO/ NEW DWELLING ' ALL STRUCTURAL LUMBER TO BE -�' STRUCTURAL GRADE#2 OR BETTER- (TYP.) • + ALL LUMBER IN CONTACT WITH F.F. ELEV.- 40.65' (ALIGN WITH EXISTING) INSTALL FLASHING MIN 8"UNDER F BLOCK/LOT: 1000,SECTION 7,BLOCK 2, LOT 1 MASONRY TO BE TREATED MP.) SIDING AND BEND DRIP EDGE AT 3549 CLAY POINT RD,FISHERS ISLAND,NY 06390 FLOOR J015 - 2"X 12"@ 1 " O.C. TOP OF BLOCK WALL(TYP.) BLUESTONE FINISH MORTAR SET W/ (1) ROWF SOLID BRIDG - ICE&WATER SHIELD CONTINUOUS 24"WIDE `+ ON CONC. SLAB(FINISH AND ALIGN FLO S (TYP.) FOUNDATION WALL CONSTRUCTION: PATTERN TO BE SELECTED MEMBRANE TO EXTEND BY OWNER) 1/2"CEMENT PARGE W/TUFF-N-DRI FROM FDN.WALL TO INS ALL RIGID INSULATION (OR SPRAY FOAM) WATERPROOFING MEMBRANE SYSTEM ABOVE EF 21 ATE F�_t-. INSTALL SIMPSON POST BASE (MI , R-13) PERMANENTLY FASTENED TO FROM FOOTING TO GRADE APPLIED 5 4: $ CONNECTORS (MODEL#ABA66-Z) EXISTING FLOOR JSTS.- AS NRY WALL PERIMETER AND INSULATE TO MIN. 8"CMU BLOCK WALL- �4 a EPDXY ANCHORED TO FND. (TYP.) R SYSTEM BOX PLATE CAVITY(TYP.) GROUT BLOCK CORES SOLID AND 2"X 10"@ 16"O.C. a a. vvvvvv vvvvvvvvvvvvv a IN5TALLVERT. REINF. (1)#5 REBAR@ SECTION DETAILS vvvvvvv v v v v v v v v v v vvv CONNECT LEADERS TO ESTABLISHED CRAWL SPACE 48"O.C.AND AT ALL CORNERS AND vvvvvvvvv - — vvv GRADE/ PATIO _ E a. v v v v v SEEPAGE AREA OR DAYLIGHT(TYP.)- MECHANICALLY CONDITIONED) o BEARING PTS., DRILL AND EPDXY SET vv Yt COORDINATE W/ STORMWATER TO FTC. (MIN. 6"EMBED)(TYP.)- n�' ^I I ! I I 1=III=1 1�! v v vv _ MANAGEMENT PLANS' _ INSTALL HORIZONTAL vv I (_) I=1 I I I I 1=) I I� NON-STRUCTURAL VENEER STONE M j: I:FROM FDN. REINFORCING AT EVERY OTHER WALL HAUNCH SLAB AND DOWEL _ WALL(7Yp, _ _ _ FINISH (COLOR PER OWNER) MORTAR W. 3 CONCRETE SLAB{3500# P51) I Ir i 1 (—I i I—t i COURSE(TYP.) vvv vvvv _ _- v v v v v v v TO EXISTING FDN.WALL �I I II I I--' — —_ '' _ _ _ —_—I� I I-i I=III (�-III=i I (= SET ON 2.5#GALV.WIRE MESH ON JA4'W/#4 REBAR @ 16' O.C., _ _ ONC. OVER 6 MIL.VAPOR BARRIEREXPOSED FDN.WALL ABV. GRADEMIN. 4 -6 EMBEDDED 1N WALL— N 4"COMP. CRUSHED STONE _I I_L I_ 1=1 = = = I i-I J=1 11=1 I i-1 I 1-=1 1=1 11 t' 1�1=I�I=I�I 8�CMUABLOCK WALL WN6'�TURNI UP � 4" LEADER DRAIN — 4"CONC. SLAB- (4000#PSI) OLYSTYRENE EXPANSION JT. 1 I I_I I(y CONCRETE W/ 6 X 6 GRID _ =l I I—I 4 III—I 1 I. BLOCK AT WALL CAP MP.)- FILL AND SEALANT TO BE INSTALLED I=�— 1 1 J!! #10 X#10 W.W.M:OVER MIN. - [ ��r EfWE£N SLAB AND BLOCK ' ' f FILTER MEMBRANE W/ 4" PERFORATED 4"CRUSHED STONE TO GRADE- -1 I=� I I-I (_� CORES SOLID WITH CONC.& REINF. 1=III=I f 1=) I= PIPE PERIMETER DRAIN IN CRUSHED i 11= (1 1=1 I 1=1 I=I I =III- W/#4 REBAR @ 48"O.C.AND AT ALL p _ SLAB HAUNCHED AT PERIMETER — — STONE BASE-SLOPE DRAIN AROUND CD A TO 8"THICK- CORNERS AND BEARING PT5.(TYP.)- �. •• .:: PERIMETER @ 1/4"PER FT.- DRAIN TO a �Ciy ---111 =I I=1 I I I I 1=111=_l HORIZONTAL DUR-O-WALL �:..'+', ,,...�, ; i :,. .• ';' .4 . `�,'.;, : 1— _ PITCH SLAB AWAY FROM HOUSE +_ DRYWELL(PER SITE PLAN)OR DAYLIGHT ��`� �.S, /�,� T� @ MIN. 1/8"PER FOOT ( 1 REINFORCING AT EVERY OTHER vvvvvvvvvoovvaovvvvvvvvvvvvvvv0000vvovvov000vvvvoarsrvvv vrs .q+ •• �.. �: r, 1 I �/,C (1A vvvvvvvvvvvavvvvvvovvvvvoovovvvvvavvvvvovvvovvvvvovvvvvvv vvv �, :' . '•, ' -I _ COURSE vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvnvvvvvvvvvvvvvvvvvvvvvvvv vvv : 1 " " -1-I— �', ,• MIN. 2-0 W X 12 TW. REINFORCED �� y 11 EXISTING FOUNDATION, —III 1'-B"W X 12"TH. REINFORCED ` CONC.STRIP FOOTING (MIN. 3500 PSI) 2 �—1 . '— -- 1 ;r• ;• • I I TO BE MIN. 3'-0"BELOW GRADE ON y ` CJ CONC. STRIP FOOTING TO BE MIN. FOOTING,AND SLAB III „ ,a o I I �-+ 3'-0" $FLOW GRADE ON VIRGIN NOTE: STEP FOUNDATION WALL IF REQ'D TO `' I I +�•.:. ' : SOLID BEARING SOIL- I I I=� BEARING SOIL- MAINTAIN MIN. 3-0 DEPTH BELOW GRADE MIN, (REINF.TO BE(3)CONT.#5 REBAR i „ SOIL- (REINF.TO BE(2)CONT.#4 REBAR @ 3"FROM BOTTOM OF FTG.) "FROM BOTTOM OF FTG. 2'-0° S'Tgr OF N 1 ,.8 @ 3 ) FOF N C C PROJECT NO: FI-25-1 B B DRAWING BY: JP,GA,BL CHK BY: GA DWG NO.: 11,0 A A A ® 04 0e PORCH SECTION FAMILY ROOM SECTION A SCALE: 1 4'= 1'4' SCALE: 1/4' = 1'4' 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 i 111777,777 1 2 4 5 6 7 8 9 10 11 12 13 14 15 3 k °Y ' s M WESKETCH M . ARCHITECTURE, INC. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 TEL : 908 . 647 . 8200 FAX : 908 , 626 , 9197 EMAIL : INFO @ WESKETCH,COM # ISSUE DATE TYPICAL ROOF CONSTRUCTION: GAF"TIMBERLINE"SHINGLES L 1 FOR PERMIT APPLICATION 10 DEC 2024 L (COLOR PER OWNER)ON 5/8" — ZIP SYSTEM"RED BOARD"OSB ROOF SHEATHING(TAPE ALL SEAMS)W/ (FASTENED PER CODE AND MANUF. SPECIFICATIONS)ON 2"X 10"@ 16"O.C. RAFTERS W/ 2"X 8"@ 16"O.C. CLG.JSTS./ COLLAR TIES 12 ICE&WATER SHIELD TO EXTEND FROM ROOF EDGE UP MIN. 2'-0" 8 PAST INSIDE OF WALL PLANE- K K (CO COVER ENTIRE ROOF FOR INSULATE ALL FLAT CLGS.TO SLOPES LESS THAT 4/12) (TYP.) ®. REVISION DATE MIN. R-49, SLOPED CLGS.TO MIN. PTD.ALUM. DRIP EDGE TO BE R-38(TYP.) INSTALLED ALONG ALL EDGES (TYP,) I PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 00 01 S- EY A ER A E`R� IE ALL RAFTER ENDS AT PLATE X "@ 6" C. AS N 00 Ol / TO BE ATTACHED WITH j C IE 0 / MI (6 6 HURRICANE TIES PER CODE(TYP.) NA� E 51 ) (SIMPSON MDL.#H2.5A) — 6"ALUM. HALF ROUND GUTTERS i TYPICAL HEADER:(3) 2"X 10"W/ 1/2"PLY. W/ 4"ROUND LEADERS (TYP.) WD. SPACERS U.N.O.ON PLANS ,� 5/4"X 6"COMP. FASCIA BD.W/ J SOFFIT NOTE: ALL HEADERS,JOISTS,AND ! RECESSED U MIN. 1/4"1FROM RAFTERS TO HAVE MIN. 3" BOTTOM EDGE OF FASCIA- BEARING(TYP.) INSTALL"COR-A-VENT"CONT. SOFFIT VENTING, WHITE(TYP.)- COMP. BED MOLDING OVER ZO 5/4"X 6" FRIEZE BD. MP.) FAMILY ROOM ADDITION c14 H00 0 p Q MARVIN'ELEVATE'SERIES WINDOWS AND PATIO DOORS PER PLANS kTYP.)NOTE: 2 6 H i H ALL STRUCTURAL LUMBER TO BE 0 TYPICAL WALL CONSTRUCTION: Vb STRUCTURAL GRADE#2 OR BETTER 04 W HARDI-PLANK CLAPBOARD SIDING O O (EXPOSURE PER OWNER)OVER RECEIVE[) Op HYDRO-GAP W.R.B. DRAINAGE ki O MEMBRANE HOUSEWRAP ON 1/2 CDX d SHEATHING (FASTENED PER CODE OCT 2 3 2025 COMPLIANCE) OVER 2"X 6"@ 16"O.C. STUD FRAME- 16"O.C. STUD WALL I� Oq FRAME- INSULATE TO MIN. R-21 AND '""""�ARD" p PS 7INSTALL 1/2" GYP. BD, INTERIOR FINISH RVlEWER L BA `ryP' DrsON 3 / 3/4" HARDWOOD FLOORING-(10 MATCH D_�pZ G EXISTING)OVER 3/4"PLYWOOD SUBFLOOR- 2"X 10"SOLID BLOCKING BETWEEN _ GLUE AND SCREW(1 5/8"LG.)@ 12"O.C. JOISTS AT P.T. 2"X 4"PLATE EDGE TATED LISTS. FULL BEARING)(TYP.) h--- FOR TILE FINISH FLOORING- INSTALL 2"X 6" P.T.SILL PLATE& INSTALL TILE(SELECTED BY OWNERS) TERMITE SHIELD OVER POLYSTYRENE ' IN VERSA-BOND FORTIFIED THIN SET O SILL SEALER- FASTEN TO FDN, WALL MORTAR ON 1/2"CEMENT BOARD SET E ' I� x FLOOR JOISTS- 2"X 12" ON THIN SET BED AND SCREW FASTENED - W/ 1/2"X 16" I.G.ANCHOR BOLTS/ ORCOMP. STRAPS @ FDN. FILLED CORES PROJECT: @ 16"O.C.- TO 3/4"PLYWOOD SUB-FLOOR(TYP.) 1NST LL 2"X 12"BRIDGE \ (MAX. 4'-0"O.C.)W/ MIN. 12" EMBED- MENT AND WITHIN 12"OF PL. ENDS DEMO/ NEW DWELLING 61 BLOCKING BETWEEN JSTS:. OVERBEAM(TYP.) F.F. ELEV.= 40.65'(ALIGN WITH EXISTING) (TYP.)INSTALL FLASHING MIN 8"UNDER F SIDING AND BEND DRIP EDGE AT BLOCK/LOT:1000,SECTION 7,BLOCK 2,LOT I EX J S. 2" @ 6" s FLOOR JOIS -2"X 12"@ 1 "O.C. J W/ (1) ROW F SOLID BRIDG G- TOP OF BLOCK WALL GYP.) 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 A 1 ? -1 IN. I ) ALIGN FLO S (TYP.) A EXISTING 8 BLOCK FDN. 5 1/4"X 11 7/8"BEAM PER 1/2" GYP. BD. FINISH ON CLG. (TYP.) PLAN- FASTEN COLUMN WALL(TO REMAIN) TO BEAM W/ SIMPSON POST CAP CONNECTORS ' FOUEXISTING ATION WALL CONSTRUCTION- (MODEL#CCOS S.SO) �' 1/2"NCEMENT ARGE W/TUFF-N-DRI CRAWL (TYP.) INSTALL RIGID INSULATION(MIN. R-10)OR �' '• WATERPROOFING MEMBRANE SYSTEM BASEMENT SECTION SPACE --� TO MIN. 12""FROM ICMU BLOCK WALLNG TO GRADE �iED (MIN. R-13 FOR CAVITY WALL FRAME)- PERMANENTLY FASTENED TO MASONRY WALL GROUT BOCK CORES SOLID AND LEAVE MIN. 12" UNDISTURBED PERIMETER AND INSULATE FLOOR SYSTEM INSTALL VERT. REINF. (1)#5 REBAR @ SOIL FROM FACE OF EXISTING BOX PLATE CAVITY(TYP.) CORNERS FOUNDATION BEARING FITS., DRILL AND EPDXY SET 4"DIAM. STL. LALLY BASEMENT TO FTG. (MIN. 6" EMBED)(TYP.)- COLUMN W/ MIN. 6" (MECHANICALLY CONDITIONED) j, INSTALL HORIZONTAL DUR-O-WALL TOP BEARING PLATE- '� •,;4 FROM FDN. WALL(TYP.) REINFORCING AT EVERY OTHER 3'-011 COLUMN TO BE SITE •', % I —III COURSE(TYP.) INSTALL MIN. 2 1/2"CONC. FIT FOR HEIGHT Z. SLAB IN EXIST. CRAWL(7YP.) . _ _ III--III--III—I I I o ° .' III=i I ICI i 1=1 ��RED AR�y rvvv9 vvv0vvvvvvvrvvvvvv vvvvvvvvvvvvvvv vvavvvsvvvnvvvovvvvavvor vnvvoovovvvvvvv , '•�, ,�i 1 I (—III—I I(,-,—)I I Kxo v — vvvroaoavvvovvr :_l.:.—I ( I—I ( I— vvrovaovovvanoo —•1�I--III vvvv°vvvvvvavvvv Q' . 60 vnvvovovvavvvvv ``� •.1 III-----III—III^III _ ovvrvrrvvrrvvv �l 1=1 I ITlI 1=1 11-1 11-1 arnr aa a°aa na aa n°a.aa a°a°a TUFF-N-DRI WATERPROOFING SYSTEM * 1 y ovvavaraoov •'• , —^•—I I aanav I_.1 I_""._ivavaa V •' 'v,• avvvvvvov ',° � , 00 i I 1=i i 1=1 varravvva vvvvvor ICI I I--1 11=1 11=1 11=1 I I=1 I I-1 °°°°°°° ° ° _; I I 1-i I I—=I.�-1 I orvvvv s�-Q 02676D avrrr � • III—I 11 I =1 I I—"III-- I I—III—I vrr. :. III= I—III T OF N V. ' 12 5 4 H MONOLITHIC REINF. 1 FILTER MEMBRANE W/ 4"LEADER DRAIN CON . RETAINING WALL/ FDN. '2 III— I=I IN CRUSHED STONE-SLOPE DRAINS C C 4 'q (3,5 0 PSI)W/ INTEGRAL 6"TH. — j j I ! I I ( AND CONNECT TO DRYWELL AREAS 1=III=1 I 1=11 I==1 ( (=111=I ( I=III °• CAP O EXIST. STONE WALL —I (PER SITE PLAN) II I 1=1 I I— III=1 ( I—III=) (12" BV. BASE OFSTONE)- MIN. 3"CONCRETE SLAB(3500#PSI)CONC. �..: ;• 1 I 1=) 15111 I I i L !L REIN .W/ VERT.#5 REBAR @ 24 OVER 2 RIGID INSULATION AND 6 MIL.VAPOR 1 I=111=1 1 (-E�=1 I MI I 1=1I11=1 I I O.C. TIED TO(3) HORIZ.TIE BAR 6"X fi"X 3/8"TH. STL. BARRIER ON 4"COMP. CRUSHED STONE "' I I 1=1 1=111 f=1 I=111=11 I=1 1=1151 11•1 I @ 8' FROM TOP OF WALL, 6 BEARING PL.-ANCHOR POLYSTYRENE EXPANSION JT.AND SEALANT TO 1 i 1=1 LEE I LI-1 11-1=11 1=1 I (--111 FROf 4 BOTTOM AND CENTER W/ (4) 1/2"DIAM.X 6" BE INSTALLED BETWEEN SLAB AND BLOCK r,: I I I=,I�_I=( ( I—) ) 11-- MASONRY ANCHORS I 1=1 I I FILTER MEMBRANE W/ 4"PERFORATED 111=111=i�=111=1 1=1 1=�1=1 I I III=)I(=III— PIPE PERIMETER DRAIN IN CRUSHED PROJECT NO.: { _ FI.25.1 1=111-111--I 1 I=1 1 I—I 1 111-1 1—I I a e q .'' ' ' :• '' ". ' ' .;. STONE BASE-SLOPE DRAIN AROUND _ �vv a .'• 1. •.. •' �' f•. PERIMETER @ 1/4"PER FT.- DRAIN TO 1=I 11 111-=111=I I 1=1 I I=111 ov ° ovvvaarorarrvrorrrvrvrov a INST LL 3'-0"X T-0"X 112" .e DRYWELL(PER SITE PLAN)OR DAYLIGHT DRAWING BY: A GA,BL 11 vvvoa vvvovvovavrvovvvovavooav — q vvttvvvvty°vvvvovvovvvvvvovvovvovov°vovovvvavvovvavavv v°v •,' �•% MIN.TH. REINFORCED m NC. v v vaav v°v°v°v°a°v°v°v°v°v°v°v°v°v°v°v v vv°vv°vvvv vvvvvvv°vvv vvvvvv°vv°v° v°v°v° ° �' �' 1'. '_ " ., =111_I 11—III_._ I I I-111=1 11=1 11=11 = — p I C I ° (3,500 PSI) PIER FTG.- MIN. 2 0 W X 12 TH. REINFORCED CONC. STRIP FOOTING (MIN. 3500 PSI) — � — — � �� '`' .� a .� ° '. �.d ' •r . (REINF.TO BE(4)#4 REBAR I „• � '�' • ,� •.",r. �� CHK BY: GA _ — — _ — — ° a @ 3" FROM BOTTOM OF FFTG. TO BE MIN. 3' -0 BELOW GRADE ON EACH DIRECTION) NOTE: STEP FOUNDATION WALL IF RE 'D T LEI I '` '• M .:: " . SOLID BEARING SOIL- 3'-0" j L MAINTAIN MIN. T-0"DEPTH BELOW GRADE (REINF.TO BE(3) CONT.#5 REBAR M @ 3"FROM BOTTOM OF FTG.) DWG NO.: 2'-0" APOA 0. P4 A A AIM3 I Som m BASEMENT SECTION DETAIIL Ad SCALE:3/4"= 1'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I i i 3 8 9 10 11 12 13 14 i5 M WESKETCH M OPTIONAL NONSTRUCTURAL ARCHITECTURE, INC, FILLER PANEL CDX PLY.WD OR CONTINUE 1/2�� 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 MIN.24"WOOD STRUCTURAL TEL•: 908 . 647 , 8200 FAX : 908 . 626 . 9197 PANEL CORNER RETURN(1/2" CDX PLY.WD.SHEATHING) EMAIL : INFO @ WESKETCH.COM CONTINUOUS WOOD STRUCTURAL �--PANEL BRACED WALL LINE (1/2"CDX PLY.WD.SHEATHING) # ISSUE DATE SHEATHING FASTENED TO STUD FRAME 16d NAIL(3 1/2'X 0.131")@ + WALL WITH MIN.6d COMMON NAILS C 12"O.C.VERTICALLY 1 FOR PERMIT APPLICATION 10 DEC 2024 b"O.C.AT BRACED PANEL ENDS AND 12' -0—O.C.SPACING AT INTERMEDIATE FRAMING SUPPORTS-INSTALL SOLID BLOCKING BETWEEN STUD FRAME AT All GYPSUM WAIL BOARD INTERIOR PANEL SPLICES(TYP.) FINISH (3) 16d NAILS(3 1/2"X 0.1311') @ 16"O.C.ALONG BRACED WALL CONTINUOUS WOOD PANEL STRUCTURAL PANEL BRACED INSTALL SIMPSON STRAP TIES @ 48" WALL LINE(1/2"CDX PLY,WD. _ O.C.OVER SHEATHING AND AT SHEATHING) BRACED PANEL ENDS(TYP.) K K (MODEL#MSTA304) SHEATHING FASTENED TO STUD FRAME WALL WITH MIN,bd f ® REVISION DATE 1 3/4"X 11 7/8"NORDIC RFPI 90 COMMON NAILS @ 6"O.C.AT f @ 16"O.0 W/(1)ROW OF SOLID BRACED PANEL ENDS AND 12 BRIDGING FLOOR FRAMING W/ O.C.SPACING AT INTERMEDIATE i PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 CONT. 1 3/4"X 11 7/8" FRAMING SUPPORTS-INSTALL FIBERSTRONG RIM BD.(TYP.) SOLID BLOCKING BETWEEN STUD FRAME AT ALL PANEL SPLICES i I I INSTALL TREATED 2"X 6"SILL PL.ON (TYP.) POLYSTYRENE SILL SEALER- INSTALL 1/2"DIAM.X 16"LG.•F HOOK,HOT DIPPED GALV.ANCHOR BOLTS(MIN.4'-0"O.C.)MAX,12" FROM ALL PLATE ENDS AND AT ALL CORNERS(TYP.) ' H H BRACED FRAME DETAILS -� SCALE: 1 1/2"= 1'4" OCT 23 2025 NOTE: ALL LUMBER COMPONENTS OF THE DECK-JOISTS, BEAMS, STRINGERS, POSTS, DECKING,GUARDRAILS,AND FT NIA _ NIAPs BOAR,OF BALUSTERS MUST BE MINIMUM STRUCTURAL GRADE#2 SOUTHERN YELLOW PINE, PRESSURE TREATED TO.10 ACQ, OR.25 COPPER AZOLE(TYP.)- LUMBER IN CONTACT WITH THE GROUND IS TO BE LABELED FOR GROUND CONTACT G RE VJ E W E D BY fZ dAlEAL G J u ALL BOLTS, NAZIS,AND SCREWS ARE TO BE HOT- DIPPED GALVANIZED (MEETING ASTM A-153 STANDARDS)OR D FCTST O N# >All STAINLESS STEEL RAILING NOTE: MAXIMUM SPAN OF 6'-0"OF RAILING RUN BEFORE INTERMEDIATE SUPPORT POST IS REQUIRED(TYP.) > +� >4" INSTALL COMPOSITE 3/4"TRIM KKK AT PROJECT: DOOR- FLASHING TO WRAP OVER SILL @ OPENI 5/4"X "COM) ELLING INISTALL CONTINUOUS GRASPABLE HANDRAIL DEMO NEW DW DECKING (PER OW W11 H.D.G. RAIL BRACKETS(AT APPROX. 30"O.C.)- >4" FASTENWJOZ) 2O1%SITE#7 COATED TRIM NER}- I c \ RFIURN RAIL ENDS TO POSTS(TYP. F DECKING SCREWS PERJOIST-OR HIDDEN TMBERTECH COMPOSITE"RADIANCE" FASTENERS(PER OWNER)(TYP.) BLOCK/LOT;1000,SECTION 7,BLOCK 2,LOT 1 IR 3549 CLAY POINT RD,1=ISHERS ISLAND,NY Ob390 RAILING SYSTEM (SELECTED BY OWNER) INSTALL P:T.2"X 12 LEDGER BOARD MP,)- FASTEN POSTS TO FRAMING WJ (' (PER NOTE ABOVE) TIBNIBERTECH SECURE MOUNT POST KIT- a FANSTEN PER CODE AND MANUF. SPECS.- i N �? INISTALL SOLID 2X BLOCKING IN FRAMING INSTALL SIMPSON JOIST HANGERS 1 N /2 M ASS REQ'D FOR POST BASE MOUNTING `n AT LEDGER(TYP.)- �^ — SP E 21 5//4"X 6" iPE MAHOGANY DECKING- _ (MODEL#LUS210-Z), RATED FOR a (AkLT.- COMPOSITE-T.B.D. BY OWNER)- TREATED LUMBER a FMSTEN W/ (2) 2 1/4"#7 COATED TRIM s , II o _ DEECKING SCREWS PER JOIST M INSTALL P.T. 2"X 12" BLOCKING 2 5 DETAILS _ - BEHIND DECK RIM JOIST AT STAIR M P.T. (2) 2"X 10"@ 16" >6t1 STRINGER CONNECTION- NOTCH i >4 DECK JOISTS(TYP.) INISTALL 2 X 12 TREATED AROUND RIM JOIST AND EXTEND - HANDRAIL AND STAIR _ STTAIR STRINGERS @ MIN. 12 BALUSTERS/CONTINUOUS RAILL TO STRINGERS TO BLOCKING- a PER CODE-SEE P OC,- FASTEN STRINGERS W SIMPSON CONTINUE ACROSS BALCONY to NOTES CONTINUOUS P.T. (2 2"X 12"BEAM E-+ CY FA45TEN STRINGERS TO DECK ?a WW FRRAME W/SIMPSON HANGERS STRAP TIES (MODEL#MSTA 21-Z) w Iry (DROPPED UNDERJO! TS)-NOTCH a - OR STRINGER TIES(LSC-Z) D o A o S O FIRE PROTECTION NOTE,BOTTOM 10 MIN. POSTS AND FASTEN EAM TO EACH RFATED FOR TREATED LU R \ a F- oc z OF ALL STAIR STRINGERS AND I POST W/ (2) 1/2"DI M. (H.D.G.) (Ti YpJ '� INSTALL SIMPSON HURRICANE TIES Lu Z n a LANDINGS TO BE CLOSED!N V4V/ THROUGH BOLTS W/ WASHERS H U (MODEL#H2.S-Z}AT EA.JOIST TO g m c a C (TYP.) 2'-0° 9 4""REINF. CONCRETE SLAB BM. CONNECTION - � v, MIN.:i/8"TYPE "X"FIRE RATED) ' : - GYP.9D.(TYP.) MAX, o M L MNDING PAD- 10" w - Lb GYP. C ' �' (41'4'W X 4' 0" LG.)- 4000# a to nos DECK POSTS TO BE TREATED a _ o .- � v V-D AR PSSI AIR ENTRAINED CONCRETE max, 1 q"nose 6"X 6"ANCHORED TO PIER F- w a S Cy7T WI/6"X 6"#10 W.W.MESH WITH 1/2" DIAM.X 12" LG. 0 N u n O C � NOTE: STAIR RISER FACE INSTALL NEWEL POST AT c) OMVER MIN. 4"OF COMPACTED N.D.G. "J"BOLTS AND SIMPSON` O w p w Fv- ��N), TO BE CLOSED W/ G � � v_ � MIDPOINT OF RAILING SPAN CERUSHED STONE(TYP.)- COMPOSITE 3/4"TRIM POST BASE(MODEL#ABA66-Z) z 6 x 05 � C 3 2 ' • (A4LT.)PAVERS ON COMP. ' ' ' ' RATED FOR TREATED LUMBER Z I- � Q R a k 1 DOWN STAIR a BOARD(TYP.) SAND AND 4"CO O U. v° n C 9' SITONE BASE . ANCHOR POSTS TO STRINGERS o' p .- .'.C TYP.BALUSTER TO CONTINUE UP e ' W/ (2) 1/2"DIAM.X 5"(H.D.G.) STAIR AND ACROSS BALCONY — — — a ' —_ 4 N _ _ ---LAGS(TYP.) III I I I—I _I I=1 I I o -�' Hx w v 0 0 760 LANDING-{TO BE SELECTED BY 1=1i1I I I I� S Z O — e vavvvvvoovvvvvvvvvavavovv o' 11= ' I I—I I „ 4 FN _ v.vvvvrarrrvvvvvvovvvavvvv µ� OWNER) —� ,. •• • '� a I I—I I vvvevvvovvarvvvavvvvavvvv •'Q, tl' _Ja• _ " { X Z C C' PIN TOP NEWEL POSTS(TYP.)RAIL — - — =1 I I I:: III ( ) —III—) I I Z a u O x TO BE CONTINUOUS OVER STAIR 18"DIAM.(PER PLAN) I— III- — 4 �I i INSTALL P.T. 2"X 12" o _ 18 DIAM. PER PLAN CONC. _ _ ^OLu o • ' I--- =I I I —1 PIER FOOTINGS(3500 PSI)SET I I=1 I I=1 p n c CONC. PIER FOOTINGS —I( I STRINGER PLATE FASTENED .. n AND BALCONY NEWELS (3500 PSI CONC.)IN SON —" ° a (--`� " " I I I 1=I ° IN SONO-TUBE FORMS(MIN. _ l" Z Z V z TUBE FORMS SET TO MIN=1 I I 4 0 „ 111= IMSTALL 12 W X 12 TH e o TO SLAB WJ (2) HILTI SYSTEM -"III III I 4 v III- -) I I—I I( z w o o :' . GRADE BM.W/ 2#S BARARING SOIL- ON SOLID — N O s v, 4' = EPDXY ANCHORS X 4 L.G.LG.@ 1=1 I I e I �-4 "III—I F' z u 1J, c 3'-0" BELOW GRADE ON S�LI6- I (=� " I ° I I— I ( (= TOP OF PIER TO BE 4 ABOVE =1 E 1=1 I BEARING SOIL- e • ODN 12 DIAM, CONC. _I I PLATE ENDS AND CENTER, z a .e III PIIIER FTG.- INSTALL SON VA —! (6}TOTAL 1= I I ° I^I GRADE MIN,AND TAPERED u n �,I z a TOP OF PIER TO BE 4 ABOC� TI'UBE @ MIN. 3'-0" BELO I I ' e I�T I FROM POST TO SHED WATER- GRADE MIN.AND TAPEREDI— Q, 4 . a 11— G6AADE ON SOLID BEARING q III III I i n d �i I 1 I =1 I— E e .. 4 1= _ 31 3 — REINF.W/ (4)VERT.#4 REBAR — 0 4 FROM POST TO SHED WAT � a �' S(OIL(TYP.) .III " _ as ' III 1111 I I I i:l 11 PROJECT NO.: FI-25-I lit j 4 1 _I ) ��I • a� • 11= e� a I=1. 1=1 I I I d DRAWING BY: JP,GA,gL � I—III—III--I I I I�)I ((•=I I I—III ,I I ,I l f, ,III, ,�f l , .1 i 1 ITI I I=► I i--� � �— CHK BY: GA DWG NO.: A 3U2a00 STAIR DETAILPORCH SECTION A-� (A-7) SCALE; 3/4`= 1�-0" SCALE,3/I' = 10 1 2 3 4 6 7 8 9 10 11 12 13 14 15 I i 1 3 4 6 7 8 9 10 11 12 13 14 i5 M WESKETCH M ARCHITECTURE, INC. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 TEL : 908 , 647 . 8200 FAX : 908 . 626 . 9197 EMAIL : INFO @ WESKETCH.COM # ISSUE DATE L 1 FOR PERMIT APPLICATION 10 DEC 2024 i A I IalREVISION DATE tyl Ii I I I PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 H lffi� N/S SECT 1 SCALE: 1/4';= 1'-0" , �� " � M BY Zj3A 90 N g �S H C�ATEL� . N j PScelveo , OCT 2 3 2025 ZONING BOARA AF,4QPEAL G S G PROJECT: F DEMO/ NEW DWELLING BLOCK/LOT:1000,SECTION 7,BLOCK 2,LOT 1 3549 CLAY POINT RD,FISHERS ISLAND, NY 06390 E BUILDING SECTION VIEWS E/W SECT 1 E•1 SCALE: 1/4'= 1'-0" sT Oz g OF NEV SLOPE C C PTD. BEAD BD.TRAY CLG.ON PORCH VERT.FIAT /�, I�1�. ,II PROJECT NO.: �►-25-1 " I 8 B DRAWING BY: JP,GA,BL j I CHK BY: GA DWG NO.: t .is 4 rl:} (,, { .; ;. .} •� y' I E r.t } +` ' A, M30, 4 0 00 4 E/W SECT 2' A-� SCALE: 1/4'= 1'-0" 1 2 3 4 5 6 7 8 9 10 it 12 13 14 i5 I I f . 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 v. i , �G I f)1,1,I P'+.ij f;51,Eiii,il,� •lid ''i 1 IE a i. .{„c ys,,.�, ,1V(,. S }; 1�.� ; .11"'�I;;ICY ;il li �.t,i,LL; � t �+ � �. :I,;, :! 'z j,iilf!.,+ C I ,.,r' tl I'r `•,lf,+ I'•Si� i,( I`'I' .r,ll'�'I'I l4 I t ;IS `}i 'i:l, ,II:I• �itl,�t! � I E}�rE D: ,.tii; Iltlbl { ? t,+ �;•+?"!( :i,,,ltll. ,II i !r+, 4 I �;,il]a�.I;;i.l,a,,..;!,. ,a �1 a 7 , .,t,. ai, d ('iF'1'�;!�,tly ��,II I t IiAlt.!{'!'�{���,t•f I, ! 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Y �3D 8-WAY PAIMLE)SWITCH -{P}- FIXTURE:PENDANT 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 `� TEL : 908 , 647 . 8200 FAX : 908 . 626 . 9197 =51DAMB SWITCH FIXTURE:SONCE EMAIL : INFO @ WESKETCH.COM Y4 4-S`fVnC'&NVITCHED EF FIXTURE,EXHAUST FAN # ISSUE DATE CATV A811 INSTALL 80 CFM BATH FAN OUTLET W/HEIGHT CABLE TV L I FOR PERMIT APPLICATION I DEC 2024 j 1 W/All SMOOTH-WALL G��:I CA 6 VENT PIPE TO EXTERIOR & 6RyV�/WjCql�TLET NETWORK/DATA WALL FACE W/COVER TEL o. o W PSI P6uLTE7 TELEPHONE D EF 4-- V b1 SMOKE DETECTOR 1 240 PWPMY OUTLET CARBON MONOIXIDE DETECTOR _ N0 K K - 111 � ® FLOOR OUTLET Q HEAT DETECTOR . '' - 1 1 .••Ili.: tn.1%'•', ',•'III+ ".' 1: t:7 i,it:it, IN•'.t: 1 'i :'t'71"' .,, LI',1':, •7•".i' # REVISION DATE ;I"iL• :iil•: •i• l!i'i!,,'i'z .I .i. l,.,t..,i. ;'";r, I :1: Ir;i{�" E,+' ?� I L,t, ,iI Ili;; r 6; i!s i� II,•{ ' ,>,� .;I!jl.„ i1lII';. ,, �.. t,ti%`I+7,1�,•!y.tie f,� i);.:+ i' ail!�?IT:I;,Ii�:.l:•�;t:}tta::,l,;t.ii., 1 1 1 �.I+, III,. f`31I t';it•i•7 Ii;l�Il1 i''Ii:I!'/l Ih1��,%�'„1+�jlli!�'!1 V?I�, ,.! Ilj�I{Itj I! li.t Alt[ 1.. "1' 1' li:.! H :ELECTRICAL. OYE'S.Iiiii {Ih:l'k�l'�Elt:l?I !I : � ; ,;.,s!,, !' !, {r ;Is.t!i'!,{L••. y 1 I ^`iFi t; . a•-i b I� yll'.iif d,.,:.I,:,L,. ,t3i:! a'sl}:. .`!!' ';{31'fi ,a1:!i',^•li yl;F:i":,a Y _ P. BATH ri�fi,S'It.unfl,f:rf!.ill;!isi!!e;hn:,,;L!i:;a; dEl,,;:�l:rl:irlE.;is'la;El��itl;,�:f! IR I lr,l:yi II:iI�f,:fl.tKill.r! llil(i!,I{:l_,�;•;Is;llI �l' PER MUNICIPAL REVIEW PROJECT I DUCT TO EXTERIOR // f ► PRIMARY SUITE I ( TITLE) 28SEPT2025 WALL W/VENT COVER 1. ALL ELECTRICAL WORK TO COMPLY WITH THE MOST RECENT NEC ELECTRICAL CODE INSTALL 26 GA,METAL DRYER �/ —_``•. SD I (2014)AND IS SUBJECT TO SITE INSPECTIONS, DUCT NO SCREWS,NO SCREENS) ' ` / TO OUTSIDE WALL FACE ONLY � , „� � /' fi w n' ' 2. ALL DETECTORS ARE TO BE INTERCONNECTED HARD-WIRED�/ J , WITH BATTERY BACKUP LAUNDRY MUD RM. AND LOCATED A MINIMUM OF 3'AWAY FROM ANY VENTS AND IN ACCORDANCE i INSTALL 80 CFM BATH FAN WITH (UL-217)AND WITH THE HOUSEHOLD FIRE WARNING EQUIPMENT INISTALL 80 CFM BATH FAN W d"SMOOTH-WALL —'_ —` " W/d"SMOOTH WALL f \ / ---I // GFC 42" , PROVISIONS OF NFPA 72. / GFCI WP S ]GOT VENT PIPE TO EXTERIOR I l 3n VENT PiPE TO EXTERIOR WALL FACE W/COVER- , WALL FACE W/COVER - _ EXHAUST FANS TO HAVE INTEGRATED LIGHTING M , 3. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE SLEEPING AREA, IN THE IMMEDIATE VICINITY OF THE BEDROOMS,ON IN , - CJ' W EACH FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS. r{ i r I 220V GFC d2" „. ` + ` sD `_r_- 11 4. CARBON MONOXIDE DETECTORS TO BE INSTALLED OUTSIDE EACH SEPARATE rMINIA1 MAP �� i' . / ` RECESSED LIGHTS W COVERS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH / N D , p M / / v ^ If °' r o FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS, REVIEWED BY Z BA `\ Y �J �' \L r0 1 4 ' `� `� �� Q I I ; � � - / ` - -~ `� 5. ALL CIRCUITS THAT SUPPLY BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT DECK O N m OFFICE 'F - BED #2 , 1 r CIRCUIT INTERRUPTER COMBINATION TYPE) LISTED TO PROTECT THE ENTIRE BRANCH DATED: H r �. ` vi _ {��} i /i P.R ,� _, `� CLOS. CLOS. CIRCUIT. ( � � I I 1 EP «L ------- {U — 1 ` ` V ,' TO(4)UTILITY LIGHTS AND 1 6. ALL ELECTRICAL FIXTURES(LIGHTS,SWITCHES,OUTLETS, ETC, )TO BE U.L.APPROVED ' " I DN 3-WAY SWITCH I I SD Q r ALL OUTLET RECEPTACLES TO BE TAMPER RESISTANT. AT BOTTOM OF STAIRS RECEIVED TO LIGHT ANd � ` - 7. ALL FIXTURES TO BE IC RATED WHEN IN CONTACT OR NEAR INSULATION OR OTHER SD I 1 5D 3-WAY SWITCH `ram TO UNDER CABINET LIGHTING r: i FLAMMABLE MATERIAL, OCT 2 3 2025 D O UP M. ,I�-„�I�,�h, 1 /AT TOP OF STAIRS - - ---Q ��- PROVIDE ELECTRIC { r GFCI d2" r GFCi 42'' -FOR HOOD(PER JFCI d2„ —1 " "AIRTIGHT". — , ;.` � 8. ALL RECESSED CEILING LIGHTS SHALL BE RATED MANUF.SPECS) v ZONING BOARD OF APPEALS G r ` ,' - ~ ,/ i� INSTALL OUTLET DEDICATED 220 9. ALL UNDERGROUND WIRING TO BE IN SCHAO PVC CONDUIT AT MiN. 3'.0" BELOW F I 2 I z 1 / / I I ^INSTALL ELECTRIC FOR UNDER FOR REFRIGERATOR LINE TO PANEL GRADE. J �� a CLOS. fy � 6F � ce i' COUNTER REFRIGERATOR ,�. � �. FOR OVEN .�. \ ' s o a p � � I i '`_ _ _ __________ ___ ______ --'"-' /ti' �\ I I - - -I'�N ,ti 10, ALL IN-WALL AUDIO/VISUAL WIRE TO BE INSULATED AND RATED PER CODE. BATCH #1 lS� CLOS. ,' I I �! I a 3 `x 3 / 1 11. CONTRACTOR TO REVIEW ALL FINAL FIXTURE LOCATIONS WITH THE OWNERS �� }s r LIVING RM. I I + , 11. r — — T — I I 1 PRIOR TO INSTALLATION. :4 1 I I 1 l I I DEDICATED 12/2 LINE 1 � _- � r ' — -' 1 � PROJECT: 0 r ` TO PANEL FOR MICROWAVE 1 k — 1 i ° Q i I I i DINING RM. ' ( I (LocATioN PER owNEa) L 1!V O 1 12. CONTRACTOR TO FURNISH ALL RECESSED LIGHTING FIXTURES (LIGHTOLIER 5" CAN { D` / ^ \ 1 i 1 `- 1— O i WITH WHITE TRIM KITS)- OWNER TO FURNISH ALL DECORATIVE FIXTURES, DEMO/ NEW DWELLING D I 1 5D { � .� � } J11 i • 3 , ^ \ �` ,I� \ I I I I I O CONTRACTOR TO INSTALL(TYP.) ''v / \ / \ '-/ ` ( I t I i CENTER LIGHTS ON ISLAND \ i I F BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT 1 1 t 13. CONTRACTOR TO REVIEW LOCATIONS FOR DIMMER SWITCHES (IF ANY)WITH THE KITCHEN ' OWNERS AND PROVIDE DIMMERS WITH ADEQUATE LOAD CAPACITY FOR EACH 3549 CLAY POINT RD,FISHERS ISLAND,NY 06390 `� I 1 CIRCUIT(TYP.) LL BED #1 sD I I I I I i ( `� i I N o r r 'o Qa L_ — _ — .J L _ — J L- r4 —.4 — 13D ` t D 1D D 3 w Z N r — 5 — — — -r `- - o ELECTRICAL PLAN I I .' 9WP i u l z Ili z l I � 1 I uu. I I 3 ) I 1 D I o 1 a I + j D BRED ARC 1 a i FAMILY RM. in .0 o L-f G I I I ► ���\P ��'Cyr zI r - I (g = 026 I I I a Irrr � a I ( /r �T�TEOF N6 C C -- .- /� I 1 I I � NOTE., • ALL CLOSET LIGHTS TO HAVE DOOR ACTIVATED SWITCHES • ENTIRE HOUSE TO BE ELECTRIC SUPPLY FOR HVAC AND COOKING- PROJECT NO.: FI-25- ) THERFORE NO CARBON MONOXIDE DETECTORS ARE REQUIRED DRAWING BY: JP,GA,BL i CHK BY: GA DWG NO.: r" Ap% AM 0 _ A A ® ousu 1 (A- , PROPOSED FIRST FLOOR ELECTRICAL PLAN NOTES SCALE: 1/4'= 1'-0" (A-)3) SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I _ 5 6 7 8 9 10 11 12 13 14 15 1 2 3 4 ;! ::'•I:fEi L ..,: :,•t'; 'r; r l,.I 'I; �';a',tt„t 5,1,,.r,,F,.d.,ti,I:.II .1 g{I,tit•i'96:i1i;=1 r.,:,. It,i.i!:.I(;' h• '.i. I 'i ,r "ri i! a7+ ,!< r l,r+,p�.•sp'a I c;rli+ !� ;a:il:'1"`I' - !. �1• .p t ,I, f1 { 11,: yy;;�;,•tr1a11-,Lj t �. , :I 1 a�,t, '1" !; I !! 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BD &WAY P,NNXABLE)SWITCH -(P r FIXTURE,PENDANT 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 `'' TEL : 908 , 647 . 8200 FAX : 908 . 626 . 9197 j tiS =WaAM6 SWITCH FIXTURE:SONCE EMAIL : INFO @ WESKETCH.COM 4� 0VW-S%MatvVITCHED EIF FIXTURE:EXHAUST FAN a # ISSUE DATE L 48'� CA OUTLET W/HEIGHT CABLE TV L 1 FOR PERMIT APPLICATION 10 DEC 2024 6My1^!VMjTGqyTLET b NETWORK/DATATEL . i �WP& MEW(Pa%MT TELEPHONE —•� WJ0tWTJUF OUTLET STTA SMOKE DETECTOR ! 1°Y. —. ... _d •,t _Y_ _ .. _.... ... _ •L_ _ .i... ._ r _•I'I �•_._ _ — tr— — 4.'_ .% .— ... ''_ ... ..:u _ _•_ _�._ ..,•..� ^\•�•\ 24� j' _. . _ _ _ _ - l i �.. . &bV) 1 @f OUTLET ® CARBON MONOIXIDE DETECTOR I �. K ;� SLAB ON GRADE �. ! �� K ' I ! I' ) , FLOOR OUTLET Q E HEAT DETECTOR 1 + ! w• :u:,r.'••;'.I,r,rh r„s Ml� y : ^,rc,7 5 e # REVISION DATE a , ,, I A•r ;, � , :u , tIII Ih{ r::. I t�• s•,, �ai:; t n i It gin.,I � .'I a. ' 'li rlj•a;•. ,II 4, 'I.I i!^., I ,lit _!•I I. :( ! .:,o ,r I;,,.zr,;. 1 •,, ,. a ; III(; t li� 1 n .L _ _ I �t' i'r' " ;r' i! {{cI,, t,, �,„I lc,.kl,t �fL1,.11WI { � !,t �_ ' . — — . C a. ii ,M EI:EC. {:Rl'C�LGIOYES .,, '., I I. fF' ,I;I"!?I!II is • I FI, !1 d EI N I � ti :t,,! ",�:t ; ,rrr,�r•rl. C•+.:,r �r ..: 1 �I. ,�' :, .I.�. I � ! �blf , ,!� ,! , � I � ' :12. .,t,`1I :,i, l:al.,.,!.uli{tra.l....,:,r,..,,ll::;!.. •,.. !,.!.;I:I...,r:r...........:.lalL;�l�l,l�atil{,...:�b;i;,�t7il't�l.,,,.!_ilr,'�l.:,n.i!I,�j 1 PER MUNICIPAL TITLE] i u..I'„IkI;. ,a.!•�t.:t.�I,...a.I.,I,,:,J,,,r T 28 SEPT 2425 6 r :I 1. ALL ELECTRICAL WORK TO COMPLY WITH THE MOST RECENT NEC ELECTRICAL CODE CRAWL SPACE i .i (2014)AND IS SUBJECT TO SITE INSPECTIONS. CRAWL SPACE I -+ `\ r=+-_, I ,. I 2. ALL DETECTORS ARE TO BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP i - �• 1 I' I ! :1 ' (T ro�1 T I ` (T-r0�- r( �'' •:+ AND LOCATED A MINIMUM OF 3'AWAY FROM ANY VENTS AND IN ACCORDANCE L J+ . ' t I 7 { I•. :i �'� 1 _ _1 [I-L_j_ 1 I; 1 WITH (UL-217)AND WITH THE HOUSEHOLD FIRE WARNING EQUIPMENT J L', I I• 1 I • °'I ,. ''`' 1 L:.: I' 1 PROVISIONS OF NFPA 72. t a? 3. SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS,ON _,_ _ _ -`7 r a ' :� - . , , - - - -- - -z, - i I �• ' } EACH FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS. '• T j.• + 4. CARBON MONOXIDE DETECTORS TO BE INSTALLED OUTSIDE EACH SEPARATE ! SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS,AND ON EACH A FLOOR,INCLUDING BASEMENTS AND HABITABLE ATTICS. ""+ v E T t'� 02 i �" '•'! i r;- + Jr 5. ALL CIRCUITS THAT SUPPLY BEDROOMS SHALL BE PROTECTED BY AN ARC-FAULT D ECT a..0 H I I / I• CIRCUIT INTERRUPTER(COMBINATION TYPE) LISTED TO PROTECT THE ENTIRE BRANCH H DATE : �� I •-�-_, i GFCI _,/ _�. °• ' BED #4 BED #5 ClRculr. ° ft + 6. ALL ELECTRICAL FIXTURES (LIGHTS,SWITCHES,OUTLETS,ETC. )TO BE U.l.APPROVEDCEfVE® •1 I t � • y._ _` •t I .{F}. ALL OUTLET RECEPTACLES TO BE TAMPER RESISTANT. r � r (• i I 1 :I j TO LIGHTS AND r £ •J I \1 ; OCT z 3 3-WAY SWITCH UP 1 / 7. ALL FIXTURES TO BE IC RATED WHEN IN CONTACT OR NEAR INSULATION OR OTHER 2O?5 11 AT TOP OF STAIRS _ 11 �' 'i ( 1 r {9 FLAMMABLE MATERIAL, zON�NG I' 1 l CLOS. y ' I CLOS. so,4Rp r �_t< _ O 8. ALL RECESSED CEILING LIGHTS SHALL 8E RATED "AIRTIGHT". gPPEq i 4 �•1 I 1 I1 _1_J_1 1 el I wl eAtJ C"S G i' .� J11 9. ALL UNDERGROUND WIRING TO BE IN SCHAO PVC CONDUIT AT MIN.3'-0" BELOW t :'; :i t ,, { 1 �: \ sp sD 1 GRADE. . ''+ I,. :i 1 +•: .1 I 10. ALL IN-WALL AUDIO/VISUAL WIRE TO BE INSULATED AND RATED PER CODE. 'ram ^r _ ......_.,- .r �� !'+ ,� .! ivl• ..I I ' I � '�\ F EXIST. CRAWL SPACEr +• i.., ',� /4' t'~ �{ I 11. CONTRACTOR TO REVIEW ALL FINAL FIXTURE LOCATIONS WITH THE OWNERS sp PRIOR TO INSTALLATION. • \\ t i O I.' +•I 11 BASEMENT I'; a I a �3--WAY SWITCH DN^ `\ PROJECT'r . ' -•, •••—r r•- �• 1 wwn y _r.a_ i / + ' .1 '�' AiT BOTTOM OF STAIRS \ u y t I t'; :•1 ( O O \ 12. CONTRACTOR TO FURNISH ALL RECESSED LIGHTING FIXTURES (LIGHTOLIER 5 CAN 1°. T r r r + I z W \ WITH WHITE TRIM KITS OWNER TO FURNISH ALL DECORATIVE FIXTURES, '�'`AA L_OJ111 Ef w a O y\ 1 CONTRACTOR TO INSTALL(TYP.) DEMO/ NEW DWELLING .....� " BLOCK/LOT: 1000,SECTION 7,BLOCK 2,LOT 1 ��_�? I ! I t t I . . ' i m O / \ 13. CONTRACTOR TO REVIEW LOCATIONS FOR DIMMER SWITCHES(IF ANY) WITH THE 3549 CLAY POINT RD.FISHERS ISLAND,NY 06390 ' +• ! t i 1 I a a r / OWNERS AND PROVIDE DIMMERS WITH ADEQUATE LOAD CAPACITY FOR EACH ��' �•. + I' :.I ! I I; I w s jx ! t CIRCUIT(TYP.) Oac f t i� +" ; ' , ' 1 j•. ( z y REC. ROOM / I• I. I 1 \ If. \ i 1 ( G C14 \ 1 DASHED LINE DENOTES 9'CEILING CLIP ` Ek — - - _ - - _ _ _ \ ; P Y~� � ____ '~ "'� _�� 1 ELECTRICAL PLAN - - - _ wr J - �• d —'�. ..4 •, ° as .' BATH #4 4_ _ zlO 't . • - - - — - -`� r —°- - - - . _ _ — - + - - _ _ _ _:L _ a• a,_ _'_'.i J ( - - -sGFC42'r _GFC42; J. I I• GFCI /! • ! �� ! 1'• 'I / 1 I 1 'r p is •�! r !'' �R�p qRc w 1 i ! t ( . �5��tr. S. i I V O� N EXIST. CRAWL SPACE I I Q 1• •1 r I s \ U I• t / d 'pTgT 0267 (p� 9 C I it I , `--- --- -------- ---- �-- - - -- --J • ALL CLOSET LIGHTS TO HAVE DOOR ACTIVATED SWITCHES PROJECT NO.: FI-25- 1 •ENTIRE HOUSE TO BE ELECTRIC SUPPLY FOR HVAC ' AND COOKING-THERFORE NO CARBON B B MONOXIDE DETECTORS ARE REQUIRED DRAWING BY: JP,GA,BL CHK BY: GA DWG NO.: .= A '. A � 0 oo TV PROPOSED BASEMENT/CfRAWLSPACE ELECTRICAL PLAN PROPOSED SECOND FLOOR ELECTRICAL PLAN NOTES CA•� SCALE: 1/4 - 1 -0 A 8 SCALE.: 1/4 1 0 A �3 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I 5 6 7 8 9 10 11 12 13 14 15 • uA �.�{tUz,##IIIt..,•!,rr. lIl,t,lJr;;3f I 1lG,7d{t Il"n,'fhlt�:Ir;I,'lIl(,o�:.:+u��:'•`.•4 p#l, .t..TI1{', ,,;O.•TrItaI(N#,,I+l,1u I,t fr.••„)tv,,;.It.•ltI c,t#t.A�..�t,r,•.fLIo;cll.t 11I",1�Ita'I Idt,.I�:,•KI?I( �1Ii� Ii'hl i,i!SN I4�•�it�tt�I,tta t(t,,„tA:s,1I la3 fI f:l!iI{1I,�,,.!,:,:;I.:,•tz,1�tIt..tvc,�..l��°,�S1t,t;;t1.f!1 y IfIIt'.,t�I�lIl,!I;:'I,l�II t i a�i:I,I wy►�ttI lt;,,l- tltlt'tIl+rl 1li}lft..,i rl r1 }Ilh h ,17 •,ar:.I,.'rF.,,. i..I'tfi,Fll �>:.. I ALL PLUMBING WORK TO CONFORM W/THE INTERNATIONAL PLUMBING CODE 2009,AND LOCAL REQUIREMENTS, VVESKETCH M I M 2. PLUMBING RISER DIAGRAM SHOWN IS SCHEMATIC;SEE FLOOR PLANS FOR ADDITIONAL INFORMATION. CONCEAL ALL PIPES IN WALLS&/OR ARCHITECTURE, INC. l FLOORS/CEILINGS WHERE POSSIBLE. 1942 LONG HILL ROAD, MILLINGTON, NJ 07946 l 3. ALL WASTE&VENT LINES TO BE SCH. 40 PVC,INSULATED FOR SOUND ATTENUATION.WASTE LINES TO CONNECT TO EXISTING 4"WASTE. I TEL : 908 . 647 . 8200 FAX : 90$ . 626 . 9197 EMAIL : INFO @ WESKETCH.COM 4. ALL UNDERGROUND SUPPLY LINES TO BE TYPE"L"COPPER W/ LEAD-FREE SOLDER. I # ISSUE DATE 5. INSULATE ALL SUPPLY LINES,HOT&COLD,THROUGHOUT,INCLUDING PREHEATED L LINES. ' 3"VTR-VENT THROUGH ROOF � I FOR PERMIT APPLICATION 10 DEC 2024 ��L IL JIL II► FLASH WATERTIGHT(TYe.) ._., 6. PLUMBING FIXTURES,HARDWARE& FINISHES A5 SELECTED BY OWNER& INSTALLED 3" 3„ 3" 3" 31" 3" BY CONTRACTOR. I �2+, 7. PROVIDE PRESSURE BALANCE(SCALD-GUARD) FAUCET CONTROLS AT ALL FIXTURES. ���� I 8. COORDINATE PIPE SIZE COMPATIBILITY W/ALL APPLIANCES,FIXTURES & EQUIPMENT. I ' I I COPPER SUPPLY LINES TO BE 1/2 DIAMETER TO INDIVIDUAL FIXTURES, EXCEPT AS I2„ HAND NOTED. i WALL HELD K I I I HQD , ( I K , 2 I /. REVISION DATE f ( DIVERTER I I PER MUNICIPAL REVIEW(PROJECT TITLE) 28 SEPT 2025 SHOWER I MIXING I I I I I VALVE I t I ? p IAV I I ' 2„ I I Q v 2„ Hr I STbPSQ I WC I I I� 3" 1 1 I I� HAND +, �2" HEAD WALL 2 SIP : I" /, ) / HEAD I I I I N / 211 f2 DIVERTER" ��C� I�`�� I I I I SHOWER' 2„ , IL'�/ �2„ I HAND [ iR�9�`- L "RAP MIXINVALVEDA. I I �!//y,� I i o*t�pS � WAIL HELD I „ D REVJ Elf ED v BA 2„ I I . LAV I HAND 2 I I I H 1 H i I 2„ g BATH HELD WALL 12"� C.O. C.O. i\ HAND . T /I'� H DEC]S° _ RSTCIPS I WC I ( HEARD I41 I A r2' IDECK HELD DIVERTER DAT t 2„ I nI SPOUT 1 `I �1 i I 3" ``.` I 2 �z I 4 J 'SHOWER RECEIVED DIVERTER'' I I 2 1 / I e DIVERTER MIXING ^�. L\ ` t ^I STbP SHOWER' I FHr\ CONNECT TO 'SOAKING 1 VALVE OCT 2 3 2 t MIXING I NF n SUPPLY I TUB I I 2" �25 �} VALVE I ( �2�` I f I .ice I I I I MIXING ( I ZONING BOARD OF APPEALS ter! 2„ I t LAV I VALVE 1 BATH LAv I G ` I , I 2 yysT�PS I ! I I2" I I 2„ 1 i 2 I I' G i ,+ WC a Lav srb es� I 2„ PFNI// I 2„UTILITY I ^'F� e 1 I row STbP 2++ SINK I +, WC STbPSt x I ( 2 `�• PRIIMAi's �srdes ASHER BOX- BATIH ' I t,' PROJECT: ! L t I H AUTO TIJ -• I $$$NUT Fp LAUNDRY I I )211 ST�e I I e I I I 2„ WASHER SINK 2„ I_ `y,. .{ 4RRES a1a PANW/ - DEMO/ NEVI' DWELLING KITCHEN 6 p 11 H&C F.D.W/ I I STbP5G 1� / � ' ` ( NC I PRIMER yv� POWDER D.W. „ y: /. BLOCK/LOT: 1000,SECTION 7,BLOCK 2, LOT 1 3" I ROOM 2 1 / ' 3549 CLAY POINT RQ,FISHERS ISLAND,NY 06390 ARRTOR N S� � • ' L SINK I . """,,, `•ISUA � 5T P 2 (HI I STOPS REP.IN r P� E PLUMBING RISER J I r I 1 c.o. 1 I W (3)FROST-FREE j mo ' C.O. 1 I HOSE BIBS t 1 � I n 1 I I ° I I I Ix I � s•roe I I CONNECT TO • I ( SUPPLY D ! D -41 0 I * 4 f I NEW 0 02676p 4 y so OF NEN�a C y GAL. I WATER 1 HEATER Ll CONNECT TO EXIST. \` 4"WASTE LINE CONNECT TO ` EXIST.SUPPLY LINE \ j PROJECT NO,: Fl-25-1 DRAWING BY: A GA,BL i CHK BY: GA DWG NO.: A Atio .00 PLUMBING RISER DIAGRAM' NOTES (A-D SCALE: NTS A-13 SCALE: NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 FORM NO. 3 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT SEP 0 5 2025 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL ZONING BOARD OF APPEALS DATE: May 8, 2025 RENEWED: July 1, 2025 REVISED: September 5, 2025 TO: Edward A Harvey 36 Great Elm Dr Sharon, CT, 06069 Please take notice that your application received February 13, 2025: For permit to: demolish (as per town definition) an existing single-family dwelling and reconstruct the existing dwelling with additions and alterations at: Location of property: 3549 Clay Point Road Fishers Island,NY County Tax Map No. 1000—Section 7 Block 2 Lot 1 Is returned herewith and disapproved on the following-grounds: The proposed construction on this non-conforming 57,899 sq. ft. parcel in the Residential R 120 District is not permitted ursuant Article XXIII 280-124 which states, lots measuring between 40,000 and 59,999 square feet in total size require a minimum front yard setback of 50 feet. The proposed construction as shown on the survey, has a front yard setback of 23.35 feet. *Variance required as an amendment to BP# 51905 1A QL2,4Z . EJSJ AuOlorized Signatdjr Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 RECEIVED TOWN OF SOUTHOLD BUILDING DEPARTMENT AUG 2 7 2025 SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL ZONING BOARD OF APPEALS -j %0�2L DATE: May 8, 2025 RENEWED: July 1,2025 TO: Edward A Harvey 36 Great Elm Dr Sharon, CT, 06069 Please take notice that your application received February 13,2025: For permit to: construct an addition to an existing single-family dwelling at: Location of property: 3549 Clay Point Road. Fishers Island.NY County Tax Map No. 1000—Section 7 Block 2 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 57,899 sq. ft. parcel in the Residential R-120 District is not permitted pursuant Article XXIII 280-124 which states. lots measuring_between 40.000 and 59 999 sguare feet in total size require a minimum front yard setback of 50 feet. The proposed construction as shown on the survey,has a front yard setback of 23.35 feet. *-Variance required as an amendment to BP# 51905 two Au sized Signat e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. - RECEIVED AUG 2 7 2025 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE ZONING BOARD OF APPEALS House No. 3549 Street CLAY POINT ROAD Hamlet FISHERS ISLAND SCTM 1000 Section: 007.00 Block: 02.00 Lot(s) 001.000 Lot Size: 57,899 SF Zone R-120 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED 7/1/2025 BASED ON SURVEY/SITE PLAN DATED 12/10/2024 Owner(s): EDWARD A. HARVEY AND MARY H. HARVEY Mailing Address: 36 GREAT ELM DRIVE, SHARON, CT 06069 Telephone: 860-248-9190 Fax: N/A Email:NEDHARVEY58@GMAIL.COM NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: MARTIN D. FINNEGAN, ESQ. for(X) Owner( ) Other: Address: PO BOX 1452, 13250 MAIN ROAD, MATTITUCK, NY 11952 Telephone:631-315-6070 Fax: N/A Email:MFINNEGAN@NORTH FORK.LAW Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (X)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED 12/10/2024 and DENIED AN APPLICATION DATED 2/13/2025 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:XXI I I Section:280 Subsection: 124 Type of Appeal. An Appeal is made for: (X)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law- Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal( ) has, (X) has not been made at any time with respect to this property, UNDER Appeal No(s). Year(s). (Please be sure to research before completing this question or call our off ce for assistance) (RECEIVED Page 2, Area Variance Application AUG 2 7 2025 Revised 6/2023 ZONING BOARD OF APPEALS REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: SEE ATTACHED NARRATIVE. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance,because: SEE ATTACHED NARRATIVE. 3. The amount of relief requested is not substantial because: SEE ATTACHED NARRATIVE. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: SEE ATTACHED NARRATIVE. 5.Has the alleged difficulty been self created? { } Yes,or { } No Why: SEE ATTACHED NARRATIVE. • Are there any Covenants or Restrictions concerning this land? {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. By signing this document,the PROPERTY OWNER understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold,any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Signature of p icant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this Z / day ANNALISE OUELLETTE O UgUSt 2 25 NOTARY PUBLIC-STATE OF NEW YORK No.01 OU6409457 Qualified in Suffolk County Notary Public My Commission Expires 09-28-2028 ATTACHMENT TO AREA VARIANCE APPLICATION OF EDWARD A. AND MARY H. HARVEY REASONS FOR APPEAL: By way of this appeal of the Building Inspector's Notice of Disapproval of the building permit application last renewed on July 1, 2025, the Applicants, Edward and Mary Harvey, are seeking a single front yard setback variance from the requirements of Section 280-124 to permit a 28 SF expansion of the existing foundation lying at 23.35 feet where 50 feet is required. The subject premises consists of a non-conforming 57,899 SF parcel in the R-120 zoning district located at the corner of Clay Point Road and Cedar Ridge Road on Fishers Island. The requirement for this variance was not discovered until after Building Permit #51905 was issued for additions and alterations to the existing single-family residence. Although the construction has been deemed a demolition but Town Code definition, the work is substantially within the existing footprint and, as such, the Building Department has permitted the Applicants to proceed with the balance of construction pending this Board's consideration of this Application. For the following reasons, the Applicants submit that a variance from the requirements of Section 280-124 is warranted: 1. An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: The granting of a variance to permit a 28SF bump out (2' x 141 of the existing foundation to allow for a slightly larger bedroom and to otherwise renovate the Applicant's home within the existing front yard setback will not result in an undesirable change to or any detriment to nearby properties. It will be imperceptible in the context of the overall renovation of the home. . 2. The benefit sought by the Applicant CANNOT be achieved by some feasible method for the applicant to pursue other than an area variance, because: Due to the pre-existing nonconforming front yard setback and the fact that the construction has been deemed a demolition but Town Code definition, the project cannot proceed without variance relief. 3. The amount of requested relief is not substantial because: The Applicants submit that the requested relief is not practically substantial as acknowledged by the Building Department permitting construction to continue on site since it is only required to allow the construction to proceed within the existing footprint of the house. 4. The variance will NOT have an adverse impact on the physical or environmental conditions in the neighborhood or district because: As stated previously, the proposed 28 SF foundation addition will be essentially imperceptible to the community, and, as a Type II action, there is likewise no perceivable environmental impact stemming from the proposed renovation within the pre-existing non-conforming front yard setback. S. Has the alleged difficulty been self-created? To the extent that the difficulty is self-created, pursuant to New York Town Law §267-b (3), a self-created hardship "shall not necessarily preclude the granting of an area variance." Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: EDWARD A. HARVEY AND MARY H. HARVEY SCTM No. 1000-007.00-02.00-001.000 1.For Demolition of Existing Building Areas Please describe areas being removed: DEMOLITION BY TOWN CODE DEFINITION OF A PORTION OF SINGLE-FAMILY RESIDENCE. H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: +/-28 SF(REQUIRING VARIANCE) Dimensions of new second floor: N/A Dimensions of floor above second level:N/A Height(from existing natural grade):N/A Is basement or lowest floor area being constructed?If yes, please provide height(above ground)measured from natural existing grade to first floor: N/A III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: ONE STORY SINGLE FAMILY RESIDENCE Number of Floors and Changes WITH Alterations: SINGLE FAMILY RESIDENCE WITH 2ND STORY ADDITION IV.Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 2,110 SF Proposed increase of building coverage: 1,124 SF Square footage of your lot: 57,899 SF Percentage of coverage of your lot by building area(lot coverage) 8%PROPOSED Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): N/A For Residential lots,is project within the allowable Sky Plane lane?(Please refer to Chapter 280,Section 280-208 of the Town Code): YES V.Purpose of New Construction: ADDITIONS AND ALTERATIONS TO EXISTING SINGLE-FAMILY RESIDENCE INCLUDING 28 SF ADDITION WITHIN FRONT YARD SETBACK. VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Describe on separate page if needed: FLAT-N/A Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE ft`Z FOR FILING WITH YOUR ZBA APPLICATION RECEIVED A. Is,the subject premises currently listed on the real estate market for sale? AUG 2 7 Yes X No 2�25 B. Are there any proposals to change or alter land contours? ZONING BOARD X No Yes,please explain on separate sheet. OF APPEALS 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 BOARD OF TRUSTEES for its determination of jurisdiction? N/A Please confirm status of your inquiry or application with the Board of Trustees: N/A If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? NO E. Are there any patios, concrete barriers, bulkheads or fences that exist that are not shown on the survey that you are submitting? NO If any of the aforementioned items exist on your property,please show them on a site plan. F. Are there any construction projects currently in process on your property? YES If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: BUILDING PERMITS#51905-Z AND#51792-Z ATTACHED G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? NO If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. N/A 1. Please list present use or operations conducted at your property, and/or the proposed use EXISTING SINGLE FAMILY DWELLING;PROPOSED SINGLE FAMILY DWELLING J. (examples:existing single family,proposed:same with garage,pool or other) 8/ n1 /2025 Authorize signature Date FORM NO. 4 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT Office of the Building Inspector Town Hall AUG 2 / 2025 Southold, N.Y. ZONING BOARD OF APPEALS PRE EXISTING CERTIFICATE OF OCCUPANCY No: Z- 25758 Date: 06/02/98 THIS CERTIFIES that the building DWELLING Location of Property OFF EAST END RD FISHERS ISLAND (HOUSE NO.) I (STREET) (HAMLET) County Tax Map No. 473889 Section 007 Block 0002 Lot 001 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a ONE FAMILY DWELLING built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 25758 dated JUNE 2, 1998 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING The certificate is issued to ROBERT W & LINDA H. DANIEL,JR. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION REPORT. uil ing Inafector Rev. 1/81 b �aafs yo TOWN OF SOUTHOLD BUILDING DEPARTMENT RECEDE® ,o TOWN CLERK'S OFFICE �� SOUTHOLD, NY AUG 2 7 2025 ZONING BDARp OF APPEALS BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51905 Date: 05/08/2025 Permission is hereby granted to: Edward A Harvey 36 Great Elm Dr Sharon, CT 06069 To: Construct additions and alterationsto an existing single-family dwellingto include an outdoorshower, and HVAC system as applied for per SCHD approval. Premises Located at: 3549 Clay Point Rd, Fishers Island, NY 06390 SCTM#7.-2-1 Pursuant to application dated 02/13/2025 and approved by the Building Inspector. To expire on 05/08/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $3,391.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $3,491.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT l360- RECEIVED TOWN CLERK'S OFFICE �aa►m. SOUTHOLD, NY AUG 2 l 2025 BUILDING PERMIT ZONING BOARD OF APPEALS (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51792 Date: 04/01/2025 Permission is hereby granted to: Edward A Harvey 36 Great Elm Dr Sharon, CT 06069 To: Construct a barn accessory to an existing single-family dwelling as applied for. Premises Located at: 3549 Clay Point Rd, Fishers Island, NY 06390 SCTM#7.-2-1 Pursuant to application dated 02/13/2025 and approved by the Building Inspector. To expire on 04/01/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $450.00 CO Accessory $100.00 Total $550.00 JAD Building Inspector osForq�v h TOWN OF ITHOLD-BUILDING DEPARTP fT L Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 xroy Telephone(631) 765-1802 Fax(631) 765-9502 h=s://www.southoldtowgu.v, APPLICATION FOR BUILDING PERMIT For Office Use Only C�Z PERMIT NO. 9 D 5 Building Inspector: 4AD [�O RECEIVED Applications and forms must be filled ou0n their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. AUG 2 � 2025 Date: ZONING OWNER(S)OF PR PERTY: EAI_S Name:�O�klXrt� /,/ IV�i� SCTM#1000- 7—316 a, ,Loy-L Project Address: J09 1-05-AfA fS 1 Olo 3 90 Phone#: N�f} �7 11 Email: Mailing Address: 3� r r—lw /E�nej SAwoW G%. OGOIi 9— CONTACT PERSON: �y Name: /vlwi �i i�jv �iF-$ �i+ �•?c. Mailing Address: 6':;75- {-px A41, ' .20o2 rtLva. 14/4-ua, Ny &d%0 Phone#: G 31—79F- 76-'S"7 Email:Z4MeS 6ni2iU414 @ DESIGN PROFESSIONAL INFORMATION: Name: 41e A-e-i-e-A 12rel;4W- .1 - Mailing Address: 9�/a ,L�, / �� Ili/1ir� �W INV U7gy� Phone#: ?of-ii'/7- ed0v Email: r,110 B l�c6�cr��i . 4:,w CONTRACTOR INFORMATION: ZtS 4 Name: ,� 1.�L. II rr Mailing Address:SdS )GX 14.4e— A Ja I�Ir�K vY �/ ���G""��J90 Phone#: G3�--- ?��— 7'�S? Email: ,7&ues �i ri � �' DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure)(Addition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Ctora�r7�n► $ vT!JlJI�Oat). 0 D Will the lot be re-graded? ❑YesXNo Will excess fill be removed from premises? ❑Yes No 1 PROPEKN INFORMATION Existing use of property: �i ; intended use of property: Vri'1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Aly. 01,390 this property? i]YesXNo IF YES,PROVIDE A COPY. XO Check Sox After Reading: 'fly.ownerjamttaztar/delta profess �ianal is nnpe for aN dralnav end star.water im at pravtdad by Nopter2w ad tln Ta"Code.APOWATM IS HUM MADE to do Lbri Ma Department fordo Lsmm a of aftudins Per.it pwmortt to do LAtiidbtgzone EAdFttarroe of tlla Town of sandin ,suftalN,Cowft,New York and other appocsbie Laws,anunoms oriteauladarts6 for the ooralluctlon at WOW aditom aite uuvm or for nmwval or demodou as b$teln dascrlbad.the applicant apes:t0 ca.gyl with aU eppllceble Lays.ordt mx%butte mde, bpuuft mda end regddion and to ed.R owwrbed b wactors an premises and in herein are purddolift as a Om A.tsdenmm r pursvmu t*sectlen 2]D` S of the Now Yak State Penal Law. Application Subri tied By(print name): �+�� � �rst. Authorized Agent ❑Owner Signature of Applicant: .%4,r ; �� ir�' Date: d��o7� a� o7 STATE OF NEW YORK) RECEIVED SS: COUNTY OF s .�.-._ ) AUG 2 7 2025 !�'1dsjrl 4 ::.. s, 110 being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ZONING BOARD OF APPEAL f (S)he is the_ I �„1 a 12 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 N ry Public 1,y0-AZI-57& PROPERTY OWNER A1,3THORIZA-11�� (Where the applicant is not the owner) if ,- Y3. residing at 36-'y? 44Y 1q*r W,, )0-f'4 .L6f AN. Qli 8IN cia hereby authorize Z'( i�`� �A0'"06 Tskila to apply on IF rrk my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o�S CIS TOWN OF TTHOLD-BUILDING DEPART) IT 1` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 1;�6��oi ��� t Telephone(631) 765-1802 Fax (631) 765-9502 h s://www.southoldtawrraz . ov a. APPLICATION FOR BUILDING PERMIT 2p2 For Office Use Only PERMIT NO. 5 Building Inspector: Applications and forms must be filled out in their entirety.Incomplete RECEIVED applications will not be accepted. Where the Applicant Is not the owner,an Owners Authorization form(Page 2)shall be completed. AUG 2 2025 Date: 0101 //LaO02-s OWNER(S)OF PIS PERTY: aefInvu BOARD OF Name:6xKl�r¢� 1�qnreV SCTM#1000- 7-,Y16,k,v2,, Project Address: J5V 9 C�ry /v 01,3591) Phone#: �(LA Email: Mailing Address: ,3� ( i,- ��,y /E�vacQ SAcrD*; Gr.. OGOG 9-o7eZ'�� CONTACT PERSON: �y / Name: v!►i71r� ��-$ ac> is �%�c. Mailing Address: 6;2,S Tax „� e1Od �3/Lcrs -721 Al 04c790 Phone#: G a1-79F- 7�5'T Email: zA,+o�$ Co„tt�u @ 9ry4r/- frrvy DESIGN PROFESSIONAL INFORMATION: Name: tArlC'GTe-Xi /w'ei1mw- -7r - Mailing Address: / ,GOh /4-11 )Qw,,0 079yl Phone#: ?04F_ 6417- if,700 Email: _C17/0 B 14/rd-o reµ - CGC+1 CONTRACTOR INFORMATION: Name: 7+5 4"Vw"179 Mailing Address: j4V G �X 144 o?Uol Aty oGd 90 Phone#: G3I-- 79-�- 7FS-7 Email: �q,,,Q$ � LD --o navy DESCRIPTION OF PROPOSED CONSTRUCTION Alew Structure ,_ Adition .Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other /�GcrJ .�RM $,%r goo0lJ61, OD Will the lot be re-graded? ❑YesXNO Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property: intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesNo 1F YES,PROVIDE A COPY. fly: 01,8917 Check Box.After Reading: -fie a waieaf emftmrldeop arofewomi is mqt m ue for an dtalrop and go... water LVRM.as VwAded by rlrapW z36 of tfie-bwn Code.ApAufA-101�15f BY MAolr to the lto�`P artmer�t i d�a Issumce of*Bun I�rmit pwaumst w d a.BuJldMBiane orwnve ca of lire-'awn orSontfioid,Bo 694 cau tp.New Vorkand.c her appifeabte Lows,ordboamarRegdations,for tioeaonstructlon of balwiags, addltft4 alterations attar removal at demolltian as ImmIn desa&W.Ue appiieant Wea to tamp(v with all appfliable bws,andiasnm%b0fttode, hauft tole and remotions and to admit aathorkw inspteden an premises and in bsfildinB(6)for neceawifispectrom False slatemeats made herein are pw tafiable as a Class'A misdememar potwant to See tlan 210AS of tilt NOW Yank Stme"nal taw. Application Submitted By(print name): 40641 Authorized Agent 00wner Signature of Applicant: � ,s T Date: d//o7V o�0075-- RECEIVED STATE OF NEW YORK) Ss: AUG 2 2025 COUNTY OF,�- " ,1.�1 IhLrw +a6 5 ,�>t� being duty sworn,deposes and says that(s)hej6 (5W8 OF A PEAI_.S (Name of individual signing contract)above named, (S)he is the 4 JZ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20,C � A DS,2y IV. ry Public 1,gZAZIL5Z-3 PROPERTY OWNER AU FHORIZATION (Where the applicant is not the owner) residing at -36-'y? C-,14Y /&;Ir- e , ` o, j_-t fY Q�i �V do hereby authorize Z /<—, �'l�� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Short Environmental Assessment Form ��� Part I -Project Information Instructions for Completing Part I—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 I—Project and Sponsor Information Name of Action or Project: HARVEY FOUNDATION EXTENSION VARIANCE Project Location(describe,and attach a location map): 3549 CLAY POINT ROAD,FISHERS ISLAND,NY 06390(#1000-007.00-02.00-001.000) Brief Description of Proposed Action: AREA VARIANCE FOR DEMOLITION BY TOWN CODE DEFINITION AND RECONSTRUCTION OF EXISTING SINGLE FAMILY RESIDENCE WITH +/-28 SF FOUNDATION ADDITION WITHIN FRONT YARD SETBACK. G Name of Applicant or Sponsor: Telephone:p 631-315-6070 MARTIN D.FINNEGAN,ESQ. E-Mail: MFINNEGANQNORTHFORK.LAW Address: PO BOX 1452,13250 MAIN ROAD City/PO: State: Zip Code: MATTITUCK NY 11952 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 91 El 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: Q ❑ 3. a.Total acreage of the site of the proposed action? 1.3 acres b.Total acreage to be physically disturbed? 0.01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.3 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) 0-Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page 1 of.3 L l2ECEIVEC 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? AUG 2 7 2025 ❑ b. Consistent with the adopted comprehensive plan? ZONING BOARD ❑ ❑ F APPEALS NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES , Reason:Benefit to human health&protect drinking water, ReasonTrotect public health,water,vegetation,& If Yes,identify: scenic beauty,Agency:Suffolk County,Date:3-16-90,Date:7-12-88 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑✓ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the 71 State Register of Historic Places? b.Is the project site,or any portion of it, located in or adjacent to an area designated as sensitive for ❑ ✓❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: f` Page 2 of 3 14. Identify the typical habitat types that occ__ __i,or are likely to be found on the project site. _Zck all that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? q 1-4 ❑ ElRECEI 16. Is the project site located in the 100-year flood plan? NO YES AUG 2 7 2025 ❑✓ ❑ 17. Will the proposed action create storm water discharge,either from point orz0Td8Q�' BRD OF NO YES If Yes, APPEALS ❑ ❑✓ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: STORMWATER DISCHARGE TO BE CONTAINED PER CHAPTER 236 OF THE TOWN CODE. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: TIN D. FIN "Q- Date: IZ712y25 Signature: Title:AGENT/ATTORNEY PRINT FORM Page 3 of') EAF Mapper Summary Repc, We( Jay, August 20, 2025 10:54 AM Disclaimer: The EAF Mapper is a screening tool intended to assist s, �. -. project sponsors and reviewing agencies in preparing an environmental 2.-1-14A 1 / 2=i=7 assessment form(EAF).Not all questions asked in the EAF are 2-1-16.3 ' 2.-1-1$ -r answered by the EAF Mapper.Additional information on any EAF t lL�ti question can be obtained by consulting the EAF Workbooks.Although r! " the EAF Mapper provides the most up-to-date digital data available to ( DEC,you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by r f t5 's 2.1-152 the Mapper. 3'0.-1-1 SQUt4A ToonCo ft ( 7.-1-2.2 7.2-3.13 >_ o , p 7.-2-3.8 I .. Alb1rM1yV___ - y siSources E�rt HEf�� Garrnin US yS:�li terms I Cf#EP c.ou'd ear � urces Esri,wL f E rrni USG�� t rratap If�CREtv1EhJT p,N .Can, Esri7Ajpzrkjt 171, Esri RCan Esri Iap�t t 1ETl� Esrl,Cl71r� ( j K�rs11, E�ra�l l�013 ' c' � t � . - tf�jna(Hong Kong) Esri Korey.Esri.: tl nd}.NG 17� Rer�St eettvlap contributors and �Thalt nn}`f i t ; !pen tie 1�J '€qo s 5 taf rtci the JS I f.l125_, GIS User Corr�iuf User� RFr�r�'it�r,?Es r1E'FEarnifPS 7. 1�.-�d 5 :_F Part 1 /Question 7 [Critical Environmental Yes Area j Part 1 /Question 7 [Critical Environmental , Reason:Benefit to human health& protect drinking water, Reason:Protect !Area- Identify] public health, water, vegetation, & scenic beauty, Agency:Suffolk County, Date:3-16-90, D_ate:7-12-88 P rat 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes —�I i Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 /Question 15 [Threatened or No !Endangered Animal] (Part 1 /Question 16 [100 Year Flood Plain] No j Part 1 /Question 20 [Remediation Site] No RECEIVED AUG 2 / 2025 ZONING BOARD OF APPEALS Short Environmental Assessment Form - EAF Mapper Summary Report j Town of Southold n1 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 007.00 _02.00 _001.000 The Application has been submitted to(check appropriate response): Town Board 13 Planning Dept. 0 Building Dept. 0 Board of Trustees ONG F AI PEALS BOARD 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: AREA VARIANCE FOR DEMOLITION BY TOWN CODE DEFINITION AND RECONSTRUCTION OF EXISTING SINGLE FAMILY RESIDENCE WITH+/-28 SF FOUNDATION ADDITION WITHIN FRONT YARD SETBACK. Location of action:3549 CLAY POINT ROAD, FISHERS ISLAND, NY 06390 RECEIVED Site acreage: 1.33 ACRES AUG 2 / 2025 Present land use: RESIDENTIAL ZONING BOAR OF APPEALS Present zoning classification:R-120 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:EDWARD A. HARVEY AND MARY H. HARVEY (b) Mailing address:36 GREAT ELM DRIVE, SHARON, CT 06069 (c) Telephone number: Area Code ( )860-248-9190 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY N/A - MINOR EXEMPT ACTION Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 11 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes D No ® Not Applicable RECENED ( � QUG 2 NING RD OF APPEAi_s Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria R Yes E No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 0 No ®Not Applicable Attach additional sheets if necessary Policy 6.. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes © No® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable ro�_ RECEIVED G 2 7 2025 ZONINU BOARD OF APPEALS Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesEl No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable CEIVED ('„! AUG 2 7 205 - Attach additional sheets if necessary ZONING BOARD - PEALS Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Created on 512510511:20 AM I Board of Zoning Appeals Application RECEIVED 0 OWNER'S AUTHORIZATION AUG 2 7 2025 (Where the Applicant is not the Owner) ZONING BOARD OF APPEALS Edward A. Harvey and Mary H. Harvey 36 Great Elm Drive I, residing at (Print property owner's name) (Mailing Address) Sharon, CT 06069 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) Finnegan Law, PC our to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. By signing this document,theTroperty Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold-any variance granted by the Board of Appeals shall become null'and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date,of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms.. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TEVIE FRAME DESCRIBED HEREIN. (Owner's Si nature) Edward A. Harvey (Print Owner's Name) i .. (Owner's Signature) Mary H:'Harvey Print Owner's Name) RECEIVED Board of Zoning Appeals Application AUG 2 7 2425 OWNER'S AUTHORIZATION ZONING SOARO OF APPEALS (Where the Applicant is not the Owner) Edward A. Harvey and Mary H. Harvey I, residing at 36 Great Elm Drive (Print property owner's name) (Mailing Address) Sharon, CT 06069 do hereby authorize MARTIN D. FINNEGAN, ESQ. (Agent) Finnegan Law, PC our to apply for variance(s) on ity behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that pursuant to Chapter 280- 146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. (Owner's Signature) Edward A. Harvey (Print Owner's Name) fqc, � r+ J ( ner's Signature) Mary H. Harvey (P(nt Owner's Name) RECEIVED eC(,g_AUG 2 7 2025 APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart of town officers and emplovees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Harvey, Edward A. and Mary H. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. X YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this ��47 day of June ,2025 Signature c�L W ,d • l�!� Print Name Edward A.Harvey Signature Print Name Mary H.Harvey RECEIVED APPLICANT/OWNER AUG 2 7 2025 TRANSACTIONAL DISCLOSURE FORM 20NING BOqnp OF ppA The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The uurrnb�d�n� this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Harvey, Edward A. and Mary H. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. X YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of June ,20.25. Signature Print Name Edward A.Harvey Signature - f Print Name Mary H.Harvey RECEIVED tNP� AUG 2 7 2025 AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ZONING BOARD OF APPEALS The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME : MARTIN D. FINNEGAN (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship" includes by blood,marriage,or business interest."Business interest" means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. X YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this c da of August 2025 Signature Print Name MARTIN D. FINNEGAN r a 1 1 � I • _ t � I IW� , Vt r. 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'���3'�"���'�. •1R� �+4��� �:,+�+:;s:+�:.•„..�-s-..� _..,,_•-, -.__ -'_ __ 1R k -AsA. q N• V a t , "A ' t � I •�A Yl�.SA. .L�..•µC� - rNo t -d.PP'� - f' '". � i ti� +�cs.H�� •.2Y war v v7� r l^'�,,. �1 t: l r •� �J� A, ryy it - ,T R;y. a � ,r �y�a •�, a}�y. •1:�J{�. � c1 s1 �{4�y, �,iy�i.+'� $� ��� � \ V,rv. � � 'C' —t '4 yj ,� �� i�. tV.os �;*K. t a -- s sail— e�� RECEIVED AUG 2 7 2025 ZONING BOARD OF APPEALS + I Invomw wmiat677,r }. I -lC'. �t .a.�.3¢• � r ",y,�`{.�°R'�'�`��•,t€y�[,�` ✓ •t,.X ` v '�, " vr^s'..- ,.Q''- �",i.q. '� Z„'-� (a. ��k!.''w `�`�.�-1'�,�,�°'4 1y�'�y� �( $•�� '�q �';' � rFil, `r�.�r'�{;e �}`Y.1�,� '.. f. f �`4 � h F::: F � , l°'-`X,•• ....��,yl �,w+.. r v �� �^."• �v��x+4 _+ '� ,-�� '; r�i�Y'"y^,;�*,,�'• - �,� 1. �-�t<a �,,�, 3Y.�r� ry2• �. y y -. .�. t'}`^r Jdf' 'y.'�'.'! ,{ r A '`fra'^�a r r!j � t " sat i�,b1 N r iN• �# a�j er+lY� s .r' �r.. ����A�"`r �A .�7i,�`Cr �'� �.`r.29. %�� 8jry� Z' t�iR'}r�C �r�,°'+9,�A '���$.�',�? �r� �.- e,i FY�,�''��!?j'`. � dl,�'+��r 7.� � ��'• w z ; �.� � ����y ' � ''� _��' � � f f t "sir s C: c ''t• .•.� `,n• ', �` "'.. -.''.-'yt rp if }`y+ ,• JY .4� y 3i.'o'er Y^�,•`�, i(�''� � , � :�Y. . f� J' TOWN OF SOUTHOLD PROPERTY RECORD CARD NER )a, fSTREET q- VILLAGE DIST. SUB. LOT YLAS01 CAI ZIR. rER NIR IN E Zrw r, r ttL> r S W TYPE OF BUILDING LAW n� Qk_ VP IRE0 SEAS. VL. FARM 1COMM. CB. MISC. Mkt. Value LAND imp, TOTAL DATE REMARKS Ja_-(A­ Nib ;g 1Y CD 0 a 1) V/EA-ro B P I gif 7S- ✓ L C I. RC5('S 0 la,c 1 . 12-'V 9 0 L q Clos(j ZI -7 BU�JDIV&&o T -----------NEW NORMAL--------- BELOW ABOVE 4bbq­L I Qr;ASjj tv yqfv�v 0 FARM Aere Volt4o Per Value ivAl? ,Acre-,V0k,:,,( ... ..... Tillable I a 4 6 Tillable 2 Tillable 3 0 Woodland Swampland FRONTAGE ON WATER 00 Brushland FRONTAGE ON ROAD House Plot DEPTH C BULKHEAD Total DOCK ti •jig,-"d? -r i�' �• EL��'. ■■■■N ■■■■N■ IMMOMMEM■ a . a ` d; �■ v.�_1 � �i�" • ■� NOM■■■■ ■■N■■■■■ A Ord cr h ,x MEMO ■ MEN iil ■■■■■■■■■■ ■ i.All , tk-A 6: �+'�r=: . ' , � � ■■■ ■�mom�Ell■■■■■■■■■■■■ '1■■■■■■ ■■■■■Ilt�u■■■■■■■■■■ ■■■■■■. .■■■■■t l■.■■■N■■■■■ • ■■■■■iiii■■i��r'ii■■■■■■■INN ■ �■ Foundation :. . .1 • r r?► I asement # •• Interior Finish : •- ••• !Rooms I st Floori® •• - -• • ••• lRooms 2nd Floor ® I ormer Driveway ■ r i ftceftD AUG 2 7 2025 I ZONING BpgRD Ole gpPEgLS IIIIIII IIII llffl!lfll IIIII 1111,1111,1111,11111 ININ i fillll 11111111111111 IN SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 12/02/2019 Number of Pages: 4 At: 10:15:55 AM Receipt Number : 19-0225353 TRANSFER TAX NUMBER: 19-12715 LIBER: D00013038 PAGE: 084 District: Section: Block: Lot: 1000 007.00 02.00 001.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $704, 000. 00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20.00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO EA-CTY $5 .00 NO EA-STATE $125. 00 NO TP-584 $5. 00 NO Notation $0. 00 NO Cert.Copies $0 . 00 NO RPT $200.00 NO Transfer tax $0 . 00 NO Comm.Pres $11, 080 . 00 NO Fees Paid $11,475.00 TRANSFER TAX NUMBER: 19-12715 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County iRDED -" f 2019 Dec 02 10:15:55 AM � JUDITH A. PASCALE Number of pages CLERK OF SUFFOLK COUNTY L D00013038 RECEIVED This document will be public P 084 record.Please remove all DT# 19-12715 Social Security Numbers AU6 2 7 2025 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing StZiPNING BOARD OF APPEALS 3 FEES Za Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 -5 Sub Total Notation SpecJAssit. or EA-5217(County) S_ Sub Total SG Spec./Add. EA-5217(State) TOT.MTG.TAX — Dual Town Dual County _ R.P.T.S.A. ���///���"' Held for Appointment J Comm.of Ed. 5. 00 Transfer Tax �______ •Affidavit . Mansion Tax _. 5(� The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 3G S family dwelling only. Sub Total YES or NO Other _ Grand Total S T-1 If No,see appropriate tax clause on y page# of this instrument. 3111 _ G 5 4 Dist. 19035165 ioao 00700 0200 001000 :•000 5 Community Preservation Fund Real Prope RP T A IIWIIIWIIWIWI� Consideration Amounts , Tax ServicE C1NFl , - Agency 01-0tOV-1 CPF Tax Due $ Verificatio Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land DAVID WORTHINGTON OLSEN,ESQ. y TD /0490 OLSEN&OLSEN,L.L.P. TD P.O.BOX 706 CUTCHOGUE,NY 11935 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name Fidelity National Title Ins. Co. www.suffolkcountyny.gov/clerk Title# 44at-s-90 9404 04 > . S . Suffolk Coun Re-cord ing & Endorsement Page This page forms part of the attached DEED made by: (SPECIFYTYPE OF INSTRUMENT) MARSHALL L.POSEY,JR.,AS TRUSTEE U/W/0 The premises herein is situated in MARSHALL L.POSEY FBO MARSHALL L.POSEY SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD EDWARD A.HARVEY and MARY H.HARVEY In the VILLAGE or HAMLET of FISHERS ISLAND BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over CONSULT YOUR LAWYER Bi E SIGNING THIS INSTRUME NT•THIS INSTRUMENT SHOULI SED BY LAWYERS ONLY THIS INDENTURE,made the jday of September,two thousand nineteen, i�g 1 MARSHALL L.POSEY,JR.,as Trustee of the Trust UMI10 Marshall L.Posey FBO Marshall L.Posey,Jr. v GST Exempt,1731 Valence Street,New Orleans,Louisiana 70115, party of the first part,and EDWARD A.HARVEY and MARY H.HARVEY,husband and wife,180 Lime Rock Road,Lakeville,Connecticut 06039, party of the second part, WITNESSETH,thatthe party of the first part in consideration of Seven Hundred TWAT-Four Thousand and001100" Dollars($704,000.00)paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, All that certain plot,piece or parcel of land situate,lying and being at Fishers island,Town of SoutholdCounty,of Suffolk and State of New York,being more particularly bounded and described as set forth on Schedule—A heieto. BEING AND INTENDED TO BE the same premises conveyed to Marshall L.Posey,Jr.and Ann•P.Ferguson,as Trustees of the Trust U1W10 Marshall L.Posey FBO Marshall L.Posey,Jr.GST Exempt by deeds to-respecitive undivided one-half interests recorded in the Office of the Clerk of the County of Suffolk on February,25,1999 in Liber 11947 at pages 677 and 678,respectively,the said Ann P.Ferguson having resigned as Co-Trustee of such Trust in 2007. �J„��,,l)_ RECEIVED AUG 2 7 2025 ZONING BOARD OF APPEALS TOGETHER with all right,title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the parry of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word`party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and yearfirstabove written. IN PRESENCE OF: Marshall L.Posey,Jr.,as Trustee ek of t lac Tr 6t Viwft) IM n,s halt L. poser F80 N A(36ll L. PoSPy j TR. GST EKrtirpf Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Ads—Uniform Acknowledgment TO BE USED C` ", 111 HEN THE ACKNOWLEDGMENT IS MADE IN NEW Y ;TATE State of New York,County of Suffolk ss.: State of New York,County of SS.:' On the 10 day of September in the year 2019 before me,the On the day of in the year undersigned,personally appeared before me,the undersigned,personally appeared Marshall L.Posey,Jr. personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that subscribed to the within instrument and acknowledged to me that the executed the same inj*capacity,and that by hksignature he/she/they executed the same in his/her/their capacities,and on the instrument,the individual,or the person upon behalf of that by their signatures on the instrument,the individuals,or the which the/ind* idual acted,,executed the instrument. person upon behalf of which the individuals acted,executed the instrument. axe tra:2 .1Z _ Notary Public r�,:J..,tfF&2-Z .�a3• Notary Public OQD— (signature and office of individual,4aking acknowledgmanD rX AU G 2 7 2 025 -` ••+.• •Cs V.'TO`BE•�USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSI r;NEW YORK S��NIN qp �'Statg of,�istrib;of Columbia,Territory,or Foreign Country)of as.: OAMd OF , WEALS On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(les),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument,and that such individual made such appearance before the undersigned in the in the (insert the City or other political subdivision) insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS Title No. � � vo 3 5 DISTRICT 1000 SECTION 007.00 MARSHALL L.POSEY,JR.,as Trustee of the Trust BLOCK 0 LOT 001001:000 UIW/O Marshall L.Posey F80 Marshall L.Posey,Jr. COUNTY OR TOWN SUFFOLK-SOUTHOLD STREET ADDRESS 3549 Clay Point Road To Fishers Island,NY 06390 EDWARD A.HARVEY and MARY H.HARVEY RETURN BY MAIL TO: S TA N DA RD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by CwT�05 N� A1y RESERVE THIS SPACE FOR USE OF RECORDING OFFICE SCREDULE A FIDELITY NATIONAL TITLE INSURANCE COMPANY TITLE NO.7404-005822 RECEIVED (Description of the Land) AUG 2 7 2025V�4 For Tax Map ID(s): 1000-007.00-02.00-001.000 ZONING BOARD OF-APP_ LS ALL that certain plot, piece or parcel of land,situate, lying and being in the Town of Southold, Suffolk County, New York, being part of that portion of Fishers Island, belonging to the grantor(which portion is hereinafter called the"Park")lying easterly of the following line: BEGINNING at the southeasterly corner of land owned by the United States known as Fort H.G.Wright Military Reservation, Mount Prospect Tract, on the shore of Block Island Sound,on the Atlantic Ocean; RUNNING THENCE northerly following the East boundary of the said land of the United States to the southerly line of East End Road (sometimes called Oriental Avenue)and which point is the northeasterly corner of land of the United States; thence crossing the East End Road the following same course as last to the shore of West Harbor or Fishers Island Sound; said lot or parcel of land being bounded and described as follows: BEGINNING at a stone monument on the southeasterly side of a road 40 feet wide,said monument being 7505.46 feet West of a point which is 1351.05 feet South of another monument marking the U.S. Coast and Geodetic Survey Triangulation Station"Chocomount 2"(which said"Chocomount 2"monument is located on the summit of the highest hill on Fishers Island, N.Y. about 2 1/2 miles West of the eastern end of Fishers Island and lies South 79 degrees 29 minutes 46 seconds East of North Dumpling light on Fishers Island Sound); RUNNING THENCE South 15 degrees 22 minutes 10 seconds East 194.65 feet to an iron pipe; THENCE South 62 degrees 28 minutes 40 seconds West 261.78 feet to a stake set on the northeasterly side of another road 40 feet wide; THENCE along the northeasterly side of said road North 24 degrees 36 minutes 50 seconds West 12.02 feet to a stake marking a point of curve to the right whose radius is 483.72 feet and the direction of whose radius at that point is North 65 degrees 23 minutes 10 seconds East; THENCE northwesterly still along the northeasterly side of said road (and following the arc of said curve) 76.66 feet to a stake; THENCE still along the northeasterly side of said road North 15 degrees 32 minutes West 66.12 feet to a stake marking a point of curve to the left whose radius is 405.61 feet and the direction of whose radius at the point is South 74 degrees 28 minutes West; THENCE northwesterly along the northeasterly side of said road (and following the arc of said curve)50.03 feet to a stake marking a point of curve to the right whose radius is 36.22 feet and the direction of whose radius at the point is North 67 degrees 24 minutes East; THENCE northerly along the easterly side of said road(and following the arc of said curve)60.72 feet to the stake set at the intersection of the northeasterly side of said road with the southeasterly side of the road first above mentioned; THENCE along the southeasterly side of said road North 73 degrees 27 minutes 10 seconds East 232.38 feet to the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commitment for Tile Insurance Printed: 09.03.19 Q 02:21 PM Schedule A-1 Desc iption NY-FT-FRVH-01030.431004-SPS-1-19-7404005822 RECEIVED FINNEGAN LAW, P.C. 13250 MAIN ROAD AUG 2 7 2025 P.O. BOX 1452 MATTITUCK,NEW YORK 11952 ZONING BOARD OF APPEALS (631) 315-6070 MARTIN D. FINNEGAN, ESQ. MFINNEGAN@NORTHFORK.LAW By Hand W.7k August 27, 2025 Ms. Leslie Kanes Weisman, Chairperson ' RECEIVED Town of Southold Zoning Board of Appeals 'AUG 2 7 2025 54375 Route 25 PO Box 1179 Southold, NY 11971-0959 ZONING BOARD OF APPEALES Re: Area Variance Application Owner: Edward A. Harvey and Mary H. Harvey Premises: 3549 Clay Point Road, Fishers Island, NY 06390 SCTM #1000-007.00-02.00-001.000 Dear Chairperson Weisman and Members of the Board: With respect to the above-referenced application, enclosed please find a check made payable to the Town of Southold in the amount of$750.00 representing the required filing fee and an original and seven (7) copies of the following documents for your review: 1) Notice of Disapproval dated July 1st, 2025 and Building Permit #51905- Z. 2) Area Variance Application, including an attachment of explanation. 3) Project Description and Questionnaire Form. 4) Short Environmental Assessment Form. 5) Local Waterfront Revitalization Program Consistency Assessment Form. 6) Owner's Authorization. 7) Transactional Disclosure Forms for Applicant and Agent. 8) Color photographs of the subject premises. 9) Certificate of Occupancy and active Building Permit #51792-Z. 10) Assessor's Property Record Card. 11) Current Deed. 12) _ Eight (8) survey prints prepared by CHA Associates dated 7/25/2025. 1 13) Eight (8) site plans prepared by CHA Associates dated 8/29/2024 and last revised 5/6/2025. -- 14) Two (2) original and six (6) photocopy sets of architectural plans prepared by Wesketch Architecture, Inc. dated 12/10/2024. Kindly advise if you require any further documentation to place this matter on your next available agenda for a public hearing. Thank you for your consideration. Ve y yo s, RECEIVED Ma n an AUG 2 7 2025 MDF/ao ZONING BOARD OF APPEALS Encl. ZBA CHECK FEES - 2025 Funding Account-B2110.10 DATE NAME ZBA FILE q FEE CHECK k DATE SENT TO TCO 8/20/2025 Boger,Scott 8058 $750.00 4837 !}f3S1`i825 L t-d21 Kensington Capital Partners, 8/20/2025 LLC/Mirro,Justin 8059 $1,250.00 1953 9/2/2025 8/27/2025 Calarco,Christine 8061 $750.00 1560 9/2/2025 8/27/2025 Brzozowski,Nathan 8060 $750.00 2102 9/2/2025 9/2/2025 Harvey,Edward 8062 $750.00 1561 9/2/2025 $4,250.00 RECEIVED SEP - 3 Zp4 Southold Town Clerk owri bf Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/03/25 Receipt#: 344587 Quantity Transactions Reference Subtotal 1 ZBA Application Fees 8058 $750.00 1 ZBA Application Fees 8059 $1,250.00 1 ZBA Application Fees 8060 $750.00 1 ZBA Application Fees 8061 $750.00 1 ZBA Application Fees 8062 $750.00 Total Paid: $4,250.00 Notes: Payment Type Amount Paid By CK#4837 $750.00 Boger Construction CK#1560 $750.00 Finnegan, Law P. C. CK#1561 $750.00 Finnegan, Law P. C. CK#1953 $1,250.00 Kensington Capital Partners, LLC CK#2102 $750.00 Nathan Z Brzozowski Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Finnegan, Law P. C. PO Box 1452 Mattituck, NY 11952 Clerk ID: JENNIFER Internal ID: 8062 j TOWN OF SOUTHOLD ZONING BOARD OF APPEALS Appeal No. SOUTHOLD, NEW YORK "���� AFFIDAVIT OF In the Matter of the Application of: MAILINGS Edward A. Harvey and Mary H. Harvey (Name of Applicant/Owner) 3549 Clay Point Road, Fishers Island SCTM No. 1000- 7-2-1 (Address of Property) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1, ( ) Owner, ( V) Agent MARTIN D. FINNEGAN, ESQ. with offices at �t 13250 Main Road, Mattituek New York, being duly sworn, deposes and says that: r On the 12th day of November , 2025, I personally mailed at the United States Post Office in Mattituck , New York, by CERTIFIED MAIL, RETURN RECEIPT REQUESTED, a true copy of the attached Legal Notice in Prepaid envelopes addressed to current property owners shown on the current assessment roll Verified from the official records on file with the (V) Assessors, or( ) County Real Property Office, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) ANNALISE OUELLETTE Sworn to before me this` day of November 32025 NOTARY PUBLIC-STATE OF NEW YORK No.010U6409457 - Qualified in Suffolk County My Commission Expires 09-28-20.28 (Notary Public) PLEASE list on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. All original LISPS receipts and mailing confirmations to be submitted to the ZBA Office along with this form completed, signed and notarized. Drawing Copyright©2024 TEST HOLE DATA LEGEND ^ OBSERVED BY: RICHARD STROUSE, P.E., IL.S. (CHA) I 10/15/2020 PROPERTY LINE 'r 0"-12" TOPSOIL NTH SURFACE BOULDERS ABUTTERS LINE WI -- 12"-31" SANDY SUBSOIL EDGE OF PAVEMENT y"p -e 31"-17' SILTY SAND WITH FEW FINES EDGE OF GRAVEL BRUSH LINE 400 Capital Boulevard,Suite 301 GROUND WATER NOT ENCOUNTERED Rocky Hill,CT 06067 EXPECTED SEASONAL HIGH WATER BELOW ELEV. 15 / OVERHEAD WIRES O/W 860-257-4557 1 www.chacompanies.com SOIL CLASSIFICATIONS / NOW OR FORMERLY N/F UTILITY POLE -�- NY Certificate of Authorization#0021745 ReC - RIVERHEAD VERY STONY SANDY LOAM 8-15% SLOPES / FIRE HYDRANT / BOUNDARY POINT o WEST �A SEPTIC SYSTEM UPGRADE FOR 7 BEDROOMS EXISTING 4 BEDROOM, 1 STORY. '� �"-�'�" SINGLE FAMILY RESIDENCE TO REMAIN / ­_- HARBOR PROVIDE 2 L.F. 4" C.I. PIPE BETWEEN ADDITION AND CLEAN-OUT AT CONNECTION TO � EXISTING SEWER LINE. �� CE �� LOCATE CLEAN-OUT 2' FROM FOUNDATION WALL. �.�'s 1l L �� �° SITE PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM - MODEL CEN 10 \j�r�'/'° WITH 90 DEGREE INLET ADAPTOR (1000 GPD CAPACITY - MAXIMUM 9 BEDROOMS) THREE, EXISTING LEACHING POOLS WITH 24" SPACER, PROVIDING 534 SF OF LEACHING AREA TO REMAIN ,_ WASTEWATER TREATMENT SYSTEM SHALT_ VENT THROUGH 7HE SEWER PIPE. A HOUSE / GE -- ti. \ �� i "ti``',� (- 1351 05 TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS REQUIRED PROVIDE GRAVEL DRIVEWAY & - �' rtr.r PARKING AREA AS REQUIRED (TYP) eU ; ----�- - I `\4 �1 SITE DEVELOPMENT PLAN G O R � �� PREPARED FOR INVERT ELEVATIONS - ; , � '°' t `; ' OUTLET AT HOUSE - 34.0 �` 1 1 TANK INLET - 32.17 { PROVIDE do MAINTAIN A CONTINUOUS LINE OF EDWARD A. HARVEY & TANK OUTLET - 32.00 r / �% �'" R' hNCY E. HUNT & MARY H. HARVEY SILT FENCE THROUGHOUT CONSTRUCTION i '�� 4 J.� t v. 1V :r DISTRIBUTION BOX INLET - 30.5 (TYP, SEE DETAIL) '� !! '` '` 711'7+°v / I '`'� n, DISTRIBUTION BOX OUTLET - 30.30 1 / /// / O"� ALL� 1 H. T�„n��.� t� FAftl^J 3549 CLAY POINT ROAD 7=``�� 0 /!l-,--��, CF?Er;<Y C/AO 1"v1�tt�t t � � LEACHING POOL INLETS - 30.0 r� EL cTPi Er LAND" BOTTOM OF LEACHING POOLS - 22.5 N ' r f{E '= j / /HERBY �f; " i / 'VACANT L N1 EI�cE - FISHERS ISLAND, NY w - `' ' LOAM, SEED do STABILIZE ALL 0�+ ' "1 DISTURBED AREAS (TYP) LOCATION MAP SCALE 1 "=400' " 1 - LAND°', , a U`.JTCRC,` < .J PROPANE � i ff IE�6'RY ",,�,,. ,M q BRUSH I MAP REFERENCES DRAINAGE CALCULATIONS TANK '` �t-iNE -REE LINE / J PROVIDE CONCRETE 1. SURVEY MAP PROPERTY TO BE CONVEYED TO ANN P. FERGUSON PROPOSED ROOF AREA = 3,520 SF (HOUSE) ,% r i / / , / j WASHOUT PIT O & MARSHALL L. POSEY, JR. BLOCK 29 LOT 10 FISHERS ISLAND, NY 624 SF (GARAGE) �/f l P i /` R \ �! (SEE DETAIL) CHANDLER PALMER & KING ARCHITECTURE ENGINEERING AND },r � I / / A M1 SURVEYING 110 BROADWAY NORWICH, CT 06360 860-889-3397 FAX REQUIRED = 4,144 SF X 2 IN/12 IN/FT = 691 CF / / PROVIDE 86-886-7801 I( ( L=60.72 - ---� `� `� (P r r 1. t 6'0 X 8' DRY WELL DRY WELLS . 691 CIF 28.27 CF VF = 24.5 VF REQUIRED Ct� O / f FOR OUTSIDE SHOWER / / ( ,Vt. , / PATIO t ( DISCHARGE NOTES USE FOUR (4) 6'0 X 8' DEEP DRY WELLS \ t jt j J! jl c BOUs DILIR (TYP.)( /" PLAN `•`��� / I I J Eyisrwc rio(�ml- I J) 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE Q.. ICI c, PROPOSED 2 STORY INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE l ` _ J > 2 BEDROOM ADDITION (TYP) PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR �v l" ` r - - r ! i �,y FF=±40.6 (VIF) �5'-0"� EXCEEDS THE SCOPE OF THE ENGAGEMENT. All 7 / Cfc�tinr✓1 �"i ___----� " ,ylp r.. , f 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY - EXiTIr;C y...�TEP SER ,' r �. OF NEW "` a�`i ❑❑ ❑❑0 ❑ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED �� Y �\ (I0 REP.�rti'ti) � r �` C,-fk , ,.•,.., ...��.;. 1 / I� ;�N � ; G ❑❑ Q F1 a ❑ 1 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. A, Q; M. P,q 4 \ p _'` r 1 t �'Y APPROXIMATE LIMITS OF ❑❑ 0 0 0 ❑� .�� 9� '9 ,;., . a r PATIO _ N c I t ❑❑ Ooo ❑❑ 2 , --,:,- ` ems;• ,. DISTURBANCE ±23,500 SF - ❑❑ 000 ❑❑ 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND * 2 `� 1 CC g- - 10 I SURVEYORS SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL o / ,• r / ''' Cl.r R,Y I ❑❑ 0 0 0 ❑❑ - ARE THE PRODUCT OF THE LAND SURVEYOR. CNi f F?Y'' ,per":.., / E^f CF'LaR � �� O 0 ED O 0 0 O -r> 4. COORDINATE DISTANCES ARE MEASURED U.S. COAST AND OA 09g53� �. ° °. .. .> On 0 0 0 ❑❑ GEODETIC SURVEY TRIANGULATION STATION CHOCOMOUNT 2 R P`' I g ifi ' ( OF SS`ON I6sfrra "'"' ` IMi; 'r,; f ❑� 0 0 0 ❑❑ 24" SPACER 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX ` ❑❑ 0 130 MAP 1000, SECTION 7, BLOCK 2, LOT 1. rr IS A MO ATM of uw FOR MY POtSOK LUM ICY AM \ \ \ TREE CF'EFt°Y 'ry 10rr PROTECT EXISTING WATER SERVICE TO l - g r, ;° ACIMG UNDER THE DIRECDON OF A UCENSED PROFESSIONAL r - _ a •�� *`Y:; CHERRY t Y 6 ��D MEER,ARCHIECT,LANDSCAPE AROM=OR LAND REMAIN THROUGHIOUT CONSTRUCTION ` \ \ e� f j �` 7�' - v ` VERTICAL DATUM IS BASED ON NAVD88 70 36 '�,^ `• PROVIDE W SCH 40 PVC AIR LINE TO BLOWER ALTER AN M ANY WAY.IF AN nfu eEARetO THE n _ '''„ ''.,i, INSTALL PER MANUFACTURER'S RECOMMENDATIONS STAND OF A LICENSED PROFESSIONAL a M. TWT THE ALTI7UIG ENGMEER ARCHTECT LANDSCAPE ARCNnECT OR LAND r, 7. TOTAL AREA = 1.33± ACRES. ►aTT SURae AuEREn eFau owEnAMP M DO °'er> siuREittE ;J''`� <' `� " ` / DATE OF SUCH ALTERATION,AND A SPECM I)MM 7ION iz_ \ '` � '_ \✓ EXISTING LEACHING POOL DETAIL oF,NE AL,ERAn«+ \ I � '�- ! '\ \ . _ � . �" • 4 ,. � 8. SITE IS LOCATED IN ZONING DISTRICT R-120. (, tE R ,, �,. \ I.%� / � � NOT TO SCALE SEPTIC do REPLACtE EXISTING 2,000 GALLON \ \ l 3 t 1 "a' OVERRY 9. THERE ARE NO DOMESTIC WELLS WITHIN 150 FEET OF THE :SEPTIC TANK WITH FFJJI CEN-10 WASTEWATER �, 1 "'� � �``~` ��� \ r f � � \ � 'l / PROPOSED DEVELOPMENT. I ,. : TREATMEENT SYSTEM (SEE DETAIL) °� � °� j �� c^,av„L �\•,� � ``,%: '".. :�; /. 5.6�, / I I l` ' / lit r�{ _'� .`\ \® s PARKING AREA C/ycCi ,.,; �.ao/ �, / iI_!! l ` / `,'$. crc'F'Y � ' �► SILT FENCE �vs � } / \ \ I � WOVEN WIRE FENCE (MIN. 14 �C("")t1 f �! \ f �`�` ! wU jl I M GAUGE W/ MAX. 6" MESH /�E \ i 1 �, �� O I� ,\ M° / " SPACING) GE�VEp \ ' ,/`� / \ �` I j `' MAX. CEN TF G Z I \ <: t. 36 MIN. LENGTH 2r7 5 \,_ (� I TER FENCE POSTS Z 50% EXPANSION AREA ( t ' �_. / ( O } _ `,/ - o o \\ . i II DRIVEN MIN. 16" ON/NG BOAR > (TYP) {� o \ / / u ,� 15" ! INTO GROUND 0 OF ! - 1 Z \\ Eti FPFROP3SED DRY GARAGE II ~� { l `, ``'�, ' ` .(�� �° � 1 I r �� \ / \ I HEIGHT \ �" p , V \ Tt L }" / CONTROLS & ALARM /\ 4 OF FILTER .. �'`` �>3O�.�LDEP SLOPE � PROVIDE SYSTEM \\ \\/\\/\/\ � _ " \� MOUNTED TO BUILDING EXTERIOR 16 MIN. PROVIDE WEATHER PROOF ENCLOSURES BENCHMARK: NA► / AS REQUIRED (TYP) o� \ \\ \\ PEN �, (;ALL COMPONENTS TO BE HARD WIRED) F� O� \ 6" MIN. ,---- -pt ------ 15 AMP 150 RIII Q REMOVE PORTION OF EXISTING EL=34.60 �,/ I I------ 15 AMP BLOWER � PARKING AREA OVER EXISTING 1 DISTRIBUTION BOX PROVIDE FUJIMAC 15OR11 BLOWER IN VENTED ---� ---� ALARM STRAW BALE BINDIER FINISH WITH LOAM do SEED REMOVE do DISPOSE OF ENCLOSURE ON CONCRETE PAD PERSPECTIVE VIEW - _-- ____; PLASTIC LINING WIRE EXISTING DRY SHED 1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS FUJI CLEAN o. Submittal Revision App'd By Date NATIVE MATERIAL -t..=76.55' t�� PROTECT EXISTING LEACHING POOLS & 2" PROVIDE 6" SDR 35 WOVEN WIRE FENCE (MIN. 14 I CONTROL PANEL 1 SCDHS COMMENTS PMP 10/07/2024 o (OP nONAI-) DISTRIBUTION BOX TO REMAIN �, �' � ROOF DRAIN( OUTLET 1/2 GAUGE W/ MAX. 6" MESH I I MAIN PANEL � THROUGHOUT CONSTRUCTION O 0.5% MIN,. � i SPACING) WITH FILTER CLOTH ? MODIFIED BARN PROVIDING ±534 SF OF LEACHING AREA 2 PMP 04/09/2025 In SECTION EI-BCAL ( CONNECT TO EXISTING / LOCATION METAL STAKES D OR NOT TO SCALE \ DISTRIBUTION LANK ET / / �� PROVIDE 36" MIN. FENCE POST UNDISTURBED N WIRING SCHEMATICLO SETBACK 00 j (2 PER BALE) / >�',� 6'0 X 8' DRY WELL FLOW )II GROUND NOT TO SCALE 3 DIMENSION PMP 05/06/2025 � �':�0� /7 FRt;f K �1,. & GRACE BURR FOR ROOF (RUNOFF ISINFECTION w _ _ 6cj2j �2 �, (TYP, SEE DETAIL) \���/� CYLINDER OPTIONAL 'Tj• 'VACANT LAND /r Z 20" MANHOLE (TYP 20" MANHOLE (TYP 24" MANHOLE (TYP = N/ SEAS COMPACTED SOIL \\ NI B (��� 10' MIN (�� B / _wp�v o �r 20 10 0 20 EMBED FILTER CLOTH o / A MIN. OF 6 IN GROUND N � � GRAPHIC SCALE IN FEET "4- 1'-4' 1'-6' Z VARIES E \ •� Q '� �` PROPOSED ROOF LEADER RESIDENCE SECTION VIEW �(a1 N 4'36'50" W_/ 0 ( _ 12.02' `� CONSTRUCTION SPECIFICATIONS w _ _ 4' PVC WYE o -=STIC --- OVERFLOW PROPOSED I 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH PLINING PLAN ��) BALE 4' PVC CUT MIN. 6" SOIL COVER WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE 6'-5. SEPTIC SYSTEM 1-1 o To LENGTH OR HARDWOOD. o NOT TO SCALE VER DRYWELL BLOCKS AND CATCH 5-2" 4'-11 1/2" 4'-11 1/2' BASIN GRATE 5 GRADE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH � CONCRETE WASHOUT PIT FILTER FABRIC � (NEENAH R-2525-F) OR EQUAL o TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE 00 NOTES: i 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL WOVEN WIRE, 6 MAXIMUM MESH OPENING. Designed By: Drawn By: Checked By: t` CONSTRUCTION, LARGER PROJECTS OR PROJECTS REEQUIRING so'BEND p po O o m 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY MP PMP % PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/'TRUCK, O SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH }. 4' SDR 35 PVC ; ® ° � Issue Date: Project No: Scale: Z 50 GALLONS/PUMP, PLUS MIN. 1 FREEBOARD). SLOPE AS REQUIRED 00 0 0 O SHALL BE EITHER FILTER X, MIRAFI 10OX, STABILNKA T140N, OR APPROVED V 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVEOD FROM O o 0 @ O EQUIVALENT. 08/29/2024 085015 1"=20' PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES scRfmAVEI OR o o m o o 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED w 75% OF ITS CAPACITY. EQUIVALENT. FUJI CLEAN CEN-10 Drawing No.: 0 1' 6' 1' NOT TO SCALE 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTrAINMENT 6 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL i STORMWATER DRYWELL DETAIL OF WASH WATER. NOT TO SCALE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. APP' RISER WA �� �� AT LEAST PR OR �'TM CODE SHEET 1 APPROVED SECONDARY SAFETY DEVICES SHALL BE FRONDED ai U_ - _ I Cc pyn,pt.ti 2015 IWO! s Way,'!!amsfield,C7 0,,326P C,I Piver D-M,, !,til Floor Fas!1-11"Irtford,CT 06108 WEST x-, HARBOR CEDAR-.- PLAN 10" PREPARED FOR: N,\N 11, MOH. p CHE R (FOUN0)1 `^�� EDWARD A. HARVEY S 1351.05 MARY H. HARVEY Rio 750 G W 5.471 { _ _�._� "tlw T BUSH— 3549 CLAY POINT ROAD C; On, a a �° ' \'� l ;�\� FISHERS ISLAND, NY F 0 NIF 0 -gb 4' NANCY E. HUNT & TWIN -7 CHERRY TMN ALLEN H. & TANIS MEAKIN ELECTRIC -/-:> /-- III/ QUAD Z= I CHERRY CHERRY 'VACANT LAND" BOX LA 00/- EDGE LEDGE OF )e,0% LAWN OUTCROP 8- t BRUSH LOCATION MAP SCALE 1 =.4-0' PROPANE CHERRY LINE TANK MAa-REOMM= 'TREE LINE (TYP-) 1. SURVEY MAP PROPERTY TO BE CONVEYED TO ANN P. F'ERGUSCIN- 0" '�Y CHERRY & MARSHALL L. POSEY, JR. BLOCK 29 LOT 10 FIFNERS ISLAND, CHANDLER, PALMER Sc KING ARCHITECTURE, ENGINEERING AND SURVEYING 110 BROADWAY NORWICH, CT 06360 860-839-33,27 FAX L-60.72' 00 86-886-7801 PATIO 2. PROPOSED SEP11C SYSTEM UPGRADE PREPA'.RLEC; FOP, EDWARD A. BOULDER P.) 0 HARVEY & MARY H. HARVEY 3549 CLAY POINT ROAD FISHERS -------;X;1S:TZ1N'G HOUSE ip -c lot !nD�i ISLAND, NY; SCALE:1" 20% DATE:09-16-2020, BY CHA `�^^- � ryr rr` / ' 38 0. CONSULTING ry MOH. P 12 NOMS w (FOUND) TWIN EXISTIN3 WATER SERVICE CHERRY�� NE 12" 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE wv (FO REMAIN) NE 'V 0 V, 13 CHERRY INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PATIO F. 13 A- PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR e C co 8 EXCEEDS THE SCOPE OF THE ENGAGEMENT. ' s- 40 TREE SHOWER ti 0 10 Cf IER 8 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY CH17PR CHER PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Or 4 LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY,-il V11 r 8 6 38 R BIRCH 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND \ �s� SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL L-50\0.3' TREE CHERRY ARE THE PRODUCT OF THE LAND SURVEYOR. 9" 12 7,A TREE CHFR IT IS A 4W", Or LAW MR ANY MM t0kCSS MY AM p, CHERRY Ar-IM th2V rk WC7104 OF A WVErJ PA%E--,3t3?iAi ed 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Irl- / M00%AftSWIT,LANDSWIF Ai-WTCT VP LOD GEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2 SAW"To KXR ON lea lk MY WAY.r AN My OWING 1w. STAW V A LMAD PROM,90NAL IS.ALTM7%YHE ALTa-WO DMC-7.0,VX(T IMMAPF AMM.1f OR UP-o ICHERF r("� jRvtYQR 94AU UAW THE DxNDO MD Mlu ME 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX NOTAIMIN*ALTe!,w_1 Pr FWD*D SY TmVR 9&�,A*Mf.WE *41�k 11 DAYE OP SUCH AMPAr.1N,AND A VIE,"0C&PPT04 8 MAP 1000, SECTION 7. BLOCK 2. LOT 1. X \CHERRY OF TW ALYVATOL ' ' -% CHERRY 6. VERTICAL DATUM IS BASED ON NAVD88. GRAVEL PARKING AREA 7. TOTAL AREA = 1.33± ACRES. 1' i \ \ v _ p� tiJJ O n C 14 \ la 10, 8. SITE IS LOCATED IN ZONING DISTRICT R-120. CHERRY 81, / / / �, n 1p s CHERRY l + 1 �\ ` t 1 C) 6" VCHERRY 0 C14 PROJECT LOCATION, # 3549 CLAD' POINT ROAD \ �' N o16" L4 i IS CHERRY FISHERS LAND, OD NEW YORK \1 �"'` '`� �`` TP.�E -7� RECEIVEI) P-) V LINE BOULDER SLOPE 1 AUG 2 7, 2025, -)a BENCHMARK: NAIL 20NIN 0 L= G BOARD OF APPIUS E34.60' Lu-m PROPERTY LINE ABUTTERS LINE f EDGE OF PAVEMENT 76.66' EDGE OF GRAVEL --- - - ----------- - - - - 5 . EXISTING CONTOUR ------- TREE LINE 0 NOW OR FORMERLY IV IF BOUNDARY POINT MERESTONE 0 NIF WATER VALVE OD -�< FRANK W. & GRACE BURR 'VACANT LAND" LLJ Ld < o N 24'36*50* W z 12.02' ca rn ui PLAN iNFOM.-IAMON Designed By:f Drzvw By Chc-:*.ed By: N B c CIB TO MY KNOWLEDGE ANID BELIEF, THIS MAP IS SUBSTANTIALLY Issue Late: Project No: Scalf,,: z < CORRECT AS NOTED HEREON. 7/2,512025 08501,15 1 20' uj Drawing No.: D 0 CRAIG P. BIGGER, L.S. #70413 DATE CL 20 10 0 20 > d SHEET 1 OF 1 GRAPHIC SCALE IN FEET .................... U.9.:Post 'S al e = rvi�ce� FIE• M EC 17-119011119W M ■ ce-RTI D A V R EIPT,,- WM:aM9z1W1 E*aMd Dornesitiomaif Only F 0194 39j` r![,,I� e 1-r-ki"g'!, -i� 5'! M S Certified Mail Fee o^I I Certified Mail Fee Extra Services&Fees(check box,a,$ld Mn Extra Services&Fees l0neCKDOX,add Me as Opp ate)Vf,,If CD ru El Return Receipt(hardcopy) rU El Return Receipt(hardcOPY) $—,I:U t, _ ---- E]Return Receipt(electronic) d.,1-1 61"q-i i�rlk "t l"I Postmark" $ Po�trn E]Return Receipt(electronic) $ M E]Certified Mall Restricted Delivery $ A; " E-3 E]Certified Mail Restricted Delivery $ r%-- Here r\:) Here Ii $ E] ru Adult Signature Required $ TIJ r%- []Adult Signature Required $ E] ---4 Adult Signature Restricted Delivery$U-) rufJ E]Adult Signature Restricted Delivery Postage E3 7 Postage $ T?fffos�a 1"12 rq L pe and Fees 2 1. Total Postage and Fees %, P- �1 0.77 44 r3 $ C3 S Er NW Parson Living Trt Sent To ------------- Er tre--Brat- LCMG FINY LLC 1:0 to T. Allen, H Meakin, R E Hunt i----------------- Ln PO Box 1139, cr C 81 Nanepashemet St Er R-y------ Stai 978 Oyster Ct Marblehead, MA 01945 Sanibel, FL 33957 StINDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Sign ture ■ Print your name and address on the reverse X EP<gent 1 so that we can return the card to you. 0 Addressee, 0 Attach this card to the back of the mailpiece, B. R ived-r4..,(P 011? C. DIteR2Sefiv�y or on the front if space permits. 1. Article Addressed to; D. 1§'deliver�address different Jhprn it jm 1? 0 Yes f YES enter delivery addresg'below, NW Par-son Living Trt I T. Allen, H Meakin, R E Hunt 81 Nanepashernet St Marblehead, MA 01945 17 �, 3. Service Type" 0 Priority Mail Express® El Adult Signature 0 Registered MaIITM 0 Adult Signature Restricted Delivery 0 Reistered Mail Restricted El Certified MOD z Delivery 9590 9402 9443 5069 4418 65 0 Certified Mail Res fr%led�Delivery 0 Signature ConfirmationTM ❑Collect on Delivery 0 Signature Confirmation IT—f—f-m sprvira label) El Collect on Delivery Restricted Delivery Restricted Delivery - I Mail 9589 0710 5270 2536 3734 71 1 Mail Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt ON DELIVERY SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION Signature u Complete items 1,2,and 3. A. 0 Agent E Print your name and address on the reverse X 0 Addressee so that we can return the card to you B C. Date of Delivery X Attach this card to the back of the ailpiece, . Received by Name) m or on the front if space permits. 1. Article Addressed to: D. Is delivery addreqs different from item 1? ElYes If YES,enter delivery address below: [3 No LCMG,,,FINY LLC PO Box 1139 978 Oyster Ct Sanibel, FL 33957 3. Service Type ❑0 Priority Mail Express® 0 Adult Signature 0 Registered Ma1lTM 0 Adult Signature Restriq1ted Delivery 0 Registered Mail Restricted af Certified MailO RPLI'I Delivery 0 Certified Mail Resifl6te-dMelivery 0 Signature Confirmation- 9590 9402 9443 5069 4419 19 0 Collect on Delivery El Signature Confirmation 2, ll 0 Collect on Delivery Restricted Delivery Restricted Delivery 9589 0710 5270 2536 3734_ 64 )Restricted Dbfivery- U PsForm:,381il,'J'ly2O2O�S�7EA6.-02-000-pp§q -. :Domestic Return Receipt MAILING LIST ZONING BOARD OF APPEALS VARIANCE APPLICATION & PUBLIC HEARING EDWARD A. HARVEY AND MARY H. HARVEY #8062 3549 CLAY POINT ROAD, FISHERS ISLAND SCTM 1000-7-2-1 2.-1-11.1 - Road 7.-2-10 - Road Fishers Island Development Corp. 161 Oriental Ave. #604 Fishers Island, NY 06390 7.-1-2.2 - 3550 CLAY POINT ROAD Goose Properties LLC 5803 Kennett Pike Wilmington, DE 19807 7.1-1 - 3708 CLAYPOINT ROAD Rocky Ledge Partners LLC PO Box 91 Montchanin, DE 19710-0091 2.-1-15.2 - LCMG FINY LLC PO Box 1139 978 Oyster Ct Sanibel, FL 33957 7.-2-3.7 - NW Parson Living Trt Tanis Allen, H Meakin, Robert E Hunt 81 Nanepashemet St Marblehead, MA 01945 7.-2-3.8 - Kevin C Lynch Holland G Lynch 2972 Pacific Ave San Francisco, CA 94115-1012 S. ■ o t4l, ■ . ■ ■ ��. ® 1 ® ■ _ eo s .. A �- �- m t 441. r: .,,.,::. 14 i 1il *413i l y UE j t I t - m ��I�° (t any It.0.y 3 ' M i: It Certified Mail Fee Certified Mail Fee Ll�+ , -� ;5.wQ ,CI m g , m $ z;. r,• 1t of !=' Extra Services&Fees(check box,add fee gsapoll.rate) Extra Services&Fees(check box,add fee '.+3pprdpdete) rl l El Return Receipt(hardcopy) $ '1.1-I-� © fU ❑Return Receipt(hardcopy) $ ❑Return Receipt(electronic) $ '.G I I.-{1 G_ 'CPostmark„�,' Q ❑Return Receipt(electronic) $ +-+ II I�t t-� Postmark �•�^ ❑Certified Mail Restricted Delivery $ +• ^r• ftere �T ❑Certified Mail Restricted Delivery $ ;I:!I,Qfl Here ';;'i;• [�- T� ❑Adult Signature Required $fir i°r.9 �•! ❑Adult Signature Required $ r1� r: �:;' ❑Adult Signature Restricted Delivery$ ry •_i I� []Adult Signature Restricted Delivery$ tt I o Postage r, Postage C3 -it v I I' cs, / O 41 i ,Cl 7 Total Postage and Fees / T� Total Postage and Fees [ / t,✓ a $i f7 ✓, 0 Sent To Sent— Ir Kevin C Lynch __________ o sir�E Goose Properties LLC ------------- ca Street a Ln Holland G Lynch --------- . 5803 Kennett Pike ------------- ir criy Sfi 2972 Pacific Ave 117 ary, Wilmington, DE 19807 San Francisco, CA 94115-1012 ��_ --- SENDER! . . ON DELIVERY N Com 1eeefe'items 1;2,and 3. A. Signatur ■ Print your name and address on the reverse X 13 Agent so that`we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B• R Delved by(Printed Name) C. Date of Delivery or on the front if space permits. ���.Itl G IL k v� to 1 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes ! Kevin C Lynch If YES,enter delivery address below: J'No Holland G Lynch 2972.Pacific Ave i San Francisco, CA 94115-1012 I 33.. Service Type ❑Priority Mail Express® �� IIIIII IIII III I II IN II IN I I IN 111111111111 ' CertifiedAdult Ma I®nature ❑Delivery MaIITM Adult Signature Restricted Delivery ❑Registered Mail Restricted^ 9590 9402 9443 5069 4418 72 ❑Certified Mall Restricted Delivery ❑Signature ConfirmatiorI ❑Collect on Delivery O Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery . - 9 5-8 9 0 710 5270 2536 3734 88 _-stricted Delivery PS Form 3811,July,2020 PSN 7530702-000-9053. Domestic Return Receipt $ENdER: COMPLETE THIS SECTION CO MPLETE THIS SECTION ON DE I LIVERY 4:Complete,items 1,2,and 3. A. Signature Print your mile and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes - . - - -- If YES,enter delivery address below: ❑No Goose Properties .LLC 5803 Kennett Pike Wilmington, DE 19807 33El Adult Signature]. Service Type ❑II IIIIII IIII III I II IIII II IIII I I III I IIIII I I I III QI Priority Mail Expre ss@ ❑Registered Mail*^ Adult Signatue R ar dDelivery ❑Re Istered Mail Restrict ed MaOCertifed Degvery 9590 9402 9443 5069 441$ 89 ❑Certified Mail Restricts Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2, Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 9 5 8 9 0 7],0 5 2 7 0''2 5 3�6 3 7 3.4 9 5 ' Resrr oted Del tverv' ' . . PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt TOWN OF SOUTHOLD ZONING BOARD OF APPEALS SOUTHOLD, NEW YORK AFFIDAVIT OF In the Matter of the Application of: POSTING Edward A. Harvey and Mary H. Harvey SCTM No. 1000- 7-2-1 (Name of Applicants) (Section, Block& Lot) COUNTY OF SUFFOLK STATE OF NEW YORK 1yilq�y ����j residing at �� / 4 e�i�v►�t > Y New York, being duly sworn, depose and say that: I am the ( ) Owner or(\/) Agent for owner of the subject property On the— c7Y day of November , 2025 , I personally placedqhe Town's Official Poster on subject property located at: 3549 Clay Point Road, Fishers Island indicating the date of hearing and nature of application noted thereon, securely upon subject property, I 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; l hereby confirm that the Poster has remained in place for seven (7) days prior to the date of the subject hearing date, which hearing date was shown to be December 4, 2025 (0 er/Agent i ure) Sworn to before me this i/ Day of November 12025 (Notary Pub is * near the entrance or driveway entrance of property, as the area most visible to passerby r . o • _ Auk ct ra P . A e ® F N C3 I• • • I li un m m m t? '�' 1 rn •�'1 (t ', 1 [tra9 N fill z0i�.,'; . x w `a Certified Mail Fee Certified Mail Fee ri 3 I:i f i�'_r,. m !' " m $ ! i $ c'� Extra Services&Fees(check box,add fee 6 pprti ete)�' tJ-) Extra Services&Fees(check box,add fee W a prP riate) ;,3�1 ,. $ El Return Receipt(hardcopy) $ ,cL r1.1 ❑Return Receipt(hardcopY) +kt', t I. Postmairk. ❑Return Receipt(electronic) $ •R � rr� O Postnf,'drk ❑Return Receipt(electronic) $ hJ (� : C3 ❑Certified Mail Restricted Delivery $ a• far Certified Mall Restricted Delivery $ `1'i tcz'L r_i tv Here f �. — _,� ,• ❑ „,.,•�,,,„� �, ;f, ftJLr) []Adult Signature Required $ - � ❑Adult signature Required $ N - []Adult Signature Restricted Delivery$rti 11p ❑Adult Signature Restricted Delivery$ i-'; Postage rQ' f Postage o l l T C3 .i z I r '' C3 $ �—,i.!.7 1's, � Total Postage and Fees r 9 TQt 1,0 is and Fees `' " p $ _. Sent TcSent To g it Street and C ____ LLC ------- Q' __________. Fishers Island Development Corp. oc Ledge Partners, Ln 161 Oriental Ave. #604 p h � ciry st' PO Box 91 .__________ In 117 Ciry State, Fishers Island, NY 06390 Montchanin, DE 19710-0091 r COMPLETE • ON DELIVERY 9EINDER: COMPLETE • A. Signatur ■ Complete items 1,2,and 3. ( ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Receive by(P ted Name) C. to of Delivery ■ Attach this card to the back of the mailpiece, - - or on the front if space permits. i? Yes 1. Article Addressed to: D. Is deli ery ad �$¢�iffeyer frglt No '-—' If YE ,enter I des Fishers Island Development Corp. f 161 Oriental Ave.#604 I Fishers Island, NY 06390 YORK� I__ II _... " 3. Service Type ❑Priority Mail Express® ! t ❑Adult Signature ❑Registered MallTM II I IIIIII IIII III I II IIII II IIII I I III I III II III III ❑Adult Signature Restricted Deiivery ❑Registered Mail Restricted) ®Certified Mail® Delivery 9590 9402 9443 5069 4418 96 ❑Certified Mail Restri a Delivery (3 Signature Confirmation ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(transfer from serl!ice label) lil 9 589 0710 5 2 7 0 2536 3735 01�w ill Restricted Delivery Domestic Return Receipt PS Form 3811,JUIy 2020 FSN 7530-02-000-9053: c - - SENDER-.'C,0MPLETE THIS SECTION • • ON DELIVERY M.Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reversO. ❑Agent so that we can returnYte card to youth,., '., .r ❑Addressee b.. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back.' the mailpiece, or on the-front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes II If YES,enter delivery address below: ❑No Rocky.Ledge Partners LLC PO Box 91 Montchanin, DE 19710-0091 I II I IIIIII IIII III I II IIII II IIII I I III II I I II I I I III 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered MaiIT"' ❑Adult Signature R t cted Delivery ❑Registered Mail Restricted 9 Certified Malle Delivery 9590 9402 9443 5069 4419 02 ❑Certified Mail Restricte Delivery ❑Signature Confirmation- El Collect on Delivery ❑Signature Confirmation m 2, A.+t.do N„ har!Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery n r....,,. A ne.n 9589 0 710 5270 2536 3734 57 Restricted Delivery PS Form:3814, i uly,.2020.PSN 7530=02-000.9053 Domestic Return Receipt V I � r.yay1 �. .� ri`'�Y Afi'i�7�" y �i% •} X 1� '�':.6 . 1 ; ri t�!'f"i" ,v} ;1 it �° red`'t;�'•r . � �s ��. a ali= r.t ��� �'`.Ar'"r. � �R��/�fl �+, � '' � ^�: 1 ? f v 1 ` t ' NOT 1MIoWwrMeprlcerNInCE OF HEARING J1 / 44 1'ne� "^e"W-r,cetrpJ/s'rorru'.tr.heawo 1nttid w.tor"+w.e r6.'yIWr.e.1rY rM"AY.Ir`n O IOIeY.,w1•`eywer„w,��T.w�o w-nr eIIeoe.w.� _,wx httae E aspw �NAME HARVEY, DWARD scTM 8062 r♦ ''�''`�1000-7.2-1 VARIANCE:YARD /! SETBACK t REQUEST, DEt/OLISN(AS PE"TOWN CODE DEFINITION,SO/O I'E31903 LE'FAMILY DWELLING (S {� AND RECONS TgUt7 WITH •Yr ADOITIONp AND ALTERATIONS GATE AY,DE fj ' s •' ,'`Li, .« �THURED C.1.2025 10:30A •j'.^ i 'j �.• f I� it;�1 n"'e"°Asw�w°".nM'°:.»r M if-i tT r ti .s Y r ' SUFFOLK COUNTY LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY,DECEMBER 4,2025 at 10:00 AM PUBLIC HEARINGS: NOTICE IS HEREBY GIVEN,pursuant to Section 267 of the Town Law and.Town Code Chapter 280(Zoning), Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS atthe Town Hall,53095 Main Road,Southold,New York 1 1 971-0959,on THURSDAY,DECEMBER 4,2025 The public may ALSO have access to view,listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. Additionally,there will be a link to the Zoom Webinar meeting at http:// southoldtownny.gov/calendar.aspx. 10:00 A.M.-3850 ALVAHS LANE,LLC/CUTCHOGUE VINEYARD,LLC/JUSTIN MIRRO#8059-Request for Variances from Article 111,Section 280-14 and the Building Inspector's August 1,2025 Notice of.Disapproval based on an application for a permit to change a lot line;at:1)proposed parcel No.1 having less than the permitted lot area of 80,000 sq.ft.;2)proposed parcel No.1 having less than the permitted lot width of 175 linear feet;3)proposed parcel No.1 having less than the permitted lot depth of 250 linear feet;located at: 3850 and 4050 Alvahs Lane,Cutchogue,NY. SCTM Nos.1000-102-4-3.4&1000-102-4-10. 10:10 A.M.-NATHAN BRZOZOWSKI#8060-Request for a Variance from Article III,Section 280-15 and the Building Inspector's July 31,2025 Notice of Disapproval based on an application for a permit to construct amaccessory barn;at:1)located in an area other than the code required rear yard;located at 34460 NYS Route25,Cutchogue,NY. SCTM No.1000-97-2-9.1. 10:20 A.M.-CHRISTINE CALARCO#8061 -Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's June 26;2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)and reconstruct a single-family dwelling;at: 1)more than the code permitted maximum lot coverage of 20%; located at:245 Glenwood Road,Cutchogue,NY. SCTM No.1000- 110-4-11. 10:30 A.M.-EDWARD A.HARVEY AND MARY H.HARVEY#8062-Request for a Variance from Article XXIII,Section 280-124 and,the Building Inspector's July 1,2025,AMENDED September 5,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)a single-family dwelling(per Building Permit#51905)and reconstruct a single family dwelling with additions and alterations; at:1)less than the code required minimum front yard setback of 50 feet;located at:3549 Clay Point Road, Fishers Island, NY. SCTM No.1000-7-2-1. 10.40 A.M.-MARIANNA AUGUST/BMB HOMES, INC.#8068-Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's September 16,2025 Notice of Disapproval based on an application for a permit to legalize'as built'alterations to a single-family dwelling;at:1)less than the code required minimum front yard setback of 35 feet;2)less than the code required minimum rear yard setback of 35 feet;located at:1900 Gillette Drive,East Marion,NY. SCTM No.1000-38-2-20. 1050 A.M.-JANE BEINEMAN AND GIANFRANCO MITRIONE#8064-Request for a Variance from Article XXIII,Section 280-124 and the Building Inspector's July 11,2025 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition)a single-family dwelling and reconstruct a single-family dwelling;at: 1)less than the code required minimum rear yard setback of 50 feet;located at: 10100 New Suffolk Avenue,Cutchogue,NY. SCTM No.1000-116-6-1.2. 11:00 A.M.-BRAVEPORTER,LLC/JOE IAVARONE#8048-Requestfor a Reversal of the Building Inspector's June 16,2025 Notice of Disapproval,or in the Alternative,Variances from Article XXIII,Section 280-123A and the Building Inspector's June 16,2025,Amended October 6,2025 Notice of Disapproval based on an application for a permit to legalize the"as built"demolition(as per Town code definition)and reconstruction of an existing single family dwelling and to legalize the"as built"demolition(as per Town Code definition)and reconstruction of an existing seasonal cottage(converted to year-round use)at:1) cottage is a nonconforming building containing a nonconforming use shall not be enlarged,reconstructed, structurally altered or moved,unless such building is changed to a conforming use;2)dwelling less than the code required minimum side yard setback of 10 feet;3)dwelling is less than the code required minimum combined side yard setback of 25 feet;4)more than the code permitted maximum lot coverage of 20%; located at:1425 Bay Avenue,(Adj.to Maron Lake)East Marion,NY. SCTM No. 1000-31-9-7.3. 1:00 P.M.-SHELTER ISLAND SOUND, INC.#8067-Request for a Variance from Article III,Section 280- 13C(1)and the Building Inspector's August 11,2025 Notice of Disapproval based on an application for a permit to legalize an"as built"accessory recreational structure upon a vacant lot;at:1)"as built" construction of a recreational building and use is not permitted;located at 900 Paradise Point Road, Southold,NY. SCTM No.1000-81-3-252. 1:10 P.M.-JOHN G.BRADLEY AND IRENE BRADLEY#8061 -Request for Variances from Article III,Section 280-13A(6)(d)and 280-13A(6)(i)and the Building Inspector's August 27,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling to include a second story accessory apartment;at:1)apartment will exceed more the code permitted maximum 25%of the habitable space of the entire residence;2)foundation expansion will exceed more than the code permitted 25%of the living space of the existing dwelling unit;located at:1450 East Mill Road,Mattituck,NY.SCTM No.1000-107-1-2.4. 1:20 P.M.-SANGROK LEE#8065-Request for Variances from Article III,Section 280"14;Article III,Section 280-15;and the Building Inspector's July 21,2025,AMENDED August 26,2025,Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool and amend a permit for a single family dwelling to add a roof top deck;at:1)height at more than the code required maximum of 25 feet for a flat or mansard roof;2)accessory swimming pool located in area other than the code required rear yard;located at:200 Beebe Drive,(Adj.to Eugene's Creek)Cutchogue,NY. SCTM No.1000-97-7-1. 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. Application Files are available for review on The Town's Weblink/Laserfiche under Zoning Board of Appeals(ZBA)\Board Actions\Pending. Link: http://24.38.28.228/WebUnk/Browse.aspx?id=935072&dbld=0&repo=TownOfSouthold Please note the last date to submit written comments to this office will be the Friday prior to the public hearing: Afterwards,documents will not be accepted by this office,but can be submitted to the Board ZBA Legal Notice December 4, 2025 Page 2 of 3 Members during the public hearing. If you have questions,please telephone our office at(631)765-1809,or by email:kimf@southoldtownnygov. Dated: November 20,2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN,CHAIRPERSON By:Kim E.Fuentes 54375 Main Road(Office Location) P.O.Box 1179,Southold, NY 11971-0959 ZBA Legal Notice December 4, 2025 Page 3 of 3 See Proof on Next Page AFFIDAVIT OF PUBLICATION The Suffolk Times PO Box 1500, Mattituck, NY 11952 (518) 730-4551 State of Florida, County of Broward, ss: I,Anjana Bhadoriya, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC;, duly appointed and authorized agent of the Publisher of The Suffolk Times, a Weekly newspaper of general circulation, printed and published in Mattituck, Suffolk County, New York, designated by the County Clerk of Suffolk County as a newspaper of record;that the publication, a copy of which is attached hereto, was published in the said newspaper on the following dates. Publication Dates: • Nov 27, 2025 Notice ID: 8lgXiWcs1 a0f8bVzgwdO Notice Name: ZBA Legal Notice December 4, 2025 Publication Fee: $226.29 Xjw,a 8W0l-ya � ,7.+NI0 Agent � SHERI SMRX ?Z° Not ary Public-State of Florida '� < COa11Ili44bRd RW49Y4 VERIFICATION m°°°` EviresonM,,m.ma '�ami i� State of Florida County of Broward Signed or attested before me on this:12/02/2025 A."&a Notary Public Notarized remotely online using communication technology via Proof. ZBA Legal Notice December 4, 2025 Page 1 of 3 i I LETTER IN SUPPORT i RECEIVED Town of Southold Zoning Board of Appeals PO Box 1179 - NOV 0 6 2025 Southold, NY 11971-0959 ZONING BOARD OF APPEAI-S Attn: Kim Fuentes kimf@southoldton nny_:gov Attn: Donna Westermann donn outholdtownny_.gov Re Area Variance Application of Edward A. Harvey and Mary H. Harvey 3549 Clay Point Road, Fishers Island, NY 06390 SCTM#1000-007.00-02.00-001.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Harvey property. I/We are aware of their request for a front yard setback variance for the renovation of their home. I/We believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance relief. By: Address: By: Address: BOARD MEMBERS ��OF SOUj Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. cis Office Location: Nicholas Planamento • �OQ Town Annex/First Floor Margaret Steinbugler ij'COU 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809 LEGAL NOTICE SOUTHOLD TOWN ZONING BOARD OF APPEALS THURSDAY, DECEMBER 4, 2025 at 10:00 AM PUBLIC HEARINGS NOTICE IS HEREBY GIVEN, pursuant to Section 267 of.the Town Law and Town Code Chapter 280 (Zoning),Town of Southold, the following "IN PERSON" public hearing will be held by the SOUTHOLD TOWN ZONING BOARD OF APPEALS at the Town Hall, 53095 Main Road, Southold, New York 11971-0959, on THURSDAY, DECEMBER 4, 2025: The public may ALSO have access to view, listen and make comment during the PUBLIC HEARING as it is happening via ZOOM WEBINAR. There will be a link to the Zoom Webinar meeting at http://southoldtownny.gov/calendar.aspx. 10:30 A.M. - EDWARD A. HARVEY AND MARY H. HARVEY#8062 - Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's July 1, 2025, AMENDED September 5, 2025 Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) a single family dwelling (per Building Permit #51905) and reconstruct a single family dwelling with additions and alterations; at: 1) less than the code required minimum front yard setback of 50 feet; located at: 3549 Clay Point Road, Fishers Island, NY. SCTM No. 1000-7-2-1. 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://24.38.28.228/WebLink/Browse.aspx?id=935072&dbid=0&repo=TownOfSouthoId If you have questions, please telephone our office at(631) 765-1809, or by email: kimf@southoldtownny.gov. Dated: November 20, 2025 ZONING BOARD OF APPEALS LESLIE KANES WEISMAN, CHAIRPERSON By: Kim E. Fuentes 54375 Main Road (Office Location) 53095 Main Road (Mailing/USPS) P.O. Box 1179 Southold, NY 11971-0959 SSI OG Town Hall Annex, 54375 NYS Route 25 P.O.Box 1179 Cz CA Southold,New York 11971-0959 ®�� • �` Fax(631) 765-9064 ZONING BOARD OF APPEALS DATE: November 3, 2025 RE: INSTRUCTIONS FOR PUBLIC HEARING Dear Applicant; The December 4, 2025 Zoning Board of Appeals Regular Meeting will be held BOTH in person in the Town Hall Meeting Room at 53095 Main Road, Southold AND via video conferencing (Zoom Webinar), and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live, and make comments. Below, please see instructions requi1red to prepare for the ZBA public hea•ing which includes:: PLEASE READ CAREFUI.LI'. 1. Yellow sign to post on your property a minimum of seven(7) days prior to your hearing,to be placed not more than 10 feet from the front property line (within your property) bordering the street. If you border more than one street or roadway, an extra sign is supplied for posting on both street frontages. Posting should be done no later than November 25, 2025. To avoid weather damage to your sign please affix it to a sturdy surface such as plywood. If your sign is damaged please call the office and we will provide you with another one. Prior to -your public hearing, members of the Board of Appeals will each conduct a personal inspection of your property. If a Board member reports that there is no signage visibly on display as required by law,your scheduled hearing will be adjourned to a later date to ensure compliance with Chapter 55-1 (B) 1 of the Town Code. 2. SC Tax Map with property numbers. 3. Legal Notice of in person meeting,as well as video conferencing. Instructions for participation will follow, and will be posted on the Town's Website under the meeting date, and the Legal Notice section of Suffolk Times Newspaper. 4. Affidavits of Mailings and Posting to be completed by you, notarized, and returned to our office along with the mailing receipts and green cards by November 25, 2025, verifying that you have properly mailed and posted. Please attach a photograph of the posting on your property with your affidavit of posting. 5. Instructions for Laserfiche/Weblink to view application. MAILING INSTRUCTIONS: Please send by iS'PS Certified 1�!Iail Return Recei i the following documents to all owners of property (tax map with property numbers enclosed) vacant or improved, which abuts and any property which is across from any public or private street. Instructions for ZBA Public Heap_, Page 2 Please mail documents to the legal mailing address. (as on file with Southold Town Assessors Office) Mailing to be done by November 17, 2025. a. Legal Notice informing interested parties of meeting being conducted IN PERSON and via video conferencing. (Enclosed) A WEBLINK to the meeting will be provided on the Town's Website under the date of the meeting. b. Your Cover Letter which should include your contact information, date and time of hearing, procedures for submitting written comment via email or USPS to our office. Recipients should be able to contact you for additional information. Furthermore, if recipients need to contact the ZBA staff,they may telephone 631-765-1809 or email us at kimf@southoldtonM.gov or elizabeth.sakarellos@town.southold.Liy.us c. Instructions for Laserfiche/Weblink to view all pending applications. (Enclosed) Link to view pending applications: http://24.38.28.228:2040/weblink/Browse.aspx?dbid=0. d. Survey or Site Plan depicting "as-built" and proposed improvements requiring ZBA relief. The Town's Laserfiche/Weblink files provides both location addresses and mailing addresses in their current Assessment Roll listing. (See Link Below). Also,the Town Assessor's Office can be reached at 631-765-1937. Contact us via email or by phone if you need further assistance. TownOfSouthold>Assessors>Assessment Books/Tax Rolls> https://southoldtownnV.gov/DocumentCenter/View/11008/tentroII2025-1 IfMiP.O� R�TANT IrNIS�TT�Ri�TCsiTMION�S: i Scan and email the LTS�PS mauling receipts, green signature cards and affidavits to ki�m�f�sou�tho.ldtow�n�n►y. ,o�, aind ** PROO�MIPJTOLY i+T}giPS MAhL** the OO RIGhNALS to the Town ofs iutthold, ZBA, P.O. ox 117�9, Southold, N[!Y 119�7d. Please note that without your mailing receipts, the ZBA will be prevented from conducting your hearing,pursuant to Chapter 55 of the Southold Town Code and New York State Law. Please note that you or your representative are required to attend. If you or your representative are not present, the hearing will be adjourned to the next available hearing date. Please be reminded that New York State Law requires the ZBA to follow the above specific policies. If for any reason, you are unable-to prepare for your public hearing as instructed, please let us know. ***PLEASE NOTE*** : THE LAST DAY TO SUBMIT WRITTEN DOCUMENTS TO THIS OFFICE FOR THE BOARD MEMBERS WILL BE THE FRIDAY PRIOR TO THE PUBLIC HEARING. AFTER THAT, NO DOCUMENTS WILL BE ACCEPTED BY THE OFFICE BUT CAN BE SUBMITTED TO THE BOARD MEMBERS AT THE PUBLIC HEARING. Kim E. Fuentes—Board Assistant t Laserfiche Instructions for Zoning Board of Appeals Records N�IFOWN OF SOUTHOLD �,� � NEW YORK SOCIAL MEDIA oeartn 4 OVCrnn1CR CrvlCeS > VtslUI1R OtV DO f.. at s ,i:' ,: "1 J ;; ; ' 1 t { ai1 kli ". 'Mee Maps y. ,Agendas& '�Town Code. - OnlinePayments ',TownRecords Forms Sigt up to recsive <Minules _ •FanRy payyour bills Weblinliliasa5ehe Forms/Applications;nntifioriecei" ::d_.__...":..__...��..,c.,u._...t..:.i4,:..+._w -.�....._.��....v...nnlinr. --•----- Above: Homepage, Click on Link"Town Records"Weblink/Laserfiche Laserfiche Web Link Mtywe6unk Help AbpUt Sign Out Home Browse search Townofsouthold TownOfSouthold Name Page count 'TempWte name _ ..___. Town Clerk Entry Properties - --- ------ - ---- -- M Town Historian Path Trustees IownutSouthold �_. Zoning Board of Appeals(ZEA) Creation date - 5I52014 11:52:41 AM Page 2 of 2 First a 1 2 29 Entries Last modified 1/122017 8:06:P..W Metadata No metadata assigned Above: -The second of two pages you will find"Zoning Board of Appeals (ZBA)" in the list of Town of Southold Departments. Click the Zoning Board of Appeals(ZBA)folder/link. Laserfiche Instructions ZBA Files Page 2 Laserfiche WebLink o MywebLink Help:About Sign cut Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA) Zoning Board of Appeals Name Page count Template name;'. (ZBA) `\'.7)Alphabetical index A Entry Properties ?Board Actions Laserfiche Search Guides Path i Meeting Schedules TownOfSrxnholdBunmg Boas of Appeals(ZBA) Mlnutes/Agendas/Legal Notices/Hearings Creation date '-1 Pendng 7/102001 1217'.16 PM j Reports Last modified ft]Special Event Permits S/2312017 11:07:14 AM j7 Trainng Requirements ZBA OfRdals R Metddata �n ZBA Policies N0 metadata&Sslgned ti,Exceptions List Code 280.I CC(3) 1 :�Jurisdiction Listing 1 ZBA Book of Mapped 1977 Existing Lots is9 ocedure&Resuhs onVhwlWpap­,ar.'Uses2 Bulk Schedules 5 Agreements,Contracts&Leases Page 1 of 1 14 Entries Above: Listed are types of records under ZBA Folder. ZBA Decisions can be found under Board Actions. Click on "Board Actions"folder to open. Most Visited Getting Started I;1 Southold,NY'-Officia... 'NetZero-My NetZero. Date Duration Calcula TownOfSouthold La ItSouthold-Cor Laserfiche WebLink Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Board Actions>Pending Pending Name- ..-. -, _.."_-._...._.._ . .____..._.._..."_..__.... -.u2 9025 MAIN ROAD LLC,CARDINALE 2 Entry Properties C&L REALTY-Withdrawn Path L 1 JEMCAP SD 1 LLC PECOMC RECYCLING TRUCK "to- `^+•q1'"�.`. lam'.]THE ENCLAVES Creation date #7370-Frend 1000-128-6-6 3/28/2017 11:36:07 AM #7379-Solutions East 1000.13-3-1 Last modified 6/9/2020 3:58:58 PM #7383-Spiller 1000-59-5-8.3 ----------------------- --------- - #7384SE-HNF Resorts,Mydon Resorts-Campground-1000-40-3-5 2 Metadata _.-..__."_ #7385 SE-Fried t 000.50.1-13.1 No metadata assigned It#7386 860 Bayview Drive-LLC 1000-37:5-10.1 #7387 Hard Corner 1000-61-4-1 #7387 Hard Corner-SITE PLAN-Arch Plans 1000-61-4-1 #7388-Minton Irrev.Trust 1000-128:2-26 t#7389 Benic 1000-71-1-4 #7406-Nappa 1000-88-1-1.5 Page 1 of 1 Above, Lists all Pending Applications under Board Actions/Pending URL Address, Link is http•//24 38.28.228:2040/weblink/Browse.aspx?dbid=0 Laserfiche Instructions ZBA Files Page 3 LaserflcheWebLink Nt)'WebUnk. Help i About Sign Gut Home Browse Search TownofSouthold>Zoning Board of Appeals(ZBA)>Board Actions Board Anions Name Page count Template name --- - - 1957-1979 S Entry Properties , 3 1980.1999 Path .D 2000 TownOf5outholdlZon1n8 Board of Appedl5(ZBAMBWTd A0O115 '`]2001 Creation date '-']2002 7110/2001 1221:55 PM tn 2003 Last modified 1 2004 3MY2017 11:36:07 AN1 i-7 2005 Metadara .0 2006 No metadita azsigned '_�2007 2003 2009 &Recalls '1 2010 alth/pap•smeartUse62I 2011 2012 2013 v1 2014 "i 2015 J 2016 r 2017 *-e]Pending w.h.fth4-,.MhlaltWpap-smear-Uses2 .,--1„r 1 Above: Board Actions are listed by year. Click folder to open. All Special Exception applications that require Coordinated SEQRA Analysis are stored in "Pending". Acme Browse Boards iovm05aRhGd•Lonin Board G/ADped15IZB•J�Boar0 Ac0un5.201J 2017 Nam. PabecwrrcTemdare'rw,x .. __. '�46gB 36J aoaNA ccm EntryProperties - eU,rd— B9)3 79 Path aoard.4dans t 1KIrYuttrkllZr>•s3 Oc-1 - I� Boara<mau ;JPPP<ah(ZW111Martl h101 M W.017 6 7opy 0 aoard-- CrcdUon date ¢7t111 )3 Board ANoni +nn;.o1'renan7 a3.1 "' )OtL 'd Board PNpns last modified 62d'2p1)9:26:51 AM rota 116 2wrd A[lians A)oas 17 Boas acsnrrs t Melatldta _��0t6 � Board Kiaun NU n>t:101a1a rc.•aµn'd ;�M17 70 aoaN Anions 7018 ifi Bwrd A<doru �.m,_ sa aoa.e Amain a lam so wa.dxw�s it 702, to Board— '�A22 79 Board Amans )Ba; 33s Board Amor;s '6:p2a 68 doartl%Dons mzs nB so,ra>cdam p;ry,6 ,3 ao,.e accam e-7 e0 9oartl>Fons `d 7028 63 eoard-11 c ro2B a eoa.d:.awn, z)n.n;r a a,ard+���• Above: See listed File Numbers. Click on file you are searching. Laserfiche Instructions ZBA Files Page 4 ..__.._-". cashel Above: In addition searching by file no. You can also use the above search tool by typing the name or title of the applicant. Laserfiche WehLink Cashel °� M Home Browse Search custom¢e search ] Sort results by Relevance Records Management Search 7 7016 - HeM Board Actions-83 page(s) Choose field Page count 83 Template name:Board Actions Reset; Page 3...:Colin and Knsten Cashel PROPERTY LOCATION:162 Lower Shingle Hill.Fisher... Page 4-19.2017 47016,Cashel SCTNI No.1000-9-1-26 mimmus approval to remo... Page 5...y 19.2017 97016,Cashel SUM No.1000-9-1-26 GRANT,the variances as... S.—hoe— Page 9...COLIN&KRISTEN CASHEL SECTION 009 BLOC... Page 20...Thomas Ahlgren(Cashel),PO Boz 342 Fishers ISland.NY... Show more information... 7018 Board Actions-56 page(s) Page count S6 Template name:Board Actions Page 40...930 A.M:COLIN CASHEL AND variances under Article IdSection ANN... Page 48...ame(s)KRISTEN CASHE07016-Request proposed trellis located in other tha... s Show more information... Above: Shows you files that can be found using a phrase, name or title. Or you can search by Tax Map No. (District, Block and Lot) using the format 1000-111.-1-1. Laserfiche Web Link ) My1veb1-mk I Help .About I SII Home Browse search TownOfSouthold>Zoning Board of Appeals(ZBA)>Mlnutes/AgendaS/Legai Notices/Hearings Minutes/Agendas/Legal Name Page count Templatename Notices/Hearings `n 1957-1979 Entry Properties u 1980-1999 2000-2009 Path TownClSoutholdl2oning Board L'.12o10 of Appeals 2011 (ZBA)NMinvte-4Agendas/Leg3l =7 2012 Notices/Hearings Creation date ?�2013 7,10/2001 2:57:40 PM 2014 Last modified 2015 WI6/2015 2:15:14 PM 2016 Metadata Zon No metadata assigned Page 1 of 1 11 Entr .sw+a��ivi•rx•ev�ru ira..ee os lew�.r.•M.ar?&13YSTa151,q¢f}!�+4 e,erw•.. Above: Also, Minutes,Agendas,and Hearing Transcripts can be viewed. Laserfiche Instructions ZBA Files Page 5 Laserfiche WebLink Myvleblink I Help I About Home Browse Search TownOfSouthold>Zoning Board of Appeals(ZBA)>Minutes/Agendas/Legal Notices/Heanngs>2017 2017 Name Page count Template name - - ,y ZBA-0110512017 7 A Entry Properties — -- - - --- - ZBA-01 10 512 01 7 Agenda 4 Path ZBA-01/0512017 Hearing 40 1 nwnOfSoutho)ch7.nning Board of Appeals ej ZBA-0110512017 LN 3 (ZBA)valnutes/Agendds1L_egal ..1 ZBA-011191M17 2 Nodtes/Hea rings12O 17 ZBA-01/192017 Agenda - Creation date 12/1612016 2:15:1 A PM ZBA-02/02/2017 7 Last modi0ed d ZBA-02/0212017 Agenda 4 6/192017 4:53:59 PM w ZBA-02 O22017 Hearing 45 A Metadata �'ZBA-02/022017 LN 3 ZBA-0 211 6/2 01 7 Agenda 3 No metadata assigned ZBA-02/16/20175Pedal 3 _......-.-_._...-....._._ _..-__.. `%ZBA-03102/2017 7 _educe&lk—fty �m/health/pap-smwal— ZBA-0 310 2 20 1 7 Agenda 4 _ ZBA-0 310 21201 7 Hearing 65 ZBA-0 310 21201 7 LN 3 ZBA4311 6/201 7 Agenda 3 G'.ZBA-031162017 Special 3 d`ZBA-041062017 5 j ZBA-04J062017 Agenda 4 j ZBA-WO612017 Hearing 45 Above: Agendas, Minutes and Transcripts are in chronological order. Revised 6/15/2020 ARI 'i4u The following application will be heard by the Southold Town Board of Appeals at Town Hall, 53095 Main Road, Southold The application will also be available VIA ZOOM WEBINAR - Follow pink - httpo.//southoldtownny.gov/calendar.aspx JAME m. HARVEY, EDWARD # 8062 SCTM # : 1 000-7-2- 1 VARIANCE: YARD SETBACK r-,EQUESTm DEMOLISH (AS PER TOWN CODE DEFINITION) SINGLE-FAMILY DWELLING (BP#51905) AND RECONSTRUCT WITH ADDITIONS AND ALTERATIONS DAT E THURSD", DEC. 41 2025 10:30 AM You may review the file(s) on the town's website under Town Records/Weblink: ZBA/ Board Actions/ Pending. ZBA Office telephone (631 ) 765-1809 1` LETTER IN SUPPORT I Received Town of Southold Zoning Board of Appeals OCT 2 3 2025 PO Box 1179 Southold,NY 11971-0959 zoning Board of Appeals Attn: Kim Fuentes kimf@southoldtownny.gov Attn: Donna Westermann donnawgsoutholdtownny.g_ov Re: Area Variance Application of Edward A. Harvey and Mary H. Harvey 3549 Clay Point Road,Fishers Island,NY 06390 SCTM#1000-007.00-02.00-001.000 To the Members of the Zoning Board of Appeals: I reside in the community near the Harvey property. I am aware of their request for a front yard setback variance for the renovation of their home. I believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. I have no objection to the granting of variance relief. By: Philip B. Weymouth III Managing Member Rocky Ledge Partners LLC Physical Address: 3708 Clay Point Road Fishers Island,NY 06390 Mailing Address: P.O. Box 91 Montchanin, DE 19710 LETTER IN SUPPORT Peel°Z Town of Southold Zoning Board of Appeals Wed PO Box 1179 OCT 2 12025 Southold,NY 11971-0959 Attn: Kim Fuentes kimf((southoldtownii.goy- zoning Board of 4Pr eais Attn: Donna Westermann donnaxv(ti�southoldtoxviin .(-,oN- Re: Area Variance Application of Edward A. Harvey and Mary H. Harvey 3549 Clay Point Road,Fishers Island,NY 06390 SCTM#1000-007.00-02.00-001.000 To the Members of the Zoning Board of Appeals: I/We reside in the community near the Harvey property. I/We are aware of their request for a front yard setback variance for the renovation of their home. I/We believe that the proposed construction will be in character with the other houses in the community and will not result in any adverse impact on our neighborhood. We have no objection to the granting of variance relief. By: Lesk,c © -C-cos-S l-CIAC-*VIV1 LLG Address: o ay° o By: Address: LLt— C1�a..uv.��j �• C-,a s s Il R. �aso,r, Goss BOARD MEMBERS a'pf 80lIlyQ Southold Town Hall Leslie Kanes Weisman,Chairperson ,�O la 53095 Main Road• P.O.Box 1179 Patricia Acampora s [ Southold,NY 11971-0959 Robert Lehnert,Jr. �+ C Office Location: Nicholas Planamento 'Q • �� Town Annex/First Floor Margaret Steinbugler Q(IMf`3,�E� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS D E C E OWE TOWN OF SOUTHOLD Tel.(631)765-1809 SEP 2 2025 BuildinMEMORANDUM Town of Souihold znt To: Mike Verity, Chief Building Inspector From: Leslie Weisman, Chairperson Date: 09/02/2025 , Edward A Harvey RE: 3549 Clay Point Rd Fishers Island,NY 06390, SCTM No. T-2-1 Please see attached application requesting to AREA VARIANCE, for property located on Fishers Island. Variance is required as an amendment to BP#51905. The public hearing is scheduled for 12/04/2025 We ask that the Building Department conduct an inspection of the site during a visit to the Island. If you are able to take photographs of the site, it would be most helpful. Thank you for your assistance and please let us know if you need any further information. BOARD MEMBERS ��0f SOUj�o Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road •P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. Office Location: Nicholas Planamento G'�c► �� Town Annex/First Floor Margaret Steinbugler OIiyCOU 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS December 26, 2025 TOWN OF SOUTHOLD Tel. (631) 765-1809 Martin Finnegan Attorney at Law P.O. Box 1452 Mattituck,NY 11952 Re: ZBA#8062, Harvey. 3549 Clay Point Road,Fishers Island,NY SCTM No. 1000-7-2-1 Dear Mr. Finnegan; Transmitted for your records is a copy of the Board's December 18, 2025 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Please be sure to submit an application along with a copy of the attached determination to the Building Department. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such.variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S.RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIIVtE FPAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require anew variance application Witt;.public hearing before the Board of Appeals If you.have any questica3s,please contact our_office. Sincer iy, /im- E. Fuentes Board Assistant Encl. cc: Building Department 3.7 10 4.3A 1.3A(y 3.13 3.10 3.8A 6 2.2 ! ti a?% 3.8 � w 1 (HENRYLFERGUSONMUSEUI CONSERYAnONp IF (HcT'RYLFERGUSON MUSEUM 1{ t;1 �/1 11, .�•'3' Rim coMSERvanoN 3.12 3.5 'aP% l ( Y�5 a T 9jc?b EASEMcNi) I Y (J�,K (�8r li 2.8A 77 6.1 11 7" 2.7A(c) 5 ` HENRYI T fa; MUSE TP 5.1 �� ✓ . /�u�o l� 15A �i� 23A3.14 ,•.F x 6 OA(C) - 4 7 1.5A EC.NO. 130 jam `11 V „� 3.1A rrSS6.2 `� / it ,'ry 14 C1 13 �R.7A(c) \ /o" ��t 4.2A(c) 1 1 9 \ n O LOA(c) ` j �HFNRYL FERGUSON 2 ) I (MUSEUM,INC. 13.0A(c) U ti s! .1 71 O�y a O. a 0!,c / \' Nxcem°arenunnl 42A71 i t' 2.2A ' K Ai ` FISHER %✓E, ..', J' �a '..i FISHER ISLAND ISLAND ' WATER WORKS 1� •• WATER WORKS ,`1.. _ �:,y,\ •'� � B "e``� �,°,-i `\ I / \ °F \`i�z / ,` °s•-sao`+-! a k 3.15 10.1 3.2 \ 3.21 ./ \� `D6P�°l 3.19 Zer^ 2.2A \\ 3A t 320 r3/ 7 1.2A(c) / FERGUSON 3.1A \� '' .. =1'� MUSEUM a I - i 4 3.3\ 'ti'1'3. 12A ' 6 '; `'• i tt !Aj `��ro 5 1.7A(c) _.'FyO , \1,�s 1.7A(c)/ J 10.8A �„ f l'^ 2.7A(c) -: 62 +, 6A _ spy„i 5.OA y_�rs�,�;�� .., (.T ✓''� - :R2., O �";oaf�%�a` a),5'I S.SA �S .ice 2.4A Ar FOR PCL.NO. 'B,•• ? ;e 6.3 SEE SEC.NO. �q• EI 4.9A 2 2.1 /QP;;' 010.05-005.20 • Brick Yard .I - 1+.,ati• ,�i; MATCH LINE MATCH-� LINES` 1, 27A MATCH L LINE Pond ^} - __ 7 •,�.1., SEE SEC.NO.010 �, x�!•e'� SEE SEC.NO.011 - 1.6A 23 ,E COUNTY OF SUFFOLK © N NOTICE E m,o,uv,m -ZZ- D+en+n 12.INM.1121A Real Properly 1as Service Agency MaNraaNcs xlaunoN saLE OR y ; ------- ommew® 121Mc) a W DISTRIBUTION OF ANY PORTION OF THE �1 ;aoo. .� 300 C 1,Di,,,.NI-I<zd.AT 11901 SUFFOLK COUNTY TAX MAP IS PROHIBITED A ; aap .A,m,ryym (21) Sao-.,u.. .r mo 100 o mo aoo WfiHOIfT WRRTBJ PFRA4SSON OF THE P a _ �� Feet $ REAL PROPERTY TAX SE.MCE AGENCY (1 000eo' is"�GFFOCK`<. TOWN OF SOUTHOLD-BUILDING DEPARTMENT , ��\O CpGhfc. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 y� • off; Telephone (631) 765-1802 Fax (631) 765-9502 httpss•//www.southoldtowpny.gov Sol APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form.(Page 2)shall be completed. Date: 0o1 /! oZp oa� 0WNER(S)011 PR PERV: Name: IYk SCTM#1000- 7-�3�akol, (Qyr Project Address: A r✓ Avaoe //,rAer5 —Ts )1 , Oho 3 90 Phone#: ///,4 Email: Mailing Address: ,3� tY rlo Jk9aae -pyre 9-o7o2'yP CONTACT PERSON: �y Name: /vwl 71v ��$ 444ukh � • Mailing Address: S";S 1t x 4.,,. Al - 440?0 Phone#: G 31-7'FF- 7�F-5-7 Email: ,Z4,WS 69 9--,o/• 4SV DESIGN PROFESSIONAL.INFORMATION: Name: G✓�f�e'�T�� / ice -1nG• Mailing Address: 9�/a Ley, /�,�� 14,71;n 4w Phone#: f US- Gy7 Email: .Zn�o B Gs/C6�G1'cN • 4VW CONTRACTOR INFORMATION: Name: 7 4-5 1 II Mailing Address:�d�- �x 1ti4G *t o2Ua , kt VrY4AJ�?, 14y DGd 90 Phone#: G3I- M- 796-7 Email: 74nZS �i444.41g „r are DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure XAddition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $^ 7,UU!'OUD. OD Will the lot be re-graded? ❑Yes gNO Will excess fill be removed from premises? ❑Yes kNo 1 pROPERTy INFORMATION Existing use of property: S- A,,; Intended use of property: Zone or use district in which.premises is situated: Are there any covenants and restrictions with respect to N}✓ OG 00 this property? ❑YesXNo 1F YES,PROVIDE A COPY. -he'*"""4fter i�ea€1���:.?Rie awxm��cor►t►accur/+l�ig�i p anal is mpomiMe for an drauia8e and:stone.waterissuesas WWAded by Chap r T3f,of the Town Cade.APPI IC71Tl t iS tl Y MAC w tint Bufldin�Departmad for tbe:bs mee.of as WM11"g Pv=k pumuant•ta tbe f>nU t Zone Qrdinante of the Town ofisoutiwid,suRofk,taunty,New York and:oiher appikabte Law s,'oiftaues or Rrgnlations,far the r�mtruetion of buildings, addlNons,alterations w farrernaval of demofttinn as ►eiefn descr+beil.Ytm applicant agrm to cmialy with an applicable laws,ordinances,bmldtng node, housing'code aad requ>atiois:and toadmit-authorized inSFeston:on prert s and in buiWinstsi fa!'necessary impecd--False statements made herein are purtl'habte as a_am A nilsdemeanor puispaM to Sectigr�21D.45 of ttte NetelYark state Penal taw. Application Submitted By(print name): �� � rnt. "gAuthorized Agent ❑Owner Signature of Applicant: '� si ►7— Date: STATE OF NEW YORK) ss: COUNTY OF ) 1h iUr4,s -V. t���b being duty sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6reraont �"'�Ji� (Contractor,Agent,Corporate Officer, etc.) of said owner-or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the Work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ZO�� �c14 �1',7�/.Z N : ry Public 4&0190A2,2L57-3 PROPERN OWNER AUTHORMION (Where the applicant is not the owner) Y3 . 14441 vim- residing at -3S-Y5 4/-/ 19,0M' /U, /7�s�irc 6 /Vy. OG 39y do hereby authorize ') to apply on my behalf to the Town of Southold.BuildJing Department for approval as described herein./ Owner's Signature Date dLAD cad A-- Print Owner's Name 2 i .._............._.---_... .............. -, -301.0 j: _......_...._._..._._..... _._.-......._._... _.,...,,, ..... —-.. __........_....__._........... _._. ..................................._......._... r 'C_. 3' 8" I�E 7' 1 1�2 7'- 1 1/2" _. 5 1, 41"X 9.1 4" L.V.L: :o N COVEKED PORCH " 3 1 2" 3 1 2" •• •i�liR::.t3:15;G::.`A .. 36 0i ;Up't'F ¢q4':I . h X - - _ + -^ h 2'-91/2" 2'-91/2" I_.. _ t\1.670� (1670) FROM CENTER OF ROOM, b'-e" 8' 2" __..... o v Ix w. w /x O `� O O FOYER O Q C. . 8-0 BED #2 ;i 2'_4 1/2" (H DWOOD) _ -- .._....._...,..----..---....- z: w C.H. 8'-0" ) F� �l ((� o Z ^ O ^J l t o U (HARDWOOD) i _ N N ... _....._ r+ _Q O t ._...._. _ od f` M —- 0 o CEILING SLOPE co, MIRRORS 13'-5" N OPPOSING SIDE 070 " OF ROOM cy W / LOS O l L,. 8'.. 0' J �` 2'-9 1/2" 2'•0 1 2' Z O Q G o aLLZ O \ LL OO a BATH #1 o' CLOS. ' ck ix U_ LIVI G RM. 2470 _. . .._. ...._. 070 ( 3'• 10" 10'-6" C.H. _._ (HAR WOOD) (TRAY CEILING) iA O -3 �` L " BED #1 _ I N it w C.H. 8'-0" I I I I I o � (HARDWOOD) ! I I I CEILING a O r; l._.. _.._ _._. ....... ..._l L.... .._... ..... ._... I FOLLOWS I- ;; ROOF 6 0 "FROM CENTER-OF,ROO'm' 2'-9 1/2" 2t=.9-1/21, \ ' o �, 6'- 10" 6'- l Ott ._........... ...:_-.._ —..._................._.._—_—_..... LA G ;N IN ]F 3-,�2tt 3 DRY-LAID PATIO (PER OWNER) -v i 14' 0" --------- -- __ —-— ...—-------- — ... --- 21' 9" -_._.—.._...__._.._..._�..__...._._._._._._._. TEST HOLE DATA LEGEND UISAPPROVA � D.awms c,Qyn�o]D]s OBSERVED BY:RICHARD STROUSE,P.E.,L.S.(CHA) 10/IS/2020 0'-12' TOPSOIL WITH SURFACE BOULDERS PROPERLY LINE ABUTTERS LINE12'-31' SANDY SUBSOIL EDGE OF PAVEMENT C:,Yv 31'-IY SILTY SAND NTH FEW FINES EDGE OF GRAVEL ------ s6o capnal Bwnavan;sutra 301 GROUND WATER NOT ENCOUNTERED BRUSH USEgodry qR. EXPECTED SEASONAL HIGH WATER BELOW ELEV.15 / OVERHEAD WIRE O/w B 25T4557 Imw.Thammpanea.mm NOW OR FORMERLY NIF NYC,:naiTalem AalllwNalim Ta021]a5 ar AA•nPT,;4YXwtc /' Rlil' + fleC-RIVERHEAO VERY STONY SANDY LOAM a-15R SLOPES lff POLE i FIRE NYORAM WEST BOUNDARY POINT I/A SFP7IP SYSTE..UPGRADE FOR 7 BEDROOMS EXISTING 4 BEDROOM.1 STORY, / HARBOR ro _ PROVIDE 2 LF.4'C.I.PIPE BETWEEN ADDITION AND CLEAN-OUT AT CONNECTION TO SINGLE FAMILY RESIDENCE REMAIN EXISTING SEWER LINE LOCATE CLEAN-OUT 2'FROM FOUNDATION WALL SITE PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM-MODEL CEN 10 W1TH 90 DEGREE INLET ADAPTOR(1000 GPD CAPACITY-MAXIMUM 9 BEDROOMS) THREE,EXISTING LEACHING POOLS WITH 24-SPACER,PROVIDING 534 SF OF LEACHING AREA TO REMAIN ,. S - WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE TR GE TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT. NO ADDITIONAL VENTING IS S REQUIRED �/ RI� ..- PROVIDE GRAVEL DRIVEWAY& PARKING AREA AS REQUIRED(TYP) SITE DEVELOPMENT PLAN MVFRT ELEVATIONS MET- PREPARED FOR OUTLET AT HOUSE-34,0 TANK INLET-3217 PROVIDE&MAINTAIN A CONTINUOUS LINE OF - i �6 EDWARD A. HARVEY & TANK OUTLET-32.00 SILT FENCE THROUGHOUT CONSTRUCTION MARY H. HARVEY DISTRIBUTION BOX INLET-30.5 _ _ DISTRIBUTION BOX OUTLET-30.30 (�'SEE DETAIL) LEACHING POOL INLETS-30.0 3549 CLAY POINT ROAD BOTTOM OF LEACHING POOLS-22.5 > / - ' LOAN,SEEDa STABILIZE ALL LOCATION MAP SCALE "=¢DO• FISHERS ISLAND, NY dsnmBED AREAS(rYP) DRAINAGE CALCULATIONS ATIONe t� 1 '�� _ -„ MAP_REFERENCES PROPOSED ROOF AREA=3,520 SF(HOUSE) -t ``/ �. I ""} jg-_ PROVIDE CONCRETE O 1. SURVEY MAP PROPERTY TO BE CONVEYED TO ANN P.FERGUSON (GARAGE) WASHOUT PIT &MARSHALL L POSEY.JR.BLOCK 29 LOT 10 FISHERS ISLAND,NY 624 SF GARAGE _ c ' § / i (SEE DETAIL) CHANDLER,PALMER k KING ARCHITECTURE,ENGINEERING AND REQUIRED-4.144 SF X 2 IN/12 IN/FT-691 CIF ) Ij SURVEYING 110 BROADWAY NORWICH.CT 06360 860-889-3397 FAX _ ) PROVIDE 86-886-7801 DRY WELLS S - ` I 1 ❑ 6'0 X V DRY WELL 691 CIF/28.27 CF/VF-24.5 VF REQUIRED ,/ r 1 FOR OUTSIDE SHOWER USE FOUR(4)6.0 X 8-DEEP DRY WELLS DISCHARGE PLAN1.(iQ� / PROPOSED 2 STORY IN THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 2 BEDROOM ADDITION(TYP) INDICATED HEREON.ANY EXTENSION OF THE USE BEYOND THE / - FF*40.6(V,Fj 5-D EXCEEDS THE SCOPE OF THE ENGAGEMENT.EED TO BETWEEN THE ET AND THE SURVEYOR PURPOSED m 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY / _ I + ( - i - T'/ / • / ❑O❑C]❑ PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED OF N!; APPROXIMATE LIMITS OF p®�gg®�� LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY. DISTURBANCE*U500 SIF BSI B®B�B 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND ➢ a" �"� ' - �40� ARE THE PRODUCT OF THELAND SURIVEYORB/ \ \ ` ® EMBOSSED OR INK SEAL 2✓�. u \ t / / �Xg���❑8 4. COORDINATE DISTANCES ARE MEASURED FROM MOL COAST AND O Y+996 02 \ , 'T C70 OOO U❑ n GEODETIC SURVEY TRIANGULATION STATION'CHOCOMOUNT 2' qQE AP 0� S°ACER MA5.P 1 00,SECTIONITE IS IN THE To WN BLOCKOF S oOLD.COUNTY OF SUFFOLK TAX PROTECT EXISTING WATER SERVICE M REMAIN THROUGHOUT CONSTRUCTION -- ""' 6 VERTICAL DATUM IS BASED ON NAVD88 36 -' ,n+ PROVNE% SOH 40 PVC AIR LINE TO BLOM 6'-6' . F 1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS ACHING P 7. TOTAL AREA=1.33*ACRES. EXISTING LE POOL DETAIL REMOVE dl REPLACE EXISTING 2,OCO GALLON I / - �\ NOT TO SCARE B. SITE IS LOCATED IN ZONING DISTRICT R-120. T F IT SEPTIC TANK WITH FUJ CEN-10 WASTEWATER -' /-' T PROPOSED DEVELOPMENT ES C WELLS WITHIN 150 FEE O THE TREATMENT SYSTEM(SEE DETAIL) i �\ \\ , 9. THERE ARE NO DEVELOPMENT. SILT FENCE WOVEN WIRE FENCE(MIN.14 GAUGE;/MAX.6'MESH i SPACING I \` �� \ z I •0 - , Ill• - _\\ m1 k DTI s„..;+ 10'MAX CENTER TO CENTER POSTS GTH 50R EXPANSION AREA FENCE I� ti.r• III DRIVEN MIN.16' (nP) \ I.'.. /I / JO i i I INTO GROUND `1 O PROPOSED DRY GARAGE \ I I I_T _ / FF�t37.0 \ ` HEIGHT -PROVIDE O COMPONENTS )PROOF ENCLOSURES �� /X�/ v; AS MOUNTED To BUILDING EXTERIOR PROVIDE SYSTEM CONTROLS h ALARM B CH K: NAIL- i A c uO RI O REMOVE PORTION OF EMSIMO 6'MIN. d ____ ___�fU�� PARKING AREA OVER EXISTING Q DISTRIBUTION BOX PROVIDE FUJMAC 15ORI-BL0WER IN VETTED 1 [g ALARM ` I I STRAW BALE BINDER FINISH WITH LOAM @ SEED REMOVE&DISPOSE OF '` ENCLOSURE ON CONCRETE PAD PERSPECTIVE NEW ENSTINC DRY S1E0 ... INSTALL PER MANUFACTURER'S RECOMMENDATIONS _ - _'I.. ,n ^• PROVIDE 6'SDR 35 WOVEN MARE FENCE MIN.14 hh 6uprti0allRer'eam p BY Ogle IIIPLASMIC LINING PARE (mP ONAL) µ \ ( I, 1x0.PAM6 I SLDHSCONMFNT6 fNP tlmiTlNl PROTECT EXISTING LEACHING POOLS& DISTRIBUTION BOX TO REMAIN ROOF DRAIN OUTLET 1/2 GAUGE W/MAX.6-MESH THROUGHOUT CONSTRUCTION O 0.5%MIN. SPACING)KITH FILTER CLOTH uun PANEL SECRON B-B (PROVIDING*534 SF OF LEADING AREA) / I 2 M001��N P!�aA92tt5 MOOD OR NO T-T 0 SCALE CORRECT IO EwrnnG / 36'MIN.FENCE POST 1 METAL STAKES DISTRIBUTION LIRE AT WIRING SCHEMATIC +a (2 Pm BALE) \ ' TANK OUTLET / '' PROVIDE UNDISTURBED S SEIBASK PUP OSmB•1025 / 8'0 X e'DRY WELL FLOW- I GROUND NOT TO scµ[ DIMENSION FOR ROOF RUNOFF (rm,SEE DETAIL) x NANMac (OPllR,w COMPACTED SOIL a TB EMBED FILTER CLOTH N ;,i i{i / A MIN.OF 6'IN GROUND VARIES / GRAPHIC SCALE IN FEET _e• 4' \R- SECTION M I1I_ _ --'1 R®a �_. C0.:STRUGTION SPECIFlCATQ:S - eNRDe. PROPOSED PUNING PLAN (STRAW TYP) BARE 7.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH SEPTIC SYSTEM CORE TIES OR STAPLES,POSTS SHALL BE STEEL ETHER'P OR'U'TYPE NOT TO SCALE Wnpml[R OR HARDWOOD. cTxT A+m CONdE+.'vAa..rc PTT ��RAewe �(xcelµAn zstirj oN E,va 2.FILLER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE MATH TIES SPACED EVERY 24'AT TOP AND MID SECTION,FENCE SHALL BE NOTES: WOVEN N1RE.6'MAXIMUM MESH OPENING. Designed By: Drawn By. Checked By: % 1. DIMENSIONS SHOWN ME FOR TIPICAL RESIDENTIAL PMP PMP ^ CONSTRUCTION,LMCFFi PROJECTS OR PROJECTS REQUIRING 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY PUMPS MUST BE SUED ACCORDINGLY(7 GALLONS/TRUCK, 0 0 Q 0 m SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED,FILTER CLOTH Nn�maven Issue Date: Pmjecl No: Scale: 50 GALLONS/PUNP,PLUS MIN.1'FRFEBOMO). qaC SHALL LE OTHER FILTER X.NIRAFI 100JL STABIINNA T140N.OR APPROVED EQUIVALENT. 06292024 085015 1'=20' N 2. CAPTURE NAIERIPL AND LlmUleS MUST BE ROJOKO FROM " RT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES SwLF®OR ° 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENV ROFENCE,OR APPROVED Drawing NO.: ]SR OF ITS CAPACITY. EQUIVALENT ELIJ9 CLEAN GEN-10 3. INSPECT PIT PflIOR TO EACH USE TO ENSURE CONTAINMENT C NOT TO scuff OF WASH WATER. 570RMWATER DRYWIIL DETAIL S.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL NOIe I�R mWPs s1AJL lILN1 AT 1r 3T m Lns a 11FxtH mo[ NOT Ta scAIL REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE. APPPORD SkTOQMY BAflD'CEMGE9 SHALL O PM\EfD SHEET